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Home My WebLink AboutZ486.01 - FedEx - South Yarmouth MA - FR31 (1-11-23)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 31 PAGE 1 OF 2 PROJECT NO: Z486.01 DATE: 1/11/23 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 0730 hours. Left site at 1330 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 eight proposed shafts which we reference as nos. DS2, DS12 and DS29 through DS34 on the attached Figure No. 1 and drilled shaft log. FFC augured down to a depth of about 8.5± feet for drilled shaft no. DS2, and about 9.5± feet for drilled shaft nos. DS12 and DS29 through DS34. These drilled shaft excavations appeared to extend through about 4± to 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. Two, 2.5 foot diameter sonotubes were installed in the drilled excavation for shaft no. DS2 due to unstable excavation sidewall conditions. The annular space around the sonotubes was backfilled with on-site sand appearing to generally consist of tan, fine to medium sand, trace silt. The backfill was tamped to an apparent firm and stable condition during placement with a 5 inch x 5 inch plate attached to rebar (hand tamper). ONSITE: TRAVEL: REPORT: TOTAL: 6.00 hours 1.50 hours 1.00 hour 8.50 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: 31 PAGE 2 OF 2 PROJECT NO: Z486.01 DATE: 1/11/23 During drilling of shaft no. DS31, the auger shifted out of alignment between the depths of about 2± to 4± feet due to roots resulting in a wider excavation. FFC installed two, 2.5± foot diameter sonotubes in the drilled excavation. The annular space around the sonotubes was backfilled with on-site sand appearing to generally consist of tan, fine to medium sand, trace silt. The backfill was tamped to an apparent firm and stable condition during placement with the hand tamper. FFC tamped loosened soil along the bottom of the drilled excavations with the auger and the hand tamper. 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 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 31 Date:1/11/2023 File No.:Z486.01 Observer:Henry Martinez Tinoco Reviewed By:Mark Zambernardi, P.E 2 8.5± 12 9.5± 29 9.5± 30 9.5± 31 9.5± 32 9.5± 33 9.5± 34 9.5± 1. A 30 inch diameter auger was used during drilled shaft excavation. NOTES: 2.5± 2.5± 2.5± 2.5± 2.5± 2. 30 inch diameter sonotubes were placed from bottom of hole to ground surface to stabilize excavation. 3. Roots encountered from about 1.5± to 4.5± feet below ground surface (bgs). 4. Future Fence Company personnel attemped to remove roots pior to continuing drilling. 5. Bottom of excavation was tamped with the auger and hand tamper. 1, 2, 5 1, 5 1, 5 1, 5 1, 2, 3, 5 1, 5 1, 3, 4, 5 1, 3, 4, 5 2.5± 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 1/11/23 1/11/23 1/11/23 1/11/23 1/11/23 1/11/23 1/11/23 1/11/23 40± 40± 40± 40± 40± 40± 40± 40± N/A 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 Natural Sand NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 31 Page 1 of 3 Photograph #1 Description of Photograph: Drilling of shaft no. DS2. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 1/11/23 Photograph #2 Description of Photograph: Placement of sonotubes and backfilling annular space around sonotubes for drilled shaft no. DS2. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 1/11/23 NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 31 Page 2 of 3 Photograph #3 Description of Photograph: Start of drilling of shaft no. DS29. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 1/11/23 Photograph #4 Description of Photograph: Placement of sonotubes in drilled excavation for shaft no. DS31. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 1/11/23 NORTHEAST GEOTECHNICAL, INC. Z486.01 Proposed FedEx Distribution Facility – 225 White’s Path, South Yarmouth, MA PHOTO LOG – FIELD REPORT NO. 31 Page 3 of 3 Photograph #5 Description of Photograph: Drilling of shaft no. DS33, while Future Fence Company personnel removes roots from drilled excavation for shaft no. DS34. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 1/11/23 Photograph #6 Description of Photograph: Tamping the bottom of drilled shaft no. DS31 with a rebar rod attached to a 5x5 inch plate at the end. (Item 3A) Photograph Taken By: Henry Martinez Tinoco, dated 1/11/23 106.3' 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