HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR24 (12-5-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 24 PAGE 1 OF 2
PROJECT NO: Z486.01 DATE: 12/05/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Sunny, 33-46 ºF CONTRACTOR(S): DellbrookǀJKS; C.C.
Construction, Inc.
1. Mackenzie Meschwitz arrived on site at 0700 hours. Left site at 1500 hours.
2. Earthwork equipment:
A) One Volvo L120H Loader B) One Bomag 50/55D Reversible Vibratory Plate Compactor C) One Caterpillar 335F Excavator
3. Earthwork observed: A) Earthwork operations continued within the proposed northerly concrete ramp area along the westerly
side of the building today (see attached Figure No. 1 – Site Sketch and Photo Log). C.C. Construction placed an approximately 12± inch thick lift of imported base course fill, generally representative of sample no. FS-3, over the previously placed and compacted sand backfill up to proposed bottom-of-
concrete pavement elevations (39± to 42± feet) along the length of the proposed ramp. The base course fill generally consisted of grayish brown, fine to coarse SAND, some fine to coarse Gravel, and trace Silt. Compaction of the base course fill is scheduled to take place in the near future. B) C.C. Construction excavated a pit within a proposed landscaped area to facilitate access for work on an
existing water main (see attached Figure No. 1 – Site Sketch for approximate location). The excavation was advanced through approximately 10± feet of sandy soil generally consisting of tan to reddish tan, fine to medium SAND, trace to little Silt, trace Roots, and trace fine Gravel. The pit was excavated from approximately Elevation (El) 38± feet down to El 28± feet. The pit was then backfilled with the
previously excavated sandy soil placed in ten, 12± inch thick lifts. Each lift was compacted with about 5 passes of the reversible vibratory plate compactor. The lifts of backfill appeared firm and stable under the vibratory action of the compactor.
4. Attachments: Photo Log Figure No. 1 – Site Sketch
ONSITE:
TRAVEL:
REPORT:
TOTAL:
8.00 hours
1.50 hours
1.00 hour
10.50 hours
Mackenzie Meschwitz
FIELD REPRESENTATIVE
Mark Zambernardi, P.E. REVIEWER
Tel: 508-598-3510
NORTHEAST GEOTECHNICAL, INC.
DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 24 PAGE 2 OF 2
PROJECT NO: Z486.01 DATE: 12/05/22
5. Distribution:
Greg Bilezikian – 225 White’s Path Units 2 and 3, LLC Rick Fenuccio – ClearPath Advisors, LLC Kurt Raber – Catalyst Architecture & Interiors
Kate Wollman – Catalyst Architecture & Interiors Mike Schmidt – DellbrookǀJKS David Fernandes - DellbrookǀJKS Marina Denisova - DellbrookǀJKS
Scott Mitchell - DellbrookǀJKS Mark Grylls – Town of Yarmouth Building Commissioner Tim Sears – Town of Yarmouth Deputy Building Commissioner
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 24 Page 1 of 1
Photograph #1
Description of Photograph:
Placing and spreading 12± inch
thick lift of imported base course
sand and gravel fill at proposed
ramp.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/05/22
Photograph #2
Description of Photograph:
Excavating pit in proposed
landscaped area for water main
utility work.
(Item 3B)
Photograph Taken By:
Mackenzie Meschwitz, dated
12/05/22