Amendment 0003 Attachment 04 Geotech Rep Appendix 2.pdf
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- Solicitation number
- 36C77625B0029
About this file
This document is a Geotechnical Model report for the VISN Warehouse project located in Parma, Ohio, prepared by Terracon (Project No. N6235192). The report presents detailed subsurface geological layering and soil composition across multiple boring locations (B-1 through B-9 and I-1 through I-2).
The geological model consists of four primary layers: Surface Cover (topsoil or aggregate), Fill (sand), Cohesive Soil (stiff silt or medium stiff to hard clay), and Bedrock (highly weathered and very weak shale). The model includes specific depth measurements and elevation data (ranging from approximately 1,268 to 1,294 feet MSL), with notes indicating that groundwater levels are temporal and representative of the exploration date. The document emphasizes that this is a modeling representation and recommends referencing individual logs for more detailed subsurface conditions.
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Text version
1,268
1,270
1,272
1,274
1,276
1,278
1,280
1,282
1,284
1,286
1,288
1,290
1,292
1,294
EL
EV
A
TI
O N
M
S L) fe et
Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project.
Numbers adjacent to soil column indicate depth below ground surface.
NOTES:
B-1
B-2
B-3
B-4
B-5
B-6
B-7 B-8
B-9
This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.
Parma, OH
GeoModel
325 New Castle Road | Butler, PA Terracon Project No. N6235192 12460 Plaza Dr
VISN Warehouse
First Water Observation
Groundwater levels are temporal. The levels shown are representative of the date and time of our exploration. Significant changes are possible over time.
Water levels shown are as measured during and/or after drilling. In some cases, boring advancement methods mask the presence/absence of groundwater. See individual logs for details.
Topsoil Lean Clay
Silt Lean Clay with Sand
Sandy Lean Clay Weathered Rock
Gravelly Lean Clay with Sand
Aggregate Base Course
Clayey Sand with Gravel
Model Layer LegendLayer Name General Description
1 Topsoil or Aggregate
3 Stiff silt or medium stiff to hard clay
4 Highly weathered and very weak shale
2 Sand
Surface Cover
Cohesive Soil
Bedrock
Fill
0.5
5.75
0.5
10.5
0.5
15.5
0.5
3.5
7.5 1
0.5
9.92
0.5
0.5
3.5
0.5
3.5
1,275
1,276
1,277
1,278
1,279
1,280
1,281
1,282
1,283
1,284
EL
EV
A
TI
O N
M
S L) fe et
Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project.
Numbers adjacent to soil column indicate depth below ground surface.
NOTES:
I-1
I-2
This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.
Parma, OH
GeoModel
325 New Castle Road | Butler, PA Terracon Project No. N6235192 12460 Plaza Dr
VISN Warehouse
First Water Observation
Groundwater levels are temporal. The levels shown are representative of the date and time of our exploration. Significant changes are possible over time.
Water levels shown are as measured during and/or after drilling. In some cases, boring advancement methods mask the presence/absence of groundwater. See individual logs for details.
Topsoil Lean Clay
Weathered Rock Lean Clay with Sand
Model Layer LegendLayer Name General Description
1 Topsoil or Aggregate
3 Stiff silt or medium stiff to hard clay
4 Highly weathered and very weak shale
2 Sand
Surface Cover
Cohesive Soil
Bedrock
Fill
0.33
0.5
| N6235192 - GeoModel 1 |
| N6235192 - GeoModel 2 |
| N6235192 - Logs |
| N6235192 - Atterberg |
| N6235192 - Grain Size |
| N6235192 - General Notes |
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