Table of Contents
Lot information
Land registry
The property is registered with the Rainy River Land Registry Office (LRO) of Ontario. There are several numbers that may be relevant when dealing with the government:
* Plan Number: 56002 * Lot Number: 6 * Property Number: 0031
Often you will be asked for the PIN of the property. This is the plan number and the property number together:
* PIN: 56002-0031
According to the records, the property is a Freehold Property, and therefore taxes should be paid on it.
We paid $10 for the following screenshot, so I'm including it, though all of the information therein is recorded above:
Survey
Below is a scale drawing of the lot based on the 1987 survey map that we have at camp.
Source: Plan 48M-358 — *Plan of a Subdivision of Mining Claims FF5735-FF5736-FF5737-FF5748 and Locations SH383-SH314-SH315, Township of Hutchinson, District of Rainy River* — S.G. Hancock, O.L.S., 1987 (registered 28 Jan 1988). Scale 1:2000, metric.
Lot area: ±0.943 ha stated · 0.943 ha computed from the figures below · traverse closes within 0.04 m (1:11,000 — figures verified self-consistent).
Legend
| Symbol | Meaning |
| — | — |
| SIB | Standard Iron Bar |
| SSIB | Short Standard Iron Bar |
| IB | Iron Bar |
| RP | Rock Post |
| RB | Rock Bar |
| WIT | Witness point (offset reference, not on the boundary) |
| W.P. | 0.10' sq. Marker Post |
| (SH314) | Monument from the older mining-claim survey SH314 |
| (610) | Monument set by S.G. Hancock O.L.S. for this 1987 plan — the newest bars, best chance of being found intact |
Boundary walk — clockwise from the north corner
Bearings are given two ways: as written on the plan (a line label, direction-agnostic) and as the compass direction you'd walk going clockwise P1→P2→…→P9→P1. Distances are metres (divide by 0.3048 for feet).
| From | Monument | Walk direction (true) | Plan-written bearing | Distance |
| — | — | — | — | — |
| P1 | RP (SH314) — north corner | S53°36′30″E | N53°36′30″W | 11.750 m |
| P2 | IB (SH314) | S48°46′30″E | N48°46′30″W | 39.612 m |
| P3 | SIB (SH314) | S54°45′00″E | N54°45′00″W | 48.125 m |
| P4 | W.P. SIB (610) — east corner; an old IB (SH314) lies 0.76 m away | S04°02′00″W | N04°02′00″E | 82.420 m |
| P5 | W.P. SIB (610) — south corner | N86°16′50″W | S86°16′50″E | 87.994 m |
| P6 | W.P. SIB | N00°00′00″E (due north) | S00°00′00″W | 27.371 m |
| P7 | SIB (SH314) — west corner | N12°10′30″E | S12°10′30″W | 50.079 m |
| P8 | IB (SH314) | N01°54′30″E | S01°54′30″W | 31.943 m |
| P9 | IB (SH314) | N06°43′00″E | S06°43′00″W | 29.270 m → closes at P1 |
Perimeter: ≈ 448.8 m
Witness monument (backup for finding P1)
A witness iron bar — WIT IB (SH314) — is tied 36.890 m at S78°36′W from P1 (the RP). If the rock post is buried, damaged, or unfindable, locate the witness bar and pace/tape 36.89 m at N78°36′E (true) back to the corner.
North, bearings, and your compass
- The plan's NOTE states bearings are astronomic (≈ true north), referred to the north limit of mining claim FF5736 (S88°03′00″E) per MNR records. The plan sheet is drawn north-up (verified: the due N–S claim limit S00°00′00″W–328.330 is drawn vertical; the due E–W limit N90°00′00″–413.834 horizontal; witness position consistent). - These are true bearings, not magnetic. Local magnetic declination is ≈ 1.8°W (2026, NRCan/Atikokan) and drifts over time — set your compass declination, or add ~2° to true azimuths to get magnetic. Check geomag.nrcan.gc.ca for the current value before a field visit. - Satellite/web maps are effectively true-north-up, so the companion SVG overlays without rotation.
Field notes
- Look for (610) bars first at P4 and P5 — Hancock's 1987 monuments are the newest on the lot. (SH314) bars date to the original mining-claim survey and may be older/harder to find. - At P4, expect two pieces of iron within a metre of each other (the current bar plus the superseded SH314 bar 0.764 m away). - The distance between adjacent posts is your primary field check; bearings confirm you're on the right line. - Verification history: two distances originally dictated as 50.679 and 31.543 were corrected to 50.079 and 31.943 after closure analysis (0.18 m → 0.04 m) and digit re-inspection of the plan photo. - This transcription is for field-finding and documentation. For anything with legal weight (setbacks, construction, disputes), have an Ontario Land Surveyor re-establish the corners.
*Companion file: `Lot6_boundary_scale.svg` (to-scale, true-north-up drawing with all monuments and the witness tie).*


