LAKE CAPACITY MODELING The GOOD, the BAD and the UGLY
Lake Capacity Model Just a tool not a solution to planning issues / concerns Help to identify those lakes where water quality impacts may be a concern
Problems with Models Expectations are for an exact number in an imperfect science many modeling assumptions many different export coefficients (always evolving) retention coefficients for phosphorus in septic beds now being applied evolution of the way the LCSM is applied – 50% rule
Changing PWQO(s) 10 ug/L TP cold water or 20 ug/L TP warm water also background + 50 % rule for TP; lake at 8 ug/L can go to 12 ug/L; new objective becomes 12 ug/L. Oxygen PWQO was 5.0 mg/L then 6.0 mg/L now MVWHDO value of 7.0 mg/L.
Implementation Problems: What do we do with at capacity lakes? Stop Development or have more Strict Protective Measures for development Larger lot frontages Larger setbacks more restrictive building code requirements re: septics.
Implementation Problems: What do we do with at capacity lakes? What about development on upstream lakes – often in different municipalities with different planning rules in their OP(s). Do we stop development on the upstream lakes based on nutrient loading arguments?
Implementation Problems: What do we do with at capacity lakes? What about existing vacant lots of record? What about lots where: septic beds are >300 metres from the water or achieve a surficial flow > 300 metres to the lake or have drainage to a different watershed?
What If: Water quality improves such that the PWQO(s) are not exceeded, say from 11 ug/L TP to 9 ug/L The science becomes conclusive that nutrient migration away from septic beds on Precambrian Shield lakes is negligible.
What Capacity Models do not address: Models do not address urbanization of shorelines Incremental near shore habitat loss both in-water and on land Vegetation removal (nursery habitat for fish) Substrate alteration – spawning for bass, lake trout pike etc. Visual impacts Tree removal etc. etc.