HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR30 (1-10-23)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 30 PAGE 1 OF 2
PROJECT NO: Z486.01 DATE: 1/10/23
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 0745 hours. Left site at 1500 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 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 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 nineteen proposed shafts which we reference as nos. DS9 through DS11, and DS13 through DS28 on the attached Figure No. 1 and drilled shaft log. FFC augured down to a depth of about 8.5± feet for drilled shafts nos. DS9 through DS11, and about 9.5± feet for drilled shaft nos.
DS13 through DS28. These drilled shaft excavations appeared to extend through about 6± inches of surficial loam fill and into sand appearing to generally consist of tan to reddish brown, 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:
7.25 hours
1.50 hours
1.00 hour
9.75 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: 30 PAGE 2 OF 2
PROJECT NO: Z486.01 DATE: 1/10/23
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
30
Date:1/10/2023
File No.:Z486.01
Observer:Henry Martinez Tinoco
Reviewed By:Mark Zambernardi, P.E
9 8.5±
10 8.5±
11 8.5±
13 9.5±
14 9.5±
15 9.5±
16 9.5±
17 9.5±
18 9.5±
19 9.5±
20 9.5±
21 9.5±
22 9.5±
23 9.5±
24 9.5±
25 9.5±
26 9.5±
27 9.5±
28 9.5±
1/10/23
1/10/23
Natural Sand
Natural Sand
Natural Sand
Natural Sand
Natural Sand1/10/23
1/10/23
1/10/23
1/10/23
Natural Sand
Natural Sand
Natural Sand
2.5±
2.5±
2.5±
Natural Sand
Natural Sand
Natural Sand
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
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
40±
40±
40±
40±
40±
40±
40±
40±
40±
40±
40±
40±
40±
1/10/23
1/10/23
1/10/23
1/10/23
1/10/23
1/10/23
1/10/23
1/10/23
1/10/23
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, MA
SHAFT
LENGTH
(FT)
SHAFT
DIAMETER
(FT)
DESCRIPTION OF SOIL AT
BOTTOM OF SHAFT
SHAFT
NO.
DATE OF
DRILLING NOTES
2.5±
1/10/23
1/10/23
1/10/23
1/10/23
2.5±
40±
40±
40±
40±
40±
40±
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
2.5±
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
1, 2
1, 2
1, 2
1, 2
1, 2
1, 2
1, 2
1. A 30 inch diameter auger was used during drilled shaft excavation.
NOTES:
1, 2
1, 2
1, 2
1, 2
1, 2
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 30 Page 1 of 3
Photograph #1
Description of Photograph:
Drilling of shaft no. DS13.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/10/23
Photograph #2
Description of Photograph:
Tamping of excavation bottom at
drilled shaft no. DS14.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/10/23
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 30 Page 2 of 3
Photograph #3
Description of Photograph:
Drilled shaft no. DS15 after drilling
operation.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/10/23
Photograph #4
Description of Photograph:
Drilling shaft no. DS15.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/10/23
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 30 Page 3 of 3
Photograph #5
Description of Photograph:
Removal of soil from drilled shaft
no. DS21.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/10/23
Photograph #6
Description of Photograph:
Drilling and tamping with auger at
drilled shaft no. DS27.
(Item 3A)
Photograph Taken By:
Henry Martinez Tinoco, dated
1/10/23
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