Centre for Alternative Wastewater Treatment

	Kugaaruk	Arctic Bay	Sanikiluaq	Repulse Bay	Coral Harbour	Taloyoak
Latitude	68°32'4"N	73°1'59"N	56°31'59"N	66°31'59"N	64°7'59"N	69°32'9"N
Longitude	89°49'29"W	85°10'0"W	79°13'59"W	86°15'0"W	83°10'0"W	93°31'14"W
Population in 2006	688	690	744	748	769	809
Wastewater License #	3BM-PEL0712	3BM-ARC0207	NWB3SAN0308	NWB3REP0409	NWB3COR0207	Unlicensed (license application process began with GN-CGS in 2005)
License type	B	B	B	B	B	B
Effective date of license	Sept. 7, 2007	Nov. 1, 2002 (emergency amendment Mar 2, 2005)	Nov. 28, 2003 (previously had never been licensed)	June 11, 2004 (amendment Sept. 27, 2007 for solid waste upgrades)	Nov. 1, 2002
Expiry date of license	Dec. 31, 2012	Expired Oct. 31, 2007 (new application filed Oct. 5 2006, application in review)	Nov. 15, 2008	May 31, 2009	Expired Oct. 31, 2007 (amended Feb. 17, 2005)	Unlicensed
Water source	Kugajuk River	Marcil Lake	Sanikiluaq Lake	Nuviq Luktujuq Lake	Rock-blast reservoir; Post River	Water Supply Lake
Annual quantity of water use licensed	35,000 m^3	45,000 m^3	34,000 m^3	24,000 m^3	35,000 m^3
Annual quantity water used		22,312 m^3	27,394 m^3 projected for 2003; 31,231 m^3 projected for 2008	22,000 m^3	40,000 m^3 (size of reservoir)	578,871 gallons (2005); 373,798 cubic feet (2004); 29,998 (2002)
Sewage collection	Trucked	Trucked	Trucked	Trucked	Trucked	Trucked
Annual quantity of wastewater		22,312 m^3	27,394 m^3 projected for 2003; 31,231 m^3 projected for 2008	22,000 m^3
Treatment system	Facultative lagoon (new lagoon to be constructed, and will have wetland treatment area, and packaged two-stage temporary treatment plant to be used)	Primary lagoon with very limited wetland (new lagoon will be constructed 2008 next to old lagoon, commissioned 2009)	Natural lake (Annak Lake), undefined wetland	Natural wetlands	Natural wetlands, small pond	Lagoon and extensive wetland
Number of cells	Two (original cell construced 14 years ago, second cell added by Hamlet crews and has little capacity)	One	One	N/A	N/A	One
Discharge type		Continuous onto land		Continuous	Continuous	Continuous
Lagoon retention time				Very limited	N/A
Lagoon capacity and dimensions		Capacity not confirmed; noted that capacity too small, as per design in 1980s	21,600 m^3	None		37,500 m^2area
Location relative to community	1.0 km		2.9 km W	1.4 km E	3.6 km north	2.5 km NW
Wetland area and flow path	Wetland flow path from new lagoon will be 160 m, contained by rock outcroppings and consisting of multiple channels with 3 to 4 ponding areas			64,000 m^2 area; 1400 m flow path	70,000 m^2 area; 1150 m flow path to small pond area	Not confirmed
Receiving body	Ocean	Ocean	Hudson Bay	Hudson Bay	Hudson Bay	Ocean
Industrial input	None known	None known	None known	None known	None known	None known
Freeboard requirements	1.0 m	Not specified	1.0 m	1m	1m	N/A
Geotechnical inspection requirements	Annual geotechnical inspection to be carried out in July by a geotechnical engineer	Not specified	Not specified	Not specified	Not specified	Not specified
Maximum effluent fecal coliforms	1 x 10^4 CFU/100 mL at PEL-3 until wetland is commissioned; 1 x 10^4 CFU/100 mL at PEL-4 after wetland is commissioned	1 x 10^6 CFU/dl	1 x 10^6 CFU/dl	1x10 ^4 CFU/dl	1x10 ^6 CFU/dl	N/A
Maximum effluent BOD5	120 mg/L at PEL-3 until wetland is commissioned; 45 mg/L at PEL-4 after wetland is commissioned	120 mg/L	120 mg/L	80 mg/L	120 mg/L	N/A
Maximum effluent total suspended solids	180 mg/L at PEL-3 until wetland is commissioned; 45 mg/L at PEL-4 after wetland is commissioned	180 mg/L	180 mg/L	100 mg/L	180 mg/L	N/A
Maximum effluent pH	between 6 and 9	between 6 and 9	between 6 and 9	between 6 and 9	between 6 and 9	N/A
Oil and grease requirement	no visible sheen	no visible sheen	no visible sheen	no visible sheen	no visible sheen	N/A
Acute toxicity requirement	No toxicity to rainbow trout or daphnia
Raw sewage volume monitoring stations	PEL-2, raw sewage from pump-out truck	Not specified	SAN-3, raw sewage at truck offload point	REP-3, raw sewage at truck offload point	Not specified	N/A
Effluent quality monitoring stations	PEL-3, discharge from the sewage disposal facilities at the controlled point of release following treatment (including the temporary packaged sewage treatment plant operation during construction); PEL-4, final discharge point of the wetland treatment area; PEL-5, ocean water 5 m from point where effluent enters ocean	ARC-3, effluent from the sewage disposal facilities	SAN-4, final discharge point of the sewage disposal facilities at Annak Lake	REP-4, final discharge point	COR-3, final discharge point	N/A
Volume monitoring requirements	PEL-2, monthly and annual volumes of raw sewage; annual quantity of sewage solids removed from sewage disposal facility	Monthly and annual volumes of freshwater collected as proxy of measuring sewage volume; annual quantity of sewage solids removed from disposal facilities	SAN-3, monthly and annual measurement of quantities of raw sewage	REP-3, monthly and annual quantity of raw sewage	Monthly and annual quantity of raw sewage	N/A
Effluent quality monitoring frequency	PEL-3, PEL-4, PEL-5, monthly May to August inclusive	ARC-3, monthly May to August inclusive	SAN-4, monthly May to August inclusive	REP-4, monthly May to Aug inclusive	COR-3, monthly May to Aug inclusive	N/A
Effluent quality monitoring parameters	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel, chloride, total organic carbon, total cobalt, total hardness, total aluminum, total alkalinity, total manganese	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	N/A
Toxicity monitoring (Rainbow Trout and Daphnia magna)	PEL-4 once annually midway through discharge	Not specified	Not specified	Not specified	Not specified	N/A
Toxicity (Daphnia magna)	PEL-4 once annually midway through discharge	Not specified	Not specified	Not specified	Not specified	N/A
Ground temperature	Thermistors within each berm structure and foundation; frequency of readings as necessary to allow for thermal modeling of the berms	Not specified	Not specified	Not specified	Not specified	N/A
Location of parameter analysis	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	N/A
Reporting requirements	Annual report; advise inspector 10 days before decant	Annual report	Annual report; advise inspector 10 days before decant	Annual report	Annual report	N/A

	Clyde River	Gjoa Haven	Cape Dorset	Kugluktuk	Pond Inlet	Pangnirtung
Latitude	70°28'5"N	68°37'29"N	64°13'59"N	67°49'36"N	72°41'59"N	66°8'39"N
Longitude	68°35'39"W	95°52'40"W	76°32'30"W	115°05'35"W	77°57'39"W	65°42'55"W
Population in 2006	820	1064	1,236	1302	1,315	1,325
Wastewater License #	NWB3CLY0308	NWB3GJO0409	3BM-CAP0207	3BM-KUG0308	NWB3PON0409	NWB3PAN0207
License type	B	B	B	B	B	B
Effective date of license	Sept. 15, 2003	Jan. 8, 2004	Sept. 1, 2002	Nov. 20, 2003	Jan. 15, 2004	Dec. 1, 2002
Expiry date of license	Sept. 15, 2008	Jan. 31, 2009	Expired Aug. 31, 2007 (amendment issued Sept. 22, 2004 for disposal into emergency sewage facilities; license renewal submitted in 2006 for the old facilities, until the new lagoon at P-lake is constructed and commissioned. License application in review.)	Nov. 20 2008 (Amendment submitted Jan 1, 2004, approved Aug. 20, 2007)	Jan. 31, 2009	Expired Nov. 31, 2007 (new license applied for Nov. 19, 2007)
Water source	Water Source Lake	Swan Lake, reservoir	Tee Lake	Coppermine River	Salmon River and Water Lake	Duval River
Annual quantity of water use licensed	38,000 m^3	62,000 m^3	70,000 m^3	64,000 m^3	67,000 m^3	100,000 m^3
Annual quantity water used	2003 projected 32,086 m^3; 2008 projected 36,638 m^3	44,487 m^3 in 2003; 19,484 m^3 in 2001; 29,728 m^3 in 2000;	70,000 m^3 (2006 water application); 44,148 m^3 (2006 annual report); 2007 projected 61,448 m^3		27,200 m^3
Sewage collection	Trucked	Trucked	Trucked	Trucked	Trucked	Trucked
Annual quantity of wastewater	2003 projected 32,086 m^3; 2008 projected 36,638 m^3	19,484 m^3 in 2001; 29,728 m^3 in 2000	70,000 m^3 (2006 water application); 44,148 m^3 (2006 annual report); 2007 projected 61,448 m^3		67,000 m^3	100,000 m^3
Treatment system	Single-cell engineered exfiltration lagoon and undefined natural wetland	Primary lagoon and undefined treatment wetlands	Multi-cell lagoon	Lagoon with gravel berm and undefined wetland; new lagoon will have lined top and slope (not bottom), fenced.	Primary (modified natural water body); discharge in stream to ocean (very limited wetlands). At time of 2004 license, the Hamlet was discharging to a temporary area (Kitingujaat) under an amendment to its 1999 license, in order to repair and expand the lagoon.	Mechanical WWTP (originally constructed in 2003) modified from a rotating biological contactor to an activated sludge system. Upgrades planned over the next 7 years; design phase scheduled to begin shortly.
Number of cells	One	One	Three	One; new lagoon will be adjacent	One	N/A
Discharge type		Continuous		Discharge over three months (summer)	Continuous	Bagged sludge disposed of in landfill.
Lagoon capacity and dimensions	19,500 m^3	22,700 m^3(at capacity)		Current lagoon: 4,648 m^3capacity, 60 m (L) x 40 m (W) x 2 m (D). New lagoon: 130,000 m^3 capacity, 223 m (L) x 223 m (W) x 3 m (D)	New lagoon: 90,000 m^3 capacity (construction/commission date unknown)	N/A
Location relative to community	1.5 km W	1.5 km SE		5 km W	1.6 km N
Wetland area and flow path		1000 m flowpath		10 ha; 3 km flowpath		N/A
Receiving body	Ocean	Ocean	Telik Inlet	Coronation Gulf	Ocean	N/A
Industrial input	Not confirmed	Not confirmed	Not confirmed	Not confirmed	Not confirmed	Commercial fish processing waste stored at municipal dump (licensed) next to bagged municipal sludge, with some washout from the area. Input of fish processing waste into municipal wastewater unknown.
Freeboard requirements	1.0 m	1.0 m	1.0 m	1.0 m	1.0 m	N/A
Geotechnical inspection requirements	Not specified	Not specified	Not specified	Not specified	Not specified	N/A
Maximum effluent fecal coliforms	1 x 10^6 CFU/dl	1 x 10^4 CFU/dl	1 x 10^6 CFU/dl	1 x 10^6 CFU/dl	1 x 10^6 CFU/dl	1 x 10^3 CFU/dl
Maximum effluent BOD5	120 mg/L	80 mg/L	120 mg/L	120 mg/L	120 mg/L	120 mg/L
Maximum effluent total suspended solids	180 mg/L	100 mg/L	180 mg/L	180 mg/L	180 mg/L	180 mg/L
Maximum effluent pH	between 6 and 9	6 to 9	between 6 and 9	6 to 9	between 6 and 9	between 6 and 9
Oil and grease requirement	no visible sheen	no visible sheen	no visible sheen	no visible sheen	no visible sheen	no visible sheen
Acute toxicity requirement	Not specified	Not specified	Not specified	Not specified	Not specified	N/A
Raw sewage volume monitoring stations	CLY-3, raw sewage at truck offload point	GJO-3, raw sewage at truck offload point	Not specified	KUG-3, raw sewage at truck offload point	PON-3, raw sewage at truck offload point	Not specified
Effluent quality monitoring stations	CLY-4, effluent discharge point of the sewage disposal facilities	GJO-4, effluent discharge from the final discharge point of the sewage disposal facilities	CAP-3, effluent discharge from sewage disposal facilities	KUG-4, point of effluent discharge from the sewage disposal lagoon onto the wetland treatment area; KUG-5, effluent discharge for the final discharge point of the wetland treatment area, immediately prior to discharge to the marine receiving water	PON-4, final discharge point of the sewage disposal facilities	PAN-3, effluent from the sewage treatment plant; PAN-4, runoff from the sludge disposal facility
Volume monitoring requirements	CLY-3, monthly and annual volumes of raw sewage; annual quantity of sewage solids removed from sewage disposal facility	GJO-3, montly and annual volumes of raw sewage; annual quantities of sewage solids removed from the sewage disposal facilities	Monthly and annual volumes of sewage discharged	KUG-3, monthly and annual quantities of raw sewage	PON-3, monthly and annual volumes of raw sewage	PAN-3, monthly and annual volumes \raw sewage; annual quantities of sewage solids removed from the sewage disposal facilites
Effluent quality monitoring frequency	CLY-4, montly May to August inclusive	GJO-4, monthly May to August inclusive	CAP-3, monthly May to August inclusive	KUG-4 and KUG-5, monthly May to Aug inclusive	PON-4, monthly May to August inclusive	PAN-3, monthly; PAN-4, monthly May to August inclusive
Effluent quality monitoring parameters	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel
Toxicity monitoring (Rainbow Trout and Daphnia magna)	Not specified	Not specified	Not specified	Not specified	Not specified	Not specified
Ground temperature	Not specified	Not specified	Not specified	Not specified	Not specified	Not specified
Location of parameter analysis	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst
Reporting requirements	Annual report; inform inspector 10 days before decant	Annual report; inform inspector 10 days before decant	Annual report; inform inspector 10 days before decant	Annual report; inform inspector 10 days before decant	Annual report; advise inspector 10 days before decant	Annual report

	Cambridge Bay	Igloolik	Baker Lake	Arviat	Rankin Inlet		Iqaluit
Latitude	69°06'50"N	69°22'59"N	64°19'9"N	61°6'29"N	62°49'0"N		63°45'0"N
Longitude	105°03'10"W	81°47'59"W	96°1'14"W	94°3'29"W	92°4'59"W		68°31'0"W
Population in 2006	1477	1,538	1728	2060	2358		6,184
Wastewater License #	NWB3CAM0207	NWB3IGL0308	NWB3BAK9904	NWB3ARV0308	NWB-3GRA0207		3AM-IQA0611
License type	B	B	B	B	B		A
Effective date of license	Sept. 1, 2002	Sept. 1, 2003 (original license Oct 21, 1998 to Sept 1, 2003)	Oct. 1, 1999	Jan 9, 2004	Dec. 1, 2002		May 15, 2006
Expiry date of license	Aug. 31, 2007 (renewal application submitted Aug 28, 2007)	Aug. 31, 2008	Expired Oct. 1, 2004 (renewal submitted Nov. 16, 2005)	Dec. 31, 2008	Expired Nov. 30, 2007		May 15, 2011
Water source	Water Lake	Reservoir; water pumped from South Lake and supplemented in summer with Airport Lake	Baker Lake	Wolf Creek	Steel reservoir; Nipissar Lake		Lake Geraldine
Annual quantity of water use licensed	70,000 m^3	70,000 m^3		81,000 m^3	400,000 m^3		1,100,000 m^3
Annual quantity water used	87,600 m^3	57,756 m^3 projected for 2003, 66,142 m^3 projected 2008	64,693 m^3(2005)	64,871 m^3			721,680 m^3
Sewage collection	Trucked; 5 buildings served by pipe	Trucked	Trucked	Trucked	95% piped (collection by HDPE mains), 5% trucked		20,000 metres of sewers and forcemains and 4 sewage pumping trucks. 62% of the population has piped service and 38% serviced by truck.
Annual quantity of wastewater	87,600 m^3 (20 trucks per day, 9000 L tank per truck)	57,756 m^3 projected for 2003, 66,142 m^3 projected 2008	62824m3	64,871m3			449,710 m^3 but current plant only operational starting May 2006 - estimate would be 720,000 m^3 per year given average of 60,000 per month; approx. 648 m^3 of sludge generated
Treatment system	Series of natural lagoons joined by creeks/wetland area; proposal developed in Apr 2007 to add some engineered features (runoff diversion berms, retention berm, seasonal discharge, move outfall)	Multi-cell exfiltration lagoon system, undefined wetland	Holding cell, exfiltrates through series of wetland and pond areas (200 m wetland, Lagoon Lake, 300 m wetland, Finger Lake, 1000 m wetland, Airplane Lake, Garbage Creek, final discharge into Baker Lake)	Engineered lagoon, exfiltrates into natural wetland area	Treatment plant (wastewter pumped by 2 lift stations through a 1 mm mesh drum screen), outfall 450 m into Prairie Bay, depth of 10 m. Screenings landfilled.		Primary lagoon and preliminary and primary treatment plant. Phase I of the treatment facility will provide primary treatment of sewage (will also violate the Fisheries Act.) The second phase (not yet planned) will provide secondary treatment and the third phase to expand the capacity of the plant to service a population of 12,000 and meet regulated parameter limits.
Number of cells	Six ponds of varying sizes; first is largest	Four (only 3 approved by NWB)	Four (one holding cell, three ponds along wetland flow path)	One	N/A		One
Discharge type	Continuous July/Aug, limited in winter	Continuous	Continuous	Continuous	Continuous		Discontinuous for lagoon and continuous for WWTP both to bay in ocean
Lagoon retention time			Very limited	Not confirmed	N/A		Not specified - Lagoon is now only to be used as an emergency overflow.
Lagoon capacity and dimensions	72,000 m^3 capacity (sum of all ponds)	17,000 m^3 + 2000 m^3 for 4th cell		55,000m3	N/A
Location relative to community	1.5 km NE		1.4 km N	2.8 km	N/A		Within community
Wetland area and flow path	Not confirmed		97,000 m^2 area; 2100 m flow path	200 m flow path	N/A		n/a
Receiving body	Cambridge Bay	Foxe Basin	Baker Lake	Hudson Bay	Hudson Bay		Frobisher Bay
Industrial input	None known	None known	None known	None known	None known		Not specified but past practices may have seen some industrial inputs existing industrial inputs occurring to some extent.
Freeboard requirements	1.0 m	1.0 m		1 m	1 m		Not specified
Geotechnical inspection requirements	Not specified	Not specified	Not specified	Not specified	Not specified		N/A
Maximum effluent fecal coliforms	1 x 10^6 CFU/dl	1 x 10^6 CFU/dl		1x10^4 CFU/dl	1x10^6 CFU/dl		not specified
Maximum effluent BOD5	100 mg/L	120 mg/L		80 mg/L	120 mg/L		120 mg/L for lagoon; 30 mg/L for WWTP
Maximum effluent total suspended solids	120 mg/L	180 mg/L		100 mg/L	180 mg/L		180 mg/L for lagoon; 30 mg/L for WWTP
Maximum effluent pH	between 6 and 9	between 6 and 9		between 6 and 9	between 6 and 9		between 6 and 9 for both
Oil and grease requirement	no visible sheen	no visible sheen		no visible sheen	no visible sheen		no visible sheen for both
Acute toxicity requirement	Not specified	Not specified	Not specified	Not specified	Not specified		Rainbow Trout test for undiluted effluent
Raw sewage volume monitoring stations	Not specified	IGL-3; raw sewage from truck offload point	Not specified	ARV-3, raw sewage at truck offload point	Not specified		effluent is monitored at WWTP, estimated at lagoon
Effluent quality monitoring stations	CAM-3, effluent discharge from the sewage disposal facilities	IGL-4; effluent discharge from sewage disposal facilities	BAK-2, inflow into Airplane Lake (compliance testing point); BAK-3, outlet of Airplane Lake	ARV-4, final discharge point	GRA-3, discharge from sewage treatment plant		IQA-02 final discharge point from sewage lagoon; IQA-03 influent to sewage lagoon; IQA-04; final discharge point from WWTP; IQA-05 influent to WWTP; IQA-06 sludge at WWTP;
Volume monitoring requirements	Monthly and annual volumes of raw sewage; annual quantities of sewage solids removed from sewage disposal facilities	IGL-3, monthly and annual volumes of raw sewage		ARV-3, monthly and annual measurement of quantities of raw sewage	GRA-3, monthly and annual quantity of raw sewage		Flow to be measured at IQA-02, IQA-04, IQA-06; monthly
Effluent quality monitoring frequency	CAM-3, monthly May to August inclusive	IGL-4, monthly May to August inclusive	May-Aug ARV2, ARV-4	May-Aug ARV2, ARV-4	May-Aug GRA-3		IQA-02, IQA-04, bi-monthly; IQA-06 monthly;IQA-02, IQA-03, IQA-04 and IQA-05 annually
Effluent quality monitoring parameters	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel	BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel		BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel		BOD, TSS, pH, FC, NO3-NO2, conductivity, NH3-N, oil and grease (visible), sulphate, potassium, calcium, total phenols, sodium, magnesium, total arsenic, total copper, total iron, total mercury, total zinc, total chromium, total cadmium, total lead, total nickel		BOD, FC, pH, conductivity, TSS, Ammonia, Nitrate, Nitrate, Total Phosphorus, Orthophosphate: IQA-02, IQA-04, bi-monthly; IQA-06 monthly; Total ICP metal scan shall include the following at a minimum: Al, Sb, As, Ba, Be, Cd, Cr, Co, Cu, Fe, Pb, Li, Mn, Mo, Ni, Se, Sn, Ag, Sr, Tl, Ti, U, V, Zn, Hg at IQA-02, IQA-03, IQA-04 and IQA-05 annually; IQA-04 quartlerly; IQA-06 monthly
Toxicity monitoring (Rainbow Trout and Daphnia magna)	Not specified	Not specified		Not specified		Not specified		IQA-02, IQA-03, IQA-04 and IQA-05 annually for rainbow trout only
Ground temperature	Not specified	Not specified		Not specified		Not specified		N/A
Location of parameter analysis	CAEAL or other approved by Analyst	CAEAL or other approved by Analyst		CAEAL or other approved by Analyst		CAEAL or other approved by Analyst		IQA-02, IQA-04, bi-monthly; IQA-06 monthly;IQA-02, IQA-03, IQA-04 and IQA-05 annually
Reporting requirements	Annual report; inform inspector 10 days before decant	Annual report; inform inspector 10 days before decant		Annual report; inform inspector 10 days before decant		Annual report; inform inspector 10 days before decant		All laboratory analyses shall be performed at a laboratory accredited according to ISO/IEC Standard 17025. CAEAL not specified in license.