HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR29 (1-9-23)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 29 PAGE 1 OF 2
PROJECT NO: Z486.01 DATE: 1/9/23
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Cloudy, 35-38°F CONTRACTOR(S): DellbrookǀJKS; Future Fence
Company 1. Henry Tinoco arrived on site at 0930 hours. Left site at 1400 hours.
2. Earthwork equipment:
A) One E88 Bobcat Tracked Excavator with Auger Attachment B) One T66 Bobcat Tracked Loader C) One JCB 507-42 Telehandler
3. Earthwork observed: A) Drilling of the shaft foundations for the proposed sound wall within the southwesterly portion of the
site 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 loam fill at about Elevation 40± feet. Future Fence Company (FFC) used an E88 Bobcat tracked excavator equipped with a 2.5± foot
diameter auger to drill seven proposed shafts which we reference as nos. DS1, and DS3 through DS8 on the attached Figure No. 1 and drilled shaft log. FFC augured down to a depth of 8.5± feet at these proposed shaft locations. These drilled excavations appeared to extend through about 4± inches of surficial loam fill and into sand appearing to generally consist of tan, fine to medium sand, trace silt.
These drilled excavations appeared to terminate in similar natural sand. Groundwater was not observed in these drilled excavations. FFC tamped loosened soil along the bottom of the drilled excavations with the auger and a 4 inch x 4 inch wood post. The exposed sand along the bottom of the drilled excavations appeared firm and
stable. 4. Attachments: Drilled Shaft Log Photo Log
Figure No. 1 – Annotated Site Plan
ONSITE:
TRAVEL:
REPORT:
TOTAL:
4.50 hours 1.50 hours
1.00 hour
7.00 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: 29 PAGE 2 OF 2
PROJECT NO: Z486.01 DATE: 1/9/23
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
29
Date:1/9/2023
File No.:Z486.01
Observer:Henry Martinez Tinoco
Reviewed By:Mark Zambernardi, P.E
1 8.5±
3 8.5±
4 8.5±
5 8.5±
6 8.5±
7 8.5±
8 8.5±
1. A 30 inch diameter auger was used during drilled shaft excavation.
NOTES:
2.5±
2.5±
2.5±
2.5±
2.5±
2. Bottom of excavation was tamped with the auger and a 4 inch x 4 inch wood post.
1, 2
1, 2
1, 2
1, 2
1, 2
1, 2
1, 2
2.5±
2.5±
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, MA
SHAFT
LENGTH
(FT)
SHAFT
DIAMETER
(FT)
DESCRIPTION OF SOIL AT
BOTTOM OF SHAFT
SHAFT
NO.
DATE OF
DRILLING NOTES
1/9/23
1/9/23
1/9/23
1/9/23
1/9/23
1/9/23
1/9/23
40±
40±
40±
40±
40±
40±
40±
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 29 Page 1 of 2
Photograph #1
Description of Photograph:
Drilling of shaft no. DS1.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/09/23
Photograph #2
Description of Photograph:
Drilling of shaft no. DS4.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/09/23
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 29 Page 2 of 2
Photograph #3
Description of Photograph:
Start of drilling for shaft no. DS5.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/09/23
Photograph #4
Description of Photograph:
Drilled shaft no. DS3 after auguring
down 8.5± feet. (Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/09/23
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