regAssist Monitor — Parameters

Req ID	Category	Intent	Legal Status	Name	Subdomain(s)	Limit Type	Limit Value	Context	Conditions	Confidence
#R001	design	operational	mandatory	Private sewer residential properties limit	wastewater	requirement	<= 5 residential properties	Private sewers servicing residential properties that discharge to a municipal sewer service connection	Must discharge to a municipal sewer service connection	high
#R002	chemical	operational	mandatory	Nitrogen oxides emission limit for stop log lifters	other	requirement	< 9.2 grams per kWh	Equipment (e.g., stop log lifters) that uses propane or natural gas used to manage water levels by adding or removing logs at a dam	Applies to equipment using propane or natural gas at dams defined under the Lakes and Rivers Improvement Act	high
#R003	operational	operational	mandatory	Foundation drainage water taking daily limit	other	requirement	<= 379000 litres per day	Foundation drainage systems that are used to maintain dry building foundations	Requirement for exemption from requiring a Permit to Take Water (PTTW)	high
#R004	design	operational	mandatory	Sanitary sewage pumping station lot limit	wastewater	requirement	1 lot or parcel of land	Sanitary sewage pumping stations serving one lot or parcel of land that discharge to a sanitary sewer	Must discharge to a sanitary sewer for exemption eligibility	high
#R005	design	operational	mandatory	Stormwater management works lot limit	wastewater	requirement	1 lot or parcel of non-industrial land	Storm water management works that is designed to service one lot or parcel of non-industrial land	Includes discharge to a conveyance ditch	high

Req ID	Name	Context	Confidence
#D001	ERO	Environmental Registry of Ontario	high
#D002	Cumulative impacts	the combined effect of numerous single developments.	high
#D003	deleterious substance	Any substance with a potentially harmful chemical, physical (including temperature) or biological effect on fish or fish habitat	high
#D004	Enhanced protection	corresponds to the end-of-pipe storage volumes required for the long-term average removal of 80% of suspended solids.	high
#D005	Normal protection	corresponds to the end-of-pipe storage volumes required for the long-term average removal of 70% of suspended solids.	high
#D006	Basic protection	corresponds to the end-of-pipe storage volumes required for the long-term average removal of 60% of suspended solids.	high
#D007	active channel	that part of the channel which conveys the dry weather flow and flow from frequent precipitation events.	high
#D008	erosive forces	forces tending to dislodge and transport boundary materials and they are related to the volume and rate at which sediment and water are delivered to the stream.	high
#D009	bankfull flow stage	when water fills the active channel without spilling out onto the floodplain.	high
#D010	first order	Each fingertip, or headwater channel, is designated as a segment of the first order.	high
#D011	MTO	Ministry of Transportation	high
#D012	MOE	Ministry of the Environment	high
#D013	SWMP	Stormwater Management Practices	high
#D014	SS	Suspended Solids	high
#D015	SCS	Soil Conservation Service	high
#D016	SWM	Stormwater Management	high
#D017	SWAMP	Stormwater Assessment and Monitoring Performance	high
#D018	DRC	Distributed Runoff Control	high
#D019	SI	Stability Index	high
#D020	RGA	Rapid Geomorphic Assessment	high
#D021	ANSI	Area of Natural or Scientific Interest	high
#D022	ESA	Environmentally Sensitive Area	high
#D023	LOD	Large Organic Debris	high
#D024	active storage component	that portion of a facility that drains after an event	high
#D025	Habitat compensation	typically involves the replacing of damaged habitat with newly created habitat or improving the productive capacity of other aquatic habitat at or near the area of impact.	high
#D026	long-term average suspended solids removals	refer to the removal by the SWM facility of suspended solids from the site runoff for the entire range of rainfall events on that site for a long period of time, at least 10 years.	high
#D027	thalweg	the deepest point in a channel’s cross- section	high
#D028	TP	total phosphorus	high
#D029	CDA	Catchment Drainage Area	high
#D030	BFL	Bankfull	high
#D031	Entrenchment Ratio	provides an indication of the flow conveyance capacity of the active channel.	high
#D032	Stability Index Value	A stable stream has an innate ability to absorb a certain amount of change in the sediment-flow regime before the threshold of adjustment is reached.	high
#D033	mm	millimetres	high
#D034	ha	hectare	high
#D035	m³	cubic metres	high
#D036	m³/ha	cubic metres per hectare	high
#D037	E.	Escherichia	high
#D038	DEV	development	high
#D039	km²	squared kilometres	high
#D040	m³/s	cubic metres per second	high
#D041	m³/s/ha	cubic metres per second per hectare	high
#D042	m	metres	high
#D043	m/km	metres per kilometre	high
#D044	water surplus	excess of precipitation over evapotranspiration	high
#D045	Hybrid Wet Pond/Wetland systems	have 50-60% of their permanent pool volume in deeper portions of the facility (e.g., forebay, wet pond).	high
#D046	infiltration factor	determined by summing a factor for topography, soils and cover.	high
#D047	n/a	not applicable	high
#D048	overcontrol	Controlling post-development peak flow rates through storage to values less than pre-development conditions	high
#D049	i.e.	that is	high
#D050	e.g.	for example	high
#D051	etc	and so on	high
#D052	<	less than	high
#D053	≤	less than or equal to	high
#D054	≥	greater than or equal to	high
#D055	CDADEV	Catchment Drainage Area of the Development	high
#D056	T	Entrenchment Ratio	high
#D057	DBFL	Bankfull Depth	high
#D058	Distributed Runoff Control (DRC)	The preservation of the balance between the erosive and resisting forces about the channel perimeter such that the stream is just able to move its sediment load.	high
#D059	headwater channel	Each fingertip, or headwater channel, is designated as a segment of the first order.	high

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Q Qualitative Requirements (0)

P Quantitative Requirements (5)

D Definitions (59)