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A

Leech  R.                                              B1Sooke R.                                                   B2
                                                                                                                   P3
       Bedrock                                      fault
                                                    slick                                                             200 m
   N
                                              C                                                             P5
100 m
B                                                      P4

                slickenside                   Till                                                    Till

                                                                   Bedrock

                                              N            P4 S                                       P5 S

                                                   N
Height (m)bedrock          P3                                                                      N
  -10 0 10
                                              Height (m)sediments
                                                 -5 0 5
                                                                                       Height (m)
                                                                                          -5 0 5
       NS                                                  UD                                                     DU

   -30 -1D5 istan0ce (m1)5 30                 -80 -40 0 40 80                                    -60 -30 0 30 60
                                                     Distance (m)                                      Distance (m)

Figure 4. (A) LiDAR hillshade image for site B where there is a >1.5-km-long scarp in bedrock. Red arrows point to steep face. Ste-
reonet from fault at site B1. (B) Field photo of gouge-bearing fault at site B1, with subhorizontal slickenlines. Elevation profile at
bottom for site B2. (C) LiDAR hillshade for site C showing topographic features with opposing facing directions and a morphology
suggestive of pressure ridges. Red arrows point to the steep face. LiDAR-derived elevation profiles shown below the image.
Because structures are buried beneath dense vegetation and glacial till, fault locations are inferred (dashed lines on the profiles).
U and D denote up- and downthrown sides, respectively.

FIELD EVIDENCE FOR TECTONIC                   channels littered with boulders incise this          (Fig. DR2). These estimates support our
SCARPS                                        colluvial apron.                                     field observations of a differential amount
                                                                                                   of displacement across the scarp between
  We identify three key sites (Figs. 2C and     LiDAR and field data indicate that both            channels versus interfluves (Fig. 3C).
2D, sites A–C) where field and LiDAR data     the colluvial surface and the channels
indicate tectonic displacement of bedrock     incising it are vertically displaced by sev-           Several field observations suggest this
and Quaternary deposits.                      eral meters across the scarp (~3–6 m)                scarp reflects north-side-up dip slip dis-
                                              (Figs. 3 and DR1B [see footnote 1]). We              placement along a steeply north-dipping
Site A                                        calculated vertical separations at 12 loca-          (60–90°) fault. For instance, the interac-
                                              tions across the fault scarp by linear               tion of the scarp with local topography
  Near the center of the Leech River fault,   regression of LiDAR-derived topography               suggests that the fault dips steeply to the
the LiDAR data reveal a >200-m-long and       and estimated regression uncertainties               north; the scarp trace is nearly linear in
up to ~3–6-m-high topographic scarp that      using a Monte Carlo routine (following               map view, but it deviates slightly north-
faces uphill (southward) across a relatively  Thompson et al., 2002) (Fig. DR2 [see                ward into topographic lows (Fig. DR2A).
steep (~20°), north-facing slope (Fig. 3A).   footnote 1]). These data confirm that scarp          Additionally, both the apparent north-side-
Beneath an ~1-m-thick mantle of collu-        height is systematically lower within the            up displacement and the spatial pattern of
vium at the surface, the hillside consists    incised channels than on the colluvial sur-          channel displacement indicate dip slip
of a dense, matrix-supported diamict with     face. For example, at interfluve P1, the             displacement with little to no lateral dis-
numerous erratics and striated clasts,        vertical separation across the scarp                 placement. While northeast-trending
interpreted as subglacial till. These field   approaches ~6 m (5.7 ± 1.7 m) (Fig. 3B). At          channels show apparent right separation
observations, the relatively smooth surface   channel P2, however, the LiDAR profiles              (white arrows, Fig. 3A), north-northwest–
morphology, and the lack of a fan apex,       indicate only ~3 m (3.2 ± 1.2 m) of vertical         trending channels show apparent left
indicate that this ~400-m-long by             separation. On average, the interfluves are          separation (black arrows, Fig. 3A).
~300-m-wide hillside is covered by an         vertically separated by 5.7 ± 1.3 m (n = 8)          Together, these data indicate that both the
apron of colluvium. Several steep, linear     and the channels by 3.9 ± 0.9 m (n = 4) (1s)         colluvial surface and the channels have

                                              www.geosociety.org/gsatoday                                                                       7
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