West Beach

This site was discussed briefly by Demet and others (Reference Demet, Nittrouer, Anderson and Simkins2019). Here, a 20 m high exposure comprises 10 m of basal stratified sand (Ss facies; unit 1) with a silty diamicton and stratified sand unit (Dmm and Ss facies; unit 2) above (Fig. 3a). These conformable units are laterally continuous, tabular and flat lying. Unit 1 comprises broad lenses of massive and well-sorted medium to coarse sand (Sm facies) that are a few m wide and dm-scale in depth. These lenses are separated by cm-scale fine sand and discontinuous clay interbeds, expressed as rhythmites, that are undulating in profile, laterally continuous and occasionally rippled (Figs 4a and b). Thin (cm-scale) but laterally extensive intraformational diamicton beds (Dmm facies) lie conformable to clay bed surfaces (Figs 4d and e). These are clay and silt matrix-dominated with dispersed pebbles (<3 cm diameter). The clay beds (<1 cm thick and 5 m in extent) at the bottom of this unit contain woody debris that has been incorporated into these sediments, especially along bed boundaries (Fig. 4c). Clay beds increase in frequency but maintain a constant thickness upwards. The top of this basal unit comprises a 1 m-thick and laterally continuous, flat-lying and finely laminated clay/silt bed (Fl facies) that has been passively loaded by overlying thicker diamicton beds. The uppermost silty diamicton and stratified sand unit (unit 2, 10 m thick) overlies a laterally extensive, planar and disconformable surface. Tabular and stratified beds of variably sorted medium to coarse sands (Sm and Ss facies) dominate at the base of unit 2. Isolated cobbles to boulders are found occasionally within the sand beds. Thin lenses of intraformational pebbles and cobbles (<3 m lateral extent, 6 cm thickness) become more common upwards and have a British Columbia (northern) provenance. The majority of unit 2 comprises well sorted and tabular beds (2 m thick) of stratified medium sand (Ss and Sm facies) that are arranged into shallow channels with plane-parallel aggradational sand infills. Channel structures are 8–15 m wide and <3 m thick. Channel axial orientation is not well observed. Upsection, diamicton beds (Dmm and Dms facies) become more common and are separated from underlying massive sand beds by erosional unconformities and these become more apparent upwards. No deformation structures are observed along these erosional contacts. Diamicton beds (0.5–1.0 m thick) are laterally continuous, massive and tabular and contain pods and stringers of pebbles to cobbles towards the top of each bed. These clasts (<12 cm diameter) are subrounded to very well rounded granite clasts with a northerly provenance and do not show a dominant orientation, although some larger boulders have an a(t) fabric dipping to 030^o. Mud stringers (cm-scale) are also present within and separating the diamicton beds. It is notable that soft-sediment deformation structures, recorded as sags and ball and pillow structures (1.5 m wide, 80 cm high), are developed where alternating diamicton and mud beds are observed (Fig. 4f). Here, the muddy diamicton matrix has held this material intact and larger clasts have not preferentially sagged. At the top of the section, a massive to laminated (Fl facies) silt bed 2–3 m thick unconformably overlies massive sand. The silt bed thickens to the south and is disrupted by conjugate faults that are intersecting and have cm-scale net displacement.

Fig. 3.

Schematic logs of sediments examined across Whidbey Island and Camano Island, Puget Sound. (a) West Beach, (b) Blowers Bluff, (c) Point Partridge, (d) Barnum Point, (e) Ebey Lodge, (f) Cavalero Beach and (g) Double Bluff. Circled 1, 2 are sediment units discussed in the text.

Fig. 4.

Sediments and deformation structures at West Beach. (a, b) Flat-lying rhythmites of sand and silt/clay separated (at base) by an intraformational debris flow bed above an undulating erosional surface; (c) deformed tree debris incorporated into basal sediments by ice readvance across a vegetated forefield; (d) diffuse sand and diamictic gravel beds exhibiting an undulating morphology; (e) brittle-fractured silt beds overlying fine sand and diamictic gravel beds and (f) ball and pillow structures developed in adjacent silt and gravel beds along with minor brittle fracture and rafting of silt slabs in the lowermost unit (below the trowel). Trowel is 19 cm long.

Sediments of unit 1 at West Beach are interpreted to have been deposited in a proglacial and shallowing-up environment, evidenced by rhythmically-bedded sands and silts deposited in a quiet-water laterally extensive basin, interrupted by episodic mass flows (diamicton beds). Sand beds and lenses record more proximal and shallower water environments, likely as a transition to an outwash plain (e.g. Krzyszkowski, Reference Krzyszkowski1994). This is evidenced in unit 2 by the presence of shallow and infilled channels typical of an outwash plain environment (Landvik and Mangerud, Reference Landvik and Mangerud1985). The thin and discontinuous mud beds and diamictons that develop upwards in this unit likely reflect higher water availability. This is also shown by the presence of soft-sediment deformation and ball and pillow structures, formed by density contrasts in an environment susceptible to passive loading (Owen and Moretti, Reference Owen and Moretti2011). Inferred changes in water availability and/or depth through this section at West Beach may reflect either variations in proximity to the ice margin, or changes in accommodation space as a result of sedimentation.

Blowers Bluff

At this site, mentioned by Easterbrook (Reference Easterbrook1992) and Dethier and other (Reference Dethier, Dragovich, Sarna-Wojcicki and Fleck2008), rhythmically-bedded sands and silts are overlain by massive to cross-bedded sands, occasionally gravels, within a single depositional unit (Figs 3b and 5). Sand and silt beds (Sl, Ss and Fl facies), in total 14 m thick, are laterally continuous and undisturbed but are arranged in distinctive m-scale packages located within broad (10–12 m) and shallow (50–80 cm) multistorey channels that are separated by planar and undulating erosional unconformities (Fig. 5a). Within these packages, individual beds (4–20 cm thick, <12 m lateral extent) are largely conformable to each other, occasionally with reactivation surfaces (Fig. 5b). These beds comprise planar well-sorted medium to fine sand (Ss, Sl, Sh and Sm facies), trough cross-bedded medium sand (St facies), planar cross-bedded medium to coarse sand (Sp and St facies) and ripple cross-laminated fine sand (Sr facies). The latter shows type B climbing ripple-drift cross-lamination (sensu Jopling and Walker, Reference Jopling and Walker1968), rising to the southeast but with high directional variability. This is also shown in the other trough cross-bedded facies: as an example, one cross bed dips 020 to 060°, but this angle flattens along the same bed in the direction of sediment deposition (to the south). The directional signatures of structures within adjacent beds, or between channel fills and the sediments into which the channel is incised, may also vary by about 90°. Soft-sediment intraclasts of massive silt (Fm facies) are also present above bounding contacts at the base of sand beds (Fig. 5c). These clasts (1–4 cm diameter) are dispersed laterally, discontinuous, flat-lying and subrounded in morphology. There is no clear indication of these soft-sediment clasts being broken up during transport. Gravel beds (8 m thick in total) at the top of the Blowers Bluff section are conformable to the underlying sands. Units containing cross beds are laterally continuous and comprise different gravel facies (Gcm, Gcs and Gms) where individual beds are 30–50 cm thick and associated with incised channels that have asymmetric infills, similar to those in the underlying sands. Rafted intraclast blocks of silt (Fm facies) up to 1.2 m long and 50 cm thick are located within the base of the gravel beds.

Fig. 5.

Sediments and deformation structures at Blowers Bluff. (a) Metre-scale sand and silt packages (indicated by the arrows) within cut and fill channels; (b) ripple and trough cross-bedded sands with silt drapes, and mud clasts as lags at the base of channel fills; (c) detail of mud clasts and superimposed multistorey channel fills with normally graded cm-scale infills or laterally persistent sand laminae and (d) rectilinear cross-bedded surfaces within dm-scale channelised sand packages marked by erosionally unconformable boundaries. Trowel is 19 cm long.

Sediments at Blowers Bluff record deposition in a proglacial outwash environment, evidenced by the presence of shallow and migrating channels with sand beds and channel infills directed in different directions (Landvik and Mangerud, Reference Landvik and Mangerud1985). The sediment packages located between laterally extensive unconformities may correspond to cycles of sedimentation events, possibly driven by meltwater availability. Such cyclic aggradational episodes have been described from Pleistocene outwash plains (Pisarska-Jamroży and Zieliński, Reference Pisarska-Jamroży and Zieliński2014). Cross-bedding of different types reflects infilling episodes within channels in more distal outwash locations (Blažauskas and others, Reference Blažauskas, Jurgaitis and Šinkūnas2007). An upward increase in gravel beds suggests more competent fluvial transport and thus increasing proximity to the ice front. The absence of diamicton interbeds suggests a location far enough away from the ice front to exclude mass flows of different types. Soft-sediment intraclasts within gravel and sand beds indicate substrate erosion during sediment transport, and erosion of more proximal and pre-existing fine sediment beds from the glacier forefield. The relatively intact yet subrounded nature of the intraclasts suggests a relatively short transport distance. Morphologically similar soft-sediment clasts have been reported from other outwash settings, including elsewhere in Puget Sound (Knight, Reference Knight1999a, Reference Knight2009).

Point Partridge

Point Partridge is mentioned by Dethier and others (Reference Dethier, Pessl, Keuler, Balzarini and Pevear1995, Reference Dethier, Dragovich, Sarna-Wojcicki and Fleck2008) as recording ice contact deposits; however Demet and others (Reference Demet, Nittrouer, Anderson and Simkins2019) described it as a grounding zone affected by different phases and styles of subglacial and proglacial deformation. The exposed section at Point Partridge is 10 m high and comprises two major units (Fig. 3c). Unit 1 is 2 m thick and contains sand, gravel and clay/silt beds that are interbedded and deformed. The upper surface of unit 1 dips below beach level and is overlain generally conformably by unit 2, diamicton and sand beds. In detail, unit 1 contains an intact lens-shaped raft of massive clay that has thin wisps of granules throughout and scattered rare pebbles (<5 cm diameter). This raft (1.5 m thick, 6 m long) is hosted within massive gravels with a significant silty matrix (thus can be termed a diamictic gravel; Gms and Dms facies). Raft margins are sharp and largely intact. The upper surface of the raft however has been variously plucked and sheared resulting in smaller subangular fragments becoming detached from the main raft body (Fig. 6). Several different deformation styles are found around the raft margins. A wedge-shaped fracture aligned 080–260° developed to 40 cm depth from the surface of the raft is infilled with the hosting gravels (Fig. 6a). Larger clasts are aligned parallel to wedge margins. Elsewhere along the upper raft surface, smaller blocks have become detached along minor shear planes, with the direction of fragment transport towards the south, corresponding to regional ice flow (Figs 6b and c). It is notable that the outer edges of many silt clasts are partly armoured by gravels. Laterally, at the base of the section, interactions between silt and gravel beds are shown by the development of ball and pillow structures (Figs 6e and f). In detail, these structures (~10 cm in width, breadth and height when seen in three dimensions) represent the downward sagging of denser materials from above; it is notable that original laminations in the sagged material are preserved. In places, the intact silt beds have been affected by conjugate fractures, but these do not show a dominant alignment direction. The clay/silt rafts and beds are overlain by gravels (Gcm and Gcs facies).

Fig. 6.

Sediments and deformation structures at Point Partridge. (a–d) Evidence for brittle fracture of thick and massive silt bed overlain by gravels and sands: (a) flexural fracture of the silt bed and infilling of gravels from above; (b) U-shaped erosional channel infilled with poorly sorted gravels and angular silt soft-sediment clasts. Note the arc-like erosional surface across the top of the U-shaped channel; (c) fractured and laterally transported silt raft, incorporated into the gravel debris flow; (d) dm-scale silt raft transported by rafting at the top of the underlying gravel flow, supported by high-dispersive pressure; (e–j) evidence for ductile deformation within the silt bed: (e) ball and pillow structure developed in cm-scale silt and sand beds; (f) pods of sand rolled into surrounding silts as the core of a sheath fold; (g) massive gravels deforming into a pre-existing fold developed in the massive silt bed; (h) rounded silt soft-sediment clasts incorporated into a folded silt and sand structure; (i) a silt mega-raft (right) incorporated within a gravel bed. The raft is (d) is located in the top left; (j) complex disharmonic folding in vertically-rotated cm-scale silt beds (left of the trowel), with silt brecciation and sand gravel sags. Trowel is 19 cm long.

Beds in the surrounding gravels are broadly parallel to the raft surface; upwards, the angle of gravel bed dip increases and the gravel beds (40 cm thick) become finer, more clearly planar stratified (occasionally normally graded) and with amalgamated undulating silt and sand interbeds. At the contact of the gravel beds with overlying unit 2, different styles of water escape, brecciation and dewatering are seen. Shearing and dewatering structures are present at the tops of individual gravel beds. Clastic dikes associated with hydrofracturing (water escape) through interbedded sand and gravel beds are vertically aligned and are located at the top of unit 1. One significant clastic dike is >2 m high and 10–60 cm wide, cuts across the sediment stratigraphy and is associated with both normal and reverse faulting on either side of the dike. There is a planar erosional contact to unit 2. This unit (8 m thick) comprises laterally extensive and massive gravelly diamictons (Dms and Dmm facies) that are interbedded with discontinuous massive sand lenses (Sm facies). These beds (0.8–1.5 m thick) have dispersed subrounded pebbles to cobbles, occasionally arranged into flat-lying single layers. The dominant matrix is medium to coarse sand. Upwards, gravel beds have been affected by folding with consistent axial plane orientation (Fig. 7). Folds are located within single beds and extend laterally over about 5 m, comprising several open and asymmetrical fold elements. Upwards, fold deformations are accommodated within the sediment pile.

Fig. 7.

Sketches of folds developed in diamictic gravel beds at Point Partridge. (a) Open and chevron folds with consistent axial plane strikes and (b) interactions between adjacent gravelly diamicton and silt beds when folded. Minor normal faulting of silt beds may reflect bed extension across the top of the fold.

Sediments at Point Partridge record processes associated with ice advance or oscillation into a water-dominated (likely glacimarine) environment. Evidence for this is the formation, transport and partial breakage of the clay/silt raft hosted within gravel beds. The presence of dropstones within the clay/silt sediments suggests it was deposited in a glacimarine environment ahead of the ice margin and subsequently overridden. Rafting is most commonly associated with subglacial sediment freeze-on or shearing, and deposition at the ice margin (Croot, Reference Croot1987). Key to this interpretation is the presence of hosting gravels, interpreted as prograding delta deposits (supporting the viewpoint of Demet and others (Reference Demet, Nittrouer, Anderson and Simkins2019) as a grounding zone) that increase in depositional angle over time and during southward progradation. Thus, the clay/silt raft is interpreted as deposited at a grounding zone from subglacial transport, and subsequently modified by basal shearing during marginal ice oscillation. Evidence for this is the presence of brittle fracture and shearing features on the raft surface (Figs 6a–d) and ductile deformation features observed more distally and showing the interactions between sediments of different densities (Figs 6e–j). These different structures also reflect changes in properties of the clay/silt sediments: soft-sediment features at raft and sediment margins are indicative of deformation taking place while the sediments were in a softened state. This was followed by postdepositional overconsolidation on the upper raft surface, leading to a more brittle style of deformation by shearing and fracturing, including the fluid injection of gravels along sheared partings as porewater was expelled from the main sediment body. It is notable that this site at Point Partridge is located very near (400 m) to the kettle hole of Lake Pondilla and thus may have been potentially affected by the loss of lateral support, giving rise to faulting.

Barnum Point

Sediments here (<20 m thick) are organised into two lithostratigraphic units (Fig. 3d) that are tabular in geometry and laterally extensive, with the coastal cliff exposure extending for hundreds of metres. Unit 1 becomes stratigraphically lower laterally, and unit 2 reaches beach level. The basal unit (unit 1, 12–20 m thickness in total) comprises laterally continuous, tabular sand and gravel beds (Sm, Sr, Sl and Gcs facies), individually 20–80 cm thick, that are interbedded with lenses and stringers of diamictons (Dmm facies). In detail, the sand beds are arranged into elongate and undulating lenses with a wavelength of 3–6 m and relief of 50 cm. Beds are composed of poorly sorted medium to coarse sand, and bed boundaries are marked by minor erosional unconformities with granule to pebble lags. Sand beds <10 cm thick form shallow to swaley low-angle sheets that are laterally extensive and do not appear to show a preferred dip direction. The dip angle can vary laterally within individual sand beds. Interbeds of granules to pebbles <4 cm in diameter (Gcs and Gms facies) form discontinuous sheets 8–10 cm thick that pinch out laterally. The base of these interbeds is planar and without significant basal erosion.

These sands and gravels are overlain conformably by unit 2, comprising massive to stratified diamictons (8 m thick in total) interbedded with discontinuous layers and lenses (<2 m long) of massive to cross bedded sands (Fig. 8). The diamicton beds (Dms and Dmm facies) are generally planar, 1.5 m thick with gradational upper and lower boundaries. The diamicton matrix is composed of massive silt to fine sand with dispersed subrounded pebbles <8 cm in diameter. Some diamicton beds contain variously swaley to undulating flow noses defined by changes in clast concentration. This unit also has sand and laminated silt stringers present throughout. These are <1 cm thick and have sharp lower and diffuse upper contacts.

Fig. 8.

Sediments and deformation structures within unit 2 at Barnum Point. (a) Reverse-faulted margin showing a m-scale downthrown block (relative movement direction indicated); (b) imbricated and stacked diamicton beds (sheared boundaries indicated); (c) upward going m-scale intersecting shears and clastic dikes, at the position of the trowel, with density-drive sags in diamicton beds seen in the top right; (d) thin and linear sandy parting along a listric shear, at the position of the trowel; (e) relationships between shearing and folding structures, outlined in yellow, with direction of relative movement shown by the arrows. The trowel is located in the core of an overturned fold developed in a diamicton bed; (f) density-driven sags developed in diamicton beds that may have been glacitectonically transported. Trowel is 17 cm long, pencil is 15 cm long.

Various deformation structures are observed within unit 2 (Fig. 8). Folds are present within diamicton beds, in particular near the contact between units 1 and 2 and where associated with lenses of laminated fine sands to clays, some of which are overfolded or contorted, especially at the base. Folds vary from symmetrical to asymmetrical, recumbent and sheath. Where asymmetrical, the fold axis verges in a down-ice direction, resulting in an up-ice dipping axial surface. Commonly, individual folds are developed within the same stratigraphic horizon, and are thus considered to be laterally connected. Repeated folds within the same unit are <1.5 m high, 4 m long and have a variable wavelength of 2–10 m. The largest folds are asymmetrical, occasionally sheath folded and have a closer spacing, whereas more subdued folds are farther apart. The entire lowermost 4.5 m of the section is disturbed by folding within diamicton beds, with settling of heavier clasts into syn-fold hollows, and passive deformation of denser diamicton into less dense materials.

Shearing and hydrofracturing within the diamicton beds is well preserved. Different fault activity relates to ice push followed by sediment relaxation. Shears are listric originating from near bed bases, and have an up-ice dip. Clastic dikes (cm-scale in thickness but 2–5 m long) are developed in association with some of these shears (Figs 8c–e). All of the clastic dikes observed at Barnum Point have a similar geometry, comprising angular, inclined and planar structures 0.5–2.0 cm wide with sharp and planar margins, and infilled with sorted medium to coarse sand. The grain size of the infill decreases upwards. In places, the clastic dikes rise in a down-ice direction and have a zigzag outline shape in which the dikes appear to have developed along a step-like pattern of brittle fractures, resulting in a pull-apart expression of adjacent sides of the fracture, with a consistent spacing of 3–5 mm. Other structures have a more triangular shape, tapering upwards and are infilled by pebbles and granules derived from underlying sediments (Figs 8b–d). Different dikes are variously cut out by or sometimes penetrate through overlying diamicton beds. Several examples are also observed of clastic dikes that are directed upwards from fold hinges. Figure 9 plots the strikes and dips of different sedimentation and deformation structures within unit 2 at Barnum Point. It is notable that these span a range of alignments, are in most cases vertical structures, and that fold axes are not concordant with southward regional ice flow. Field observations show however that fold properties such as direction of vergence are similar within a single bed but vary between beds. A maximum of 12 folds was counted within a single bed over a distance of about 40 m. These characteristics suggest that deformation structures within single beds are likely genetically related and correspond to the same event.

Fig. 9.

Lower hemisphere stereoplot of various depositional and deformational structures within unit 2 at Barnum Point.

The sand and gravel beds of unit 1 are interpreted as deposited in a subaqueous proglacial environment, in which tabular and usually massive beds reflect high-sediment supply (Landvik and Mangerud, Reference Landvik and Mangerud1985). The general absence of significant erosion at bed bases suggests a location not close to the ice margin and thus less affected by high-magnitude flood events. Some sand beds containing shallow-angle cross-beds can be interpreted as migrating bars, typical of a proglacial forefield (Blažauskas and others, Reference Blažauskas, Jurgaitis and Šinkūnas2007). The gravelly interbeds located between sand beds are interpreted as unchannelised sheetflows and associated with episodic higher-magnitude flow events. The diamicton beds of unit 2 are interpreted as deposited by debris flows based on their massive texture, presence of dispersed clasts except in association with flow noses where they exhibit inverse grading, gradational bed boundaries indicative of repeated instability and high-depositional water content (as evidenced by passive loading at the base). The deformation structures within unit 2 are associated with changes in porewater pressure as the ice margin became more proximal to this location, giving rise to interactions between ice and bed. The subhorizontal dewatering structures present at the base of the section may reflect porewater escaping from one bed into the overlying bed, in response to sediment deposition and thus loading, also evidenced by the loading structures observed at bed bases (Fig. 8f). In many places, the synsedimentary folding and brittle hydrofractures and fluid flow along developing shear planes appear to be genetically associated. Folding (compression) in both subglacial and proglacial contexts increases porewater pressure directed ahead of the ice margin and facilitates porewater expulsion through the sediment pile. The coincidence of basal parts of clastic dike-filled shear planes with the uppermost hinge plane of folds suggests that this part of the fold is particularly susceptible to thinning and/or fracturing, forming a weak spot for porewater to escape. Thus, based on the co-dependence of these structures on fold formation, they can be termed parasitic clastic dikes. It is also notable that overfolding has taken place in immediate association with a shear plane (Fig. 8e), suggesting that differential movement imposed by ice-push (creating the shear plane) then caused folding of the overlying soft sediments. This shear was then exploited as a conduit for fluid migration, creating the clastic dike infill. Oscillation into or minor overriding of these proglacial sediment, in a waterlain environment, means that sediments were successively exposed to ice advance (folding), retreat and relaxation (reverse faulting) phases (e.g. Fig. 8a). Thus their deformation structures can be considered as possibly composite, reflecting several porewater and strain phases.

Ebey Lodge

This exposure (12 m high) is located within a moraine ridge and shows (unit 1) a basal 1.5 m thick unit of brecciated massive to laminated silty clay (Fl and Fm facies) overlain conformably by (unit 2) sands (Sm and Ss facies) with gravelly diamicton interbeds (Dms facies) (Fig. 3e). The silt beds of unit 1 show mm-scale rhythmically laminated silt–clay sediment packages, separated by more massive cm-scale silts. These beds are parallel, flat-lying, conformable and are not disturbed by ripples, reactivation surfaces or any other structures. However, the uppermost 50 cm of this unit shows intersecting normal and reverse faults that exhibit net movement (compression) in the direction of regional ice flow, to the south, giving rise to lateral offsets of 2–12 cm (Fig. 10a). The contact between units 1 and 2 is generally sharp but jagged, reflecting the partial breakup of the brecciated silts below. These silts are not incorporated into the overlying sediment beds. Unit 2 (<12 m thick in total) dominantly comprises diamicton beds that vary in thickness and properties laterally, and that are interbedded with sand and gravel beds. Individual diamicton beds are 0.4–2.5 m thick, and generally tabular with planar, amalgamated contacts. The diamicton beds become better stratified upwards with a concentration of clasts towards the bottom of individual beds. The sand interbeds are laterally continuous lenses (<6 m in width, 40 cm thick) of well sorted massive sand. Individual lenses (Sm facies) are planar to slightly undulating, located between adjacent diamicton beds, and have erosional lower and amalgamated upper contacts. More laterally extensive and tabular sand beds (Ss facies, 50–80 cm thick) are cross-bedded with planar erosional lower and undulating upper contacts. Gravel interbeds (Gcs facies) are 1.5–2.0 m thick and wedge out laterally, associated with erosional upper contacts. The gravels are clast supported by subrounded to well-rounded pebbles (<7 cm diameter). The diamicton beds, dominant in unit 2, are massive to poorly stratified (Dmm and Dms facies), varying in medium to coarse sand matrix content such that some patches of poorly sorted gravel (Gcm and Gcs facies) are present. Subrounded pebbles and cobbles (<12 cm diameter) within these beds are dispersed throughout. Sand stringers and clast-supported pebble lenses are common (Figs 10b and c).

Fig. 10.

Sediments and deformation structures at Ebey Lodge. (a) Sketch of inclined faults and deformed mud beds (black shading), showing the dip direction and dip angle; (b) inversely bedded gravel lenses separating diamicton beds and (c) deformed mud beds at the base of inclined diamictic debris flows. Trowel is 19 cm long.

Sediments at Ebey Lodge were deposited in an ice-marginal environment, evidenced by location of the section within a moraine ridge that clearly extends across Whidbey Island (e.g. Demet and others, Reference Demet, Nittrouer, Anderson and Simkins2019). The silty beds of unit 1 are interpreted as waterlain sediments deposited in a quiet-water environment. The presence of rhythmically-laminated packages unaffected by any water disturbance suggests a proglacial lake setting (Shaw, Reference Shaw, Jopling and McDonald1975) but a marine setting would fit with regional evidence (Demet and others, Reference Demet, Nittrouer, Anderson and Simkins2019). The faulting in the upper part of the profile reflects subsequent ice overriding (either at this site or more up-ice), likely associated with building of the moraine ridge. Deposition of the overlying sands, gravels and gravelly diamictons suggests a water-influenced environment, evidenced by the interbedding between better sorted sands and gravels, and more poorly sorted diamictons deposited by mass flows consistent with an increase in local relief caused by moraine ridge formation (van der Wateren, Reference van der Wateren1994). The presence of cross-bedding within the sand beds suggests nonconstrained underflows took place within a lake or marine environment.

Cavalero Beach

This section is 200 m long and <20 m high (Fig. 3f) and comprises two sediment units dominated by diamicton beds containing laminated silt/clay interbeds. In unit 1 (16 m thick in total), the diamicton beds (Dmm and Dms facies) are laterally continuous, vary in thickness (0.3–1 m thick) and are inclined (<8° to south) to flat lying. Both bed thickness and dip angle decrease southwards. Individual beds terminate laterally in a rounded zone marked by a higher concentration of clasts (Fig. 11). Diamicton beds are matrix dominant (80–90%), comprising medium to coarse sand with subrounded to well-rounded granite and quartzite pebbles (<10 cm diameter) that are dispersed throughout the bed, occasionally with subrounded boulders <50 cm diameter. Clasts are striated and bullet-shaped. To the south, clasts become more common and concentrated at the top of the bed and with a(p) fabrics, but there is no accompanying variability in the matrix component. Some m-scale granite erratics released by coastal erosion from these beds are found as boulders on the adjacent beach. The diamictons within unit 1 also contain gravel-dominated sag structures located within the middle of some individual beds. These structures (<1 m wide, 30 cm deep) are symmetrical and tear-drop shaped and contain clast-supported clusters of pebbles (<6 cm diameter) within the middle of the sag. Individual sag structures are not connected to each other laterally and do not show any particular spatial or stratigraphic patterns. Unit 2 (4–6 m thick in total) comprises a massive diamicton (Dmm facies) that overlies a laterally continuous and flat-lying erosional contact. Texturally, there is no distinction between the upper and lower diamictons, but the upper one contains overfolds that are preferentially developed in clast-poor layers, folded around less mobile clast-rich layers. Within both diamicton units, individual beds are commonly separated by thin and laminated silt/clay interbeds (Fl facies) that are <8 m long and <10 cm thick. The laminae are planar and undisturbed although in some places small (<1 cm) rounded clasts are present, dispersed throughout. The interbeds pinch out laterally and may be deformed by loading from overlying beds, or cm-scale brittle fractures within upper parts of the interbeds that have internally displaced laminae by a few mm to the southeast.

Fig. 11.

Sketch of different deformation structures present within unit 1 at Cavalero Beach.

Within both depositional units, a range of deformation structures is present, in particular towards the tops of individual beds. In the silt/clay interbeds, shears can be identified, forming slickensides along lamina partings. Clastic dikes are present at the tops or bottoms of individual beds. These are subvertical and linear structures, 0.2 to 3 m long and 1 to 25 cm wide, with diffuse upper and lower ends but well-marked middle sections defined by sharp and planar fractures between which sediment has been injected (Fig. 11). This internal sediment is texturally similar to, or slightly finer than, the host diamicton but clasts are absent. Dike margin strike is generally 060–240°.

The diamicton beds at Cavalero Beach are interpreted as debris flows, directed away from the ice margin and in a waterlain environment (van der Wateren, Reference van der Wateren1994). This environmental setting is evidenced by the dispersed clasts within the diamicton beds; the presence of sag structures indicative of clast floundering within water-saturated sediments; and laminated clay interbeds separating individual diamicton beds and that contain dropstones. The diamictons are interpreted as debris flows generated down shallow subaqueous slopes. Laterally, the diamicton beds show some evidence of internal sorting during transport, in which clasts with a(p) fabrics have been surfed on flow tops, maintained by high-dispersive pressure (Mulder and Alexander, Reference Mulder and Alexander2001). The association of clastic dikes at tops and bottoms of these beds is likely due to loading at the bottom of the beds, and then brittle fracture associated with upward porewater expulsion as clasts settle within the flow. Flow collapse and compaction took place near the flow nose as a consequence of porewater expulsion, resulting in rapid velocity decrease and flow nose ‘freezing’. This is evidenced by the rounded front of the flow, indicative of a loss of porewater, rather than a long and thinning runout zone indicative of coarse sediment loss behind the flow nose (Talling and others, Reference Talling, Masson, Sumner and Malgesini2012). The laminated interbeds are interpreted as periods of sediment rainout through the water column following the passage of turbulent debris flows.

Double Bluff

This site was mentioned by Dethier and others (Reference Dethier, Dragovich, Sarna-Wojcicki and Fleck2008). Here, a section 12 m high contains massive silts overlain by a massive matrix dominant diamicton and then a gravelly diamicton. Easterbrook (Reference Easterbrook1992) considered these to belong to the penultimate glaciation on the basis of constraining amino acid ratios from overlying glacimarine sediments. These basal sediments are thus not considered further here. However, the gravelly diamicton is in turn overlain by a single sediment unit (8 m thick in total) comprising massive to stratified well-sorted sands (Sm, Ss and St facies; 1.5–4.0 m bed thickness) infilling low points on the diamicton surface (Fig. 3g). These beds are arranged within broad, multistorey and cross-cutting channels and contain single gravel or silt interbeds located above erosional unconformities. Isolated pebbles (<6 cm diameter) are dispersed throughout the cross-bedded units.

Laterally, the basal facies of this unit comprises 4 m of granules with laterally continuous dm-scale stratification and coarse sand to pebble interbeds, some of which are cross-bedded (Gcs and Ss facies). These include cross-bedded and cut and fill sands grading up to fine sand and silt beds with ball and pillow structures. These sediments are overlain unconformably by flat lying massive to rippled medium sand (Sm and Sr facies) with vertically aligned ball and pillow structures <1.5 m high, 2 m wide and with a wavelength of 1 m. These structures are developed in the massive sand beds and are identified based on their being slightly coarser than the surrounding sediments. Sand beds are disturbed in different ways. Beds may be disturbed along vertically aligned faults or upward-going dewatering structures present in the bottom parts of individual beds. There is no lateral displacement recorded on adjacent sides of these structures. Larger-scale bed disturbance is also shown in the upper 4 m of the profile. Here, basal liquefaction of fine sand beds resulted in the mixing of these sediments with overlying coarser sands, and the injection of sediment, in a down-ice direction, along pre-existing bed partings (Fig. 12). Pre-existing bedding structures have been deformed vertically, forming dm-scale ball and pillow and diapiric structures within the fluidisation zone.

Fig. 12.

Upward-directed movement of fine sediments leading to bed deformation and parasitic clastic dikes at Double Bluff.

The sand beds at Double Bluff reflect deposition in a proglacial water-influenced environment, evidenced by the presence of water-sorted and cross-bedded sediments within channels incised into an outwash plain (Salamon, Reference Salamon2009). Deposition took place in a proglacial environment in which large-scale channels were migrating across an extensive and uniform outwash plain (Blažauskas and others, Reference Blažauskas, Jurgaitis and Šinkūnas2007). This is evidenced by the general absence of gravel beds or lags within incised channels, or any transported soft sediment clasts. The deformation structures within the sand beds at Double Bluff reflect rapid porewater movement through the sediment pile. Upward-directed movement is suggested by an upward decrease in degree of sediment mixing (fluidisation) and narrowing of the structural expression of this porewater flow, through development of hydrofractures that thin and pinch-out upwards (Lowe, Reference Lowe1975; Phillips and others, Reference Phillips, Merritt, Auton and Golledge2007). This reflects an upward decrease in water pressure and the accommodation of liquefied fine sands within the overlying undisturbed sand. The absence of any lateral displacement associated with the sediment injection structures suggests that this was not affected by either ice-push or the generation of faults within the sand beds. The presence of upward-going sediment injection structures, however, suggests steep proglacial hydraulic gradients, possible controlled by permafrost aquicludes that can act to focus groundwater movement ahead of the ice margin and allow porewater to burst through overlying sediments causing large-scale fluidisation (Boulton and Caban, Reference Boulton and Caban1995). This process has been reported from proglacial forefields (Knight, Reference Knight2006).