field methods for probe installation 300311

12
Hand excavated trench Ditch Plan view Cross section view Strategy for Harnhil Present soil ‘Geology’ ‘Geology’ Ditch fill Step 1. Trench surveyed in and present soil removed by hand to the level of the underlying geology / top of the uppermost ditch fill. Artefacts are recovered. c. 0.15m

Upload: dart-project

Post on 25-Dec-2014

691 views

Category:

Education


0 download

DESCRIPTION

Presentation from Keith Wilkinson about the equipment installation strategy. Will be supplemented by Nicole Metje on the day

TRANSCRIPT

Page 1: Field methods for probe installation 300311

Hand excavated trench

Ditch

Plan view

Cross section view

Strategy for Harnhill

Present soil

‘Geology’ ‘Geology’Ditch fill

Step 1. Trench surveyed in and present soil removed by hand to the level of the underlying geology / top of the uppermost ditch fill. Artefacts are recovered.

c. 0.15m

Page 2: Field methods for probe installation 300311

Hand excavated trench

Ditch

Plan view

Cross section view

Strategy for Harnhill

Present soil

‘Geology’ ‘Geology’

Ditch fills

Step 2. Ditch fills are removed separately by hand until the ‘geology’ is reached. Artefacts recovered from each ditch fill are kept separate. Total station/GPS measurements are taken on the surface of the ‘geology’ to produce a surface model. Cores collected.

Hand excavate ditch fills

Cores outside ditch (not Cherry Copse)

Cores inside ditch

c. 0.55mc. 0.15m

Page 3: Field methods for probe installation 300311

Hand and machine excavated trench

Ditch

Plan view

Cross section view

Strategy for Harnhill

Present soil

‘Geology’ Ditch fills

Step 3. Machine excavate trench to 0.8-1.0m depth across its entire area.

0.8-1.0m

c. 0.15mc. 0.55m

Page 4: Field methods for probe installation 300311

Hand and machine excavated trench

Ditch

Plan view

Cross section view

Strategy for Harnhill

Present soil

‘Geology’

Step 4. Draw and photograph both long sections. Collect geoarchaeological and geotechnical samples. Mark sample locations on section drawing and photograph in situ.

0.8-1.0m

Monolith samples

c. 0.15m

Page 5: Field methods for probe installation 300311

Hand and machine excavated trench

Ditch

Plan view

Cross section view

Strategy for Harnhill

Present soil

‘Geology’

Step 5. Install monitoring equipment (on opposite long section from the monolith samples)Step 6. Machine backfill trench and compact

0.8-1.0mData logger, batteries etc. Sensors

c. 0.15m

Page 6: Field methods for probe installation 300311

Preliminary schedule:Strategy for Harnhill

Day 1 (Monday 11 April): Survey in trenches and hand removal of present soil (ideally survey the trenches in the week before) – Step 1.Day 2 (Tuesday 12 April): Complete removal of topsoil and hand excavation of ditch fills. Production of archaeological written records (context sheets etc) – Steps 1-2. Collect cores.Day 3. (Wednesday 13 April – a long day!): Machine excavation of trenches, sections drawn and photographed, simultaneous collection of monolith samples and installation of probes/monitoring equipment, monolith and probe locations marked on section drawing and photographed, monolith samples extracted, trench machine backfilled – Steps 3-5.Day 4. (Thursday 14 April – if required): Compact backfilled area, reinstate and fence off, check monitoring equipment – Step 5.

Page 7: Field methods for probe installation 300311

Machine excavated trench

Ditch

Plan view

Cross section view

Strategy for Diddington

Present soil

‘Geology’ ‘Geology’Ditch fill

Step 1. Trench surveyed in and present soil removed by machine to the level of the underlying geology / top of the uppermost ditch fill. Artefacts are recovered.

c. 0.30m

Page 8: Field methods for probe installation 300311

Machine excavated trench

Ditch

Plan view

Cross section view

Present soil

‘Geology’ ‘Geology’

Ditch fills

Step 2. Ditch fills are removed separately by hand until the ‘geology’ is reached. Artefacts recovered from each ditch fill are kept separate. Total station/GPS measurements are taken on the surface of the ‘geology’ to produce a surface model. Cores collected.

Hand excavate ditch fills

Cores outside ditch

Cores inside ditchStrategy for Diddington

c. 1.00mc. 0.30m

Page 9: Field methods for probe installation 300311

Machine excavated trench

Ditch

Plan view

Cross section view

Present soil

‘Geology’ Ditch fills

Step 3. Machine excavate trench to 1.2m depth across its entire area.

1.2m

Strategy for Diddington

c. 0.30mc. 1.00m

Page 10: Field methods for probe installation 300311

Hand and machine excavated trench

Ditch

Plan view

Cross section view

Present soil

‘Geology’

Step 4. Draw and photograph both long sections. Collect geoarchaeological and geotechnical samples. Mark sample locations on section drawing and photograph in situ.

1.2m

Monolith samples

Strategy for Diddington

Page 11: Field methods for probe installation 300311

Machine excavated trench

Ditch

Plan view

Cross section view

Present soil

‘Geology’

Step 5. Install monitoring equipment (on opposite long section from the monolith samples)Step 6. Machine backfill trench and compact

1.2mData logger, batteries etc. Sensors

Strategy for Diddington

Page 12: Field methods for probe installation 300311

Preliminary schedule:

Day 1 : Survey in trenches and machine removal of present soil under archaeological supervision. Hand excavation of ditch fills – Steps 1-2.Day 2: Completion of excavation of ditch fills. Production of archaeological written records (context sheets etc) – Steps 1-2. Collect cores.Day 3: Machine excavation of box section, sections drawn and photographed, simultaneous collection of monolith samples and installation of probes/monitoring equipment, monolith and probe locations marked on section drawing and photographed, monolith samples extracted, trench machine backfilled – Steps 3-5.Day 4 (if required): Compact backfilled area, reinstate and fence off, check monitoring equipment – Step 5.

Strategy for Diddington