HomeMy WebLinkAboutZ486.01 - FedEx - South Yarmouth MA - FR7 (10-19-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 7 PAGE 1 OF 3
PROJECT NO: Z486.01 DATE: 10/19/22
LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC
WEATHER: Sunny, 49-55 ºF CONTRACTOR(S): DellbrookǀJKS; C.C.
Construction
1. Mackenzie Meschwitz arrived on site at 0700 hours.
Left site at 1400 hours.
2. Earthwork equipment:
A) One Komatsu PC360LCi Excavator B) One Dynapac CA1400D Vibratory Drum Roller
C) One Bomag 50/55D Vibratory Plate Compactor
3. Earthwork observed:
A) Drainage utility installation and backfilling took place today within the proposed pavement area
located within the southwesterly portion of the site (see attached Site Sketch, Figure No. 1 and Photo
Log). C.C. Construction excavated an approximately 3± foot deep trench, extending from about elevation (El) 38± to 35± feet for the installation of an HDPE drainage pipe, and a 10± foot deep pit
for the installation of catch basin CB-2 from about El 38± to 28± feet. The excavations were
advanced into apparent natural sand generally consisting of light tan, fine to medium SAND, trace (+) Silt, trace Roots and trace fine Gravel. C.C. Construction placed an approximately 6± inch thick
layer of ¾-inch crushed stone at the bottom of the pit prior to installing the catch basin.
C.C. Construction placed the previously excavated, apparent natural sand as backfill in approximately
12± inch thick lifts around the HDPE drainage pipe and catch basin structure. Each lift was compacted with about 6± passes of the vibratory drum roller or the vibratory plate compactor. Each
lift of backfill appeared firm and stable under the vibratory action of the vibratory drum roller and
plate compactor.
The undersigned performed field density test nos. 22 through 34 on the compacted lifts of backfill (see attached Figure No. 1 for the approximate test locations). The test results indicated that a
satisfactory compaction percentage was achieved at each test location. Refer to the Summary of
Field Density Tests sheet (page 3 of this report) for additional information.
ONSITE: TRAVEL: REPORT:
TOTAL:
7.00 hours 0.50 hour
1.00 hour 8.50 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: 7 PAGE 2 OF 3
PROJECT NO: Z486.01 DATE: 10/19/22
4. Attachments: Photo Log
Figure No. 1 – Site Sketch
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 Grylla – Town of Yarmouth Building Commissioner
Tim Sears – Town of Yarmouth Deputy Building Commissioner
NORTHEAST GEOTECHNICAL, INC.
SUMMARY OF FIELD DENSITY TESTS
PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 7 PAGE 3 OF 3
PROJECT NO: Z486.01 DATE: 10/19/22
FIELD DENSITY TEST NO.
APPROX.
ELEV.
MAX. DRY
DENSITY (PCF)
OPTIMUM MOISTURE (%)
IN PLACE DRY
DENSITY (PCF)
IN PLACE MOISTURE
CONTENT (%)
COMPACTION
(%) REMARKS
22 29± 113.7 9.5 111.7 5.4 98.3 1,2,3
23 30± 113.7 9.5 110.6 3.7 97.3 1,2,3
24 31± 113.7 9.5 109.4 4.1 96.2 1,2,3
25 32± 113.7 9.5 111.9 4.5 98.4 1,2,3
26 33± 113.7 9.5 110.8 4.8 97.5 1,2,3
27 34± 113.7 9.5 109.5 4.5 96.2 1,2,3
28 35± 113.7 9.5 108.9 6.8 95.8 1,2,3
29 36± 113.7 9.5 108.2 3.6 95.1 1,2,3
30 37± 113.7 9.5 108.3 6.5 95.4 1,2,3
31 38± 113.7 9.5 110.9 3.6 97.5 1,2,3
32 36± 113.7 9.5 109.1 3.9 95.9 1,2,3
33 37± 113.7 9.5 108.3 5.9 95.3 1,2,3
34 38± 113.7 9.5 108.7 4.9 95.6 1,2,3
REMARKS:
1. Satisfactory compaction percentage achieved at test location.
2. Tested fill material generally representative of sample no. FS-1. 3. Density test performed with the Troxler Series 3440 Moisture/Density Gauge.
Mackenzie Meschwitz
FIELD REPRESENTATIVE
NORTHEAST GEOTECHNICAL, INC.
Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 7 Page 1 of 1
Photograph #1
Description of Photograph:
Installing catch basin CB-2.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
10/19/22
Photograph #2
Description of Photograph:
Compacting backfill around catch
basin CB-2.
(Item 3A)
Photograph Taken By:
Mackenzie Meschwitz, dated
10/19/22