Locus A.7J79.058
General Information
Locus Type:
Architecture
Supervisor:
T. Venner; S. Stewart
Designation:
E-W wall between Walls 21 &7J78:13
Reason:
Stones in a line
Top Separation:
Clear
Bottom Separation:
Average
Start Date:
19 Jul, 2006
End Date:
21 Jul, 2006
Interpretation
Function:
Prob a connecting wall between Wall 21 on the E and, with 7J78:13, the perimeter wall on the W
Stratigraphy remarks:
Later than Wall 21
Balk:
Phase:
Stratum :
Architecture Description
Material
chert Qualifier 1:
chert Qualifier 2:
chert Qualifier 3:
chert Percent:
0
Limestone Qualifier 1:
Hard
Limestone Qualifier 2:
Limesotne Qualifier 3:
Limestone Percent:
100
basalt Qualifier 1:
basalt Qualifier 2:
basalt Qualifier 3:
basalt Percent:
0
nari Qualifier 1:
nari Qualifier 2:
nari Qualifier 3:
nari Percent:
0
mudbrick Qualifier 1:
mudbrick Qualifier 2:
mudbrick Qualifier 3:
mudbrick Percent:
Arch Frags:
0
Fragment Type:
Quarry:
Wall Stones
Cobble (6-25 cm) %:
30
Small Boulder (25-50cm) %:
70
Medium Boulder (50-75cm) %:
0
Large Boulder (75-100cm) %:
0
Very Large Boulder (>1 m) %:
0
Chinkstones
Pebble (.2-6 cm) %:
40
Cobble (6-25 cm) %:
60
Fillstones: (in Rubble-filled Construction)
Cobble (6-25 cm) %:
0
Small Boulder (25-50cm) %:
0
Medium Boulder (50-75cm) %:
0
Large Boulder (75-100cm) %:
0
Very Large Boulder (>1 m) %:
0
Brick
Length (upper):
0.0
Length (lower):
0.0
Width (upper):
0.0
Width (lower):
0.0
Depth (upper):
0.0
Depth (lower):
0.0
Dressing: (Stone Only)
Unhewn %:
100
Semi-hewn %:
Dressed %:
0
Ashlar %:
0
Bossed %:
0
Tooling (Stone Only)
Upper Width:
0.0
Lower Width:
0.0
Upper Length:
0.0
Lower Length:
0.0
Sketch:
false
Photo:
false
Mortar
Dry-laid %:
100
Clay %:
0
Mud %:
0
Cement %:
0
Plaster %:
0
Average Thickness:
0.0
Facing
Facing:
Unfaced
Color:
Construction
Style:
Boulder & Chink
Support:
Free-standing
Tendencies:
Courses
Highest Count:
4
Lowest Count:
1
Random:
false
Rows
Highest Count:
3
Lowest Count:
3
Two with Rubble:
false
Random:
false
Measurements
Greatest Length in meters:
6
Greatest width in meters:
1.58
Smallest width in meters:
0.2
Greatest Height in meters:
0.82
Lowest Height in meters:
0.47
Orientation (degrees):
284
Dip (degrees):
5
Preservation
Preservation:
Partial Superstructure: Half
Lean Direction (degrees):
0
Lean Degrees:
0
Top Foundation Level:
0.0
Remarks
Remarks:
Levels
| Location | Top Level | Bottom Level |
|---|---|---|
| 19 | 912.12 | 911.77 |
| 32 | 913.34 | 0 |
| 33 | 913.26 | 0 |
| 34 | 913.41 | 0 |
Stratigraphy
| Under | Earth layer | A7J79:056 |
| Equals | Wall | A7J78:013 |
| Abuts | Wall | A7J79:021 |
| Sealed agnst by | Earth layer | A7J79:057 |
| Sealed agnst by | Earth layer | A7J79:072 |
| Under | Earth layer | A7J79:083 |
| Equals | Wall | A7J78:016 |
| Sealed agnst by | Earth layer | A7J79:078 |
| Sealed agnst by | Earth layer | A7J79:069 |
| Sealed agnst by | Earth layer | A7J79:071 |
| Sealed agnst by | Earth layer | A7J79:084 |
| Sealed agnst by | Earth layer | A7J79:085 |
| Equals | Wall | a7j69:073 |
Pails
| Number | Date | Baskets | Total | Diagnostic | Published | ||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 220 | 21 Jul, 2006 | 39 | 7 | 1 | 0 | ||||||||||||||||||
Pottery Readings
|
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Photos
| Date | Photo Number | Subject | Photo |
|---|---|---|---|
| 19 Jul, 2006 | 06A78242 | Progress |
|
| 20 Jul, 2006 | 06A79268 | Progress |
|
| 21 Jul, 2006 | 06A79285 | Progress |
|
| 13 Jul, 2010 | 10A79182 | progress |
|
| 15 Jul, 2010 | 10A79207 | progress |
|
| 28 Jun, 2010 | 10A79028 | progress |
|
| 05 Jun, 2010 | 10A79092 | progress |
|
| 14 Jul, 2010 | 10A79195 | progress |
|
| 16 Jul, 2010 | 10A79219 | progress |
|
| 19 Jul, 2010 | 10A79230 | progress |
|
| 20 Jul, 2010 | 10A79248 | progress |
|
| 21 Jul, 2010 | 10A79265 | progress |
|
| 22 Jul, 2010 | 10A79281 | progress |
|
| 30 Jun, 2010 | 10A79054 | progress |
|
| 30 Jun, 2010 | 10A79056 | progress |
|
| 30 Jun, 2010 | 10A79057 | progress |
|
| 01 Jul, 2010 | 10A79067 | progress |
|
| 02 Jul, 2010 | 10A79079 | progress |
|
| 15 Jul, 2010 | 10A79208 | progress |
|