Report of Research, Field Investigation and Survey of Robert D ...
Report of Research, Field Investigation and Survey of Robert D ...
Report of Research, Field Investigation and Survey of Robert D ...
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For the Road Allowance between Lots 18 <strong>and</strong> 19, our “last ascertainable points” are 100m on<br />
the easterly side <strong>of</strong> the Road Allowance <strong>and</strong> 120m on the westerly side from the water’s edge. A<br />
new SIB was set on the easterly boundary opposite the found monument on the westerly side to<br />
maintain a true 20.12m width. The measured bearing for the last course is N32 degrees 21<br />
minutes 30 seconds W (UTM grid) on both sides <strong>of</strong> the Road Allowance. I cannot find any “pro<strong>of</strong><br />
line” shown on either the plan or the field notes, <strong>and</strong> this is further confirmed by D.W.<br />
Lambden’s ‘<strong>Report</strong> on Road Reservations in Tiny Township (Para. A.4) (see para. 6.5.2 <strong>of</strong> this<br />
report). The <strong>Survey</strong>s Act instructs (Section 28 (1)) that side lines are to be set on the same<br />
astronomic course as for the boundary at the end <strong>of</strong> the concession from which the lots are<br />
numbered. The east boundary <strong>of</strong> the Township is shown on the original plan as having a bearing<br />
<strong>of</strong> N 30 degrees W: this is the only controlling bearing for the sidelines I can find anywhere on<br />
the plan. Converting this presumed magnetic bearing to astronomic gives a bearing <strong>of</strong> N30<br />
degrees 32 minutes W, <strong>and</strong> after applying convergence, we get N31 degrees 15 minutes W (UTM<br />
grid).<br />
This then leaves the question <strong>of</strong> whether we should follow the ‘local’ custom <strong>and</strong> produce the<br />
existing alignment, or follow the <strong>Survey</strong>s Act method <strong>and</strong> set bearings as calculated above. Since<br />
I contend that we need to follow the <strong>Survey</strong>s Act method rather than the common law procedure<br />
<strong>of</strong> setting a line perpendicular to the general direction <strong>of</strong> the shoreline (see section 6.3.2, 6.4.4<br />
<strong>and</strong> 6.4.8 below), then I believe that we need to do so rigorously, <strong>and</strong> the two Road Allowance<br />
boundaries were set in strict accordance with the <strong>Survey</strong>s Act.<br />
6.1.3 Re-establishment <strong>of</strong> Lost Township Corners<br />
We find the following instructions regarding the Minister’s powers in Section 24 <strong>of</strong> the <strong>Survey</strong>s<br />
Act (RSO 1990):<br />
2) “A surveyor in re-establishing a lost corner or obliterated boundary in a double front<br />
township shall obtain the best evidence available respecting the corner or boundary, but if the<br />
corner or boundary cannot be re-established in its original position from such evidence, he shall<br />
proceed as follows:<br />
1) “If the lost corner is a corner <strong>of</strong> the township, he shall report the circumstances to the<br />
Minister who shall instruct him how to proceed.”<br />
Although I have never found myself is a situation where this was considered necessary, I<br />
underst<strong>and</strong> from surveyors who have that the process involves providing a sketch <strong>and</strong> a summary<br />
<strong>of</strong> the situation along with a proposed resolution to the <strong>Survey</strong>or General who reviews <strong>and</strong><br />
approves the proposed method (or presumably amends the method if considered necessary). The<br />
power <strong>of</strong> the Minister (<strong>Survey</strong>or General) as expressed seems to be absolute, with not even any<br />
mention <strong>of</strong> opportunity to appeal. As such, I believe that an argument can be made that this same<br />
authority is carried throughout the Act, wherever the Minister or designated representative is<br />
involved.<br />
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