Attachment 6: GRTE - Geotechnical Engineering Report 09 19 25
Updated
A PDF document (7.8 MB) attached to GRTE 237343 - Rehab 4 Lazy F Ranch, from the National Park Service. Due Nov 20, 2026, 5:00 PM (UTC-5).
File name: B08_Attachment_06_GRTE_237343_-_Geotechnical_Engineering_Report_09_19_25.pdf
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August 19, 2025
Hennebery Eddy Architects, Inc.
c/o Laura Landon, AIA
109 North Rouse Avenue
Bozeman, MT 59715
RE: GEOTECHNICAL-ENGINEERING REPORT, GRTE – 4 LAZY F REHAB, MOOSE, TETON COUNTY, WYOMING
JG PROJECT NO: 25401
HENNEBERY EDDY PROJECT NO: 24041-01
Dear Laura,
We are pleased to present this Geotechnical-Engineering Report on our geotechnical site exploration for the proposed rehabilitation at historical 4 Lazy F Ranch, located north of Moose, Wyoming within the Grand Teton National Park (GTNP). This report describes site conditions observed during the subsurface exploration and presents engineering analyses and recommendations to support the design and construction of foundation elements associated with the proposed construction.
Jorgensen Geotechnical explored subsurface conditions by excavating five (5) exploratory test spanning the proposed project location. In general, the site is underlain by coarse-grained alluvium, consisting of sandy gravels and cobbles, which appear to be an adequate bearing layer for anticipated foundation loads. We recommend foundation elements be placed on the native coarse-grained alluvial soils. We observed a thin veneer of fine-grained topsoil consisting of sandy silt overlying the alluvial deposits consistently across the site. These fine-grained soils represent a risk of settlement if left beneath foundation elements. We recommend that if encountered during the excavation the topsoil or other fine-grained soils be removed from under foundation elements.
If you have any questions about this report, or if we may provide other services to you, please contact us. As the project progresses, we will be available to answer questions for you. Respectfully submitted,
JORGENSEN GEOTECHNICAL
Nick Annala, E.I.
Geotechnical Design Engineer Technician
Harrison Carter, P.E.
Geotechnical Engineering Manager
Geotechnical-Engineering Report
GRTE – 4 Lazy F Rehab| Teton County, Wyoming | Grand Teton Nation Park
43.666933°N, 110.705564°W
Hennebery Eddy Architects, Inc.
c/o Laura Landon, AIA
109 North Rouse Avenue
Bozeman, MT 59715
PREPARED BY
PREPARED FOR
August 19, 2025
Jorgensen Geotechnical, LLC
PO Box 9550
1315 HWY 89 S., Ste. 201
Jackson, WY 83002
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Other documents in this bid
- GRTE 4LazyF
- Attachment 3: GRTE - Combined Asbestos Report 999-5237
- Attachment 4: GRTE - Combined Histoplasma Report 999-5237
- Attachment 7: GRTE - Water Sewer Design Report
- Attachment 8: GRTE - WY DEQ Permit Application 4-Lazy F NPS signed 07 29 2026
- Attachment 9: DOL Wage Determination
- Attachment 10: Proposal Submission Package GRTE
- Sol
- Sol Amendment 0001