Arbitrary Unit 1419, noncultural

About this Nonstructure

No Surface
No Masonry

General Location

Northeastern portion of site.

Specific Location

Throughout Block 1400.

Selection Criteria

Eighteen auger holes judgmentally placed to identify structural deposits associated with remote sensing anomalies.

Use

Eighteen auger holes judgmentally placed to identify structural deposits associated with remote sensing anomalies.

Abandonment

Not applicable.

Postabandonment Process

Disturbed by plowing.

Dating of Construction

Not applicable.

Dating of Remodeling

Not applicable.

Dating of Abandonment

Not applicable.

Dating of Midden

Not applicable.

Dating of Reuse

Not applicable.

Date Range

14 (A.D. 771–1258)

Site-Wide Dating

Excavation Details for Excavation Units

In order by excavation unit number.

Excavation Unit

673

Location

Auger test unit 595N 676E.
Northeastern portion of site.
Southwestern portion of Block 1400; 595N 676E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 140-150 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

674

Location

Auger test unit 595N 675E.
Northeastern portion of site.
Southwestern portion of Block 1400; 595N 675E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 101-110 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

675

Location

Auger test unit 595N 674E.
Northeastern portion of site.
Southwestern portion of Block 1400; 595N 674E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Undisturbed native sediment. Excavation ended at 71-80 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

676

Location

Auger test unit 595N 679E.
Northeastern portion of site.
Southwestern portion of Block 1400; 595N 679E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 71-80 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

677

Location

Auger test unit 601N 700E.
Northeastern portion of site.
East-central portion of Block 1400; 601N 700E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ceased at 21-30 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

678

Location

Auger test unit 605N 700E.
Northeastern portion of site.
Northeastern portion of Block 1400; 605N 700E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ceased at 51-60 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

679

Location

Auger test unit 603N 702E.
Northeastern portion of site.
Northeastern portion of Block 1400; 603N 702E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Undisturbed native sediment. Excavation ended at 41-50 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

680

Location

Auger test unit 603N 700E.
Northeastern portion of site.
Northeastern portion of Block 1400; 603N 700E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 31-40 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

681

Location

Auger test unit 603N 698E.
Northeastern portion of site.
Northeastern portion of Block 1400; 603N 698E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Other. Excavation ended at 21-30 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

682

Location

Auger test unit 599N 689E.
Northeastern portion of site.
East-central portion of Block 1400; 599N 689E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Undisturbed native sediment. Excavation ended at 41-50 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

683

Location

Auger test unit 601N 689E.
Northeastern portion of site.
East-central portion of Block 1400; 601N 689E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 31-40 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

684

Location

Auger test unit 605N 689E.
Northeastern portion of site.
Northeastern portion of Block 1400; 605N 689E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ceased at 51-60 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

685

Location

Auger test unit 607N 689E.
Northeastern portion of site.
Northeastern portion of Block 1400; 607N 689E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Undisturbed native sediment. Excavation ended at 51-60 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

686

Location

Auger test unit 603N 691E.
Northeastern portion of site.
East-central portion of Block 1400; 603N 691E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Undisturbed native sediment. Excavation ended at 41-50 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

687

Location

Auger test unit 603N 690E.
Northeastern portion of site.
East-central portion of Block 1400; 603N 690E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ceased at 21-30 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

688

Location

Auger test unit 603N 689E.
Northeastern portion of site.
East-central portion of Block 1400; 603N 689E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 31-40 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

689

Location

Auger test unit 603N 688E.
Northeastern portion of site.
East-central portion of Block 1400; 603N 688E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 21-30 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description
Arbitrary Unit
1419
noncultural

Excavation Unit

690

Location

Auger test unit 603N 687E.
Northeastern portion of site.
East-central portion of Block 1400; 603N 687E.

Selection Criteria

Judgmental. Auger hole judgmentally placed to identify structural fill associated with remote sensing anomalies.

Excavation Strategy

Full cut.

Unit Ends at

Fill continued. Excavation ended at 71-80 cm below modern ground surface.

Study Unit(s) Identified in this Excavation Unit

Study Unit Type
Study Unit Number
Study Unit Description