HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR33 (1-18-23)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 33 PAGE 1 OF 2
PROJECT NO: Z486.01 DATE: 1/18/23
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Cloudy, 30-35°F CONTRACTOR(S): DellbrookǀJKS; Future Fence
Company 1. Henry Tinoco arrived on site at 0815 hours. Left site at 1315 hours. 2. Earthwork equipment:
A) One T66 Bobcat Tracked Loader B) One JCB 507-42 Telehandler C) One Badger Hydrovac Truck
3. Earthwork observed: A) Excavation for shaft foundations for the proposed sound wall located within the southerly portion of the site along the side of the parking lot took place today (see attached Annotated Site Plan, Figure No. 1). The ground surface along the proposed wall alignment in the noted area generally consisted of topsoil/loam
fill at about Elevations 40± to 41± feet. Due to the presence of a water line in the vicinity of the proposed sound wall shaft foundations, Future Fence Company (FFC) switched to hydro-vacuum excavation techniques to excavate for the proposed
shaft foundations. Shaft nos. DS47 through DS49 were shifted approximately 2± feet from the original proposed locations to avoid the water line. A Badger Hydrovac truck was used to excavate for eight proposed shaft foundations which we reference
as nos. DS47 through DS54 on the attached Figure No. 1 and drilled shaft log. FFC hydro-vacuum
excavated to a depth of about 9.5± feet below the ground surface at the noted shaft locations. Soils were loosened with pressurized water and removed with the vacuum. These excavations appeared to extend through about 4± to 6± inches of surficial topsoil/loam fill, up to approximately 4± feet of apparent sand fill and into apparent natural sand. The sand soils appeared to generally consist of tan to reddish brown,
fine to medium sand, trace silt. These excavations appeared to terminate in similar natural sand. Groundwater was not observed in these excavations. FFC placed sonotubes in the offset excavations for shaft nos. DS47 through DS49. The excavations at the original shaft locations, and the annular space around the sonotubes, were backfilled with 6± inch thick
lifts of on-site sand appearing to generally consist of tan, fine to medium sand, trace silt. Each lift was tamped to a firm and stable condition with a hand tamper.
ONSITE: TRAVEL:
REPORT: TOTAL:
5.00 hours
1.50 hours
1.00 hour
7.50 hours
Henry Tinoco
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: 33 PAGE 2 OF 2
PROJECT NO: Z486.01 DATE: 1/18/23
FFC tamped loosened soil along the bottom of the shaft foundation excavations with a hand tamper. The exposed sand along the bottom of these excavations appeared firm and stable. 4. Attachments: Drilled Shaft Log Photo Log
Figure No. 1 – Annotated Site Plan
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
33
Date:1/18/2023
File No.:Z486.01
Observer:Henry Martinez Tinoco
Reviewed By:Mark Zambernardi, P.E
47 9.5±
48 9.5±
49 9.5±
50 9.5±
51 9.5±
52 9.5±
53 9.5±
54 9.5±
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
41±
41±
40±
40±
40±
41±
41±
41±
1/18/23
1/18/23
1/18/23
1/18/23
1/18/23
1/18/23
1/18/23
1/18/23
NORTHEAST GEOTECHNICAL, INC.
Project:
DRILLED SHAFT LOG
GROUND
SURFACE
ELEVATION (FT)
GROUNDWATER
DEPTH (FT)
Report No:
FedEx Distribution Facility
225 White's Path
South Yarmouth
SHAFT
LENGTH
(FT)
SHAFT
DIAMETER
(FT)
DESCRIPTION OF SOIL AT
BOTTOM OF SHAFT
SHAFT
NO.
DATE OF
DRILLING NOTES
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
2. 30± inch diameter sonotubes were installed in shaft foundation excavation.
3. Removal of roots from approximately 0± to 4± feet below ground surface took place.
4. The exposed soil along the bottom of the shaft foundation excavation was tamped to a firm and stable condition with a hand tamper.
1,2,3,4
1,2,3,4
1,2,3,4
1,3,4
1,3,4
1,3,4
1,3,4
1,3,4
1. Hydro-vacuum excavation techniques were used to excavate the shaft foundation.
NOTES:
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 33 Page 1 of 2
Photograph #1
Description of Photograph:
Vacuum excavation for shaft
foundation no. DS48.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/18/23
Photograph #2
Description of Photograph:
Removal of roots from shaft no.
DS48.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/18/23
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 33 Page 2 of 2
Photograph #3
Description of Photograph:
Backfilling of previously excavated
shaft no. DS47.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/18/23
Photograph #4
Description of Photograph:
Vacuum excavation operation for
shaft no. DS54.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/18/23
106.3'
164.3'
77.3'
96.7'
29.0'
48.3'
77.3'
87.0'
110°0'0"'
155°0'0"'
165°0'0"'150°0'0"'
ADDRESS:
PLATE NO.
SHEET TITLE
PROJECT NAME:
1866 Woodslee Street
Troy, Michigan 48083
office (248) 680-0400
fax (248) 680-9745
This drawing is copyrighted and is the soleproperty of the owner it is produced solely
for use by the owner and its affiliates.
Reproduction or use of this drawing and/orthe information contained in it is forbidden
without the written permission of the owner.
FedEx Yarmouth Sound Wall
225 Whites Path
South Yarmouth, MA 02664
SITE PLAN
PROJECT NO.:220705
DATE:9/19/22
DRAWN BY: ETT
CHECKED BY:JMC
No.:REVISION DESCRIPTION DATE:
G2-1
OVERALL PLAN
0 40'60'20'10'
GRAPHIC SCALE
START OF 13-FT.
SOUND WALL
STA 0+00
END OF 16-FT.
SOUND WALL
STA 6+87.1
END OF 13-FT. SOUND WALL
START OF 16-FT. SOUND WALL
STA 1+06.6
SEE DETAIL A
WALL CORNER
STA 2+70.9
SEE DETAIL B
WALL CORNER
STA 3+48.8
SEE DETAIL A
WALL CORNER
STA 4+45.4
SEE DETAIL C
WALL CORNER
STA 4+74.4
SEE DETAIL D
WALL CORNER
STA 5+22.8
SEE DETAIL E
WALL CORNER
STA 6+00.3
SEE DETAIL F
NOTES:
1. FIELD LOCATE ALL UTILITIES BEFORE EXCAVATING FOUNDATIONS
2. COORDINATE FOUNDATION LOCATIONS ADJACENT TO EXISTING WATER
LINES AND HYDRANT ACCORDINGLY
DETAIL C
DETAIL D
DETAIL E
DETAIL F
\\troy\geotechnical\2022 geotechnical\220705 fedex yarmouth sound wall\cad\220705.dwgDETAIL A
DETAIL B
SEE NOTE 2
SEE NOTE 2
11/4/22Architectural Review111/4/2022