The URL can be used to link to this page

Home My WebLink AboutZ486.01 - FedEx - South Yarmouth MA - FR18 (11-22-22)NORTHEAST GEOTECHNICAL, INC. DAILY FIELD REPORT PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 18 PAGE 1 OF 3 PROJECT NO: Z486.01 DATE: 11/22/22 LOCATION: 225 White’s Path, South Yarmouth, MA CLIENT: 225 White’s Path Units 2 and 3, LLC WEATHER: Sunny, 39-45 ºF CONTRACTOR(S): DellbrookǀJKS; C.C. Construction, Inc. 1. Mackenzie Meschwitz arrived on site at 0700 hours. Left site at 1500 hours. 2. Earthwork equipment: A) One Volvo L120H Loader B) One Bomag 50/55D Reversible Vibratory Plate Compactor C) One Caterpillar 335F Excavator 3. Earthwork observed: A) Drainage utility installations were performed today within areas located adjacent to the proposed exterior access ramps along the westerly building wall (see attached Site Sketch, Figure No. 1 and Photo Log). C.C. Construction excavated two pits ranging from approximately 3± to 8± feet deep below existing grade, down to approximately Elevation 30± to 35± feet for the placement of water holding tanks and oil-sand separator structures. The excavations were advanced into apparent natural sand generally representative of sample no. FS-1, which appeared to generally consist of tan to reddish- tan, fine to medium SAND, trace Silt, and trace fine Gravel. C.C. Construction then placed about 3± inches of ¾-inch crushed stone at the bottom of the pits within the areas of the water holding tanks. Following installation, C.C. Construction backfilled around the structures with 12± inch thick lifts of the previously excavated sandy soil up to approximately Elevation 38± feet. Each lift was compacted with about 6 passes of the reversible plate compactor and appeared firm and stable under the vibratory action of the compactor. The undersigned performed field density test (FDT) nos. 111 through 126 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 on page 3 of the report for additional information. 4. Attachments: Photo Log Figure No. 1 – Site Sketch ONSITE: TRAVEL: REPORT: TOTAL: 8.00 hours 1.50 hours 1.00 hour 10.50 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: 18 PAGE 2 OF 3 PROJECT NO: Z486.01 DATE: 11/22/22 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 NORTHEAST GEOTECHNICAL, INC. SUMMARY OF FIELD DENSITY TESTS PROJECT: Proposed FedEx Distribution Facility FIELD REPORT NO: 18 PAGE 3 OF 3 PROJECT NO: Z486.01 DATE: 11/22/22 FIELD DENSITY TEST NO. APPROX. ELEV. MAX. DRY DENSITY (PCF) OPTIMUM MOISTURE (%) IN PLACE DRY DENSITY (PCF) IN PLACE MOISTURE CONTENT (%) COMPACTION (%) REMARKS 111 31± 113.7 9.5 110.7 3.5 97.3 1,2,3 112 32± 113.7 9.5 110.8 3.4 97.4 1,2,3 113 33± 113.7 9.5 117.6 3.2 100+ 1,2,3 114 34± 113.7 9.5 115.7 4.3 100+ 1,2,3 115 35± 113.7 9.5 115.1 4.4 100+ 1,2,3 116 36± 113.7 9.5 114.9 4.3 100+ 1,2,3 117 37± 113.7 9.5 115.4 4.0 100+ 1,2,3 118 38± 113.7 9.5 114.1 4.4 100+ 1,2,3 119 31± 113.7 9.5 115.0 4.3 100+ 1,2,3 120 32± 113.7 9.5 113.0 3.7 99.3 1,2,3 121 33± 113.7 9.5 110.8 4.2 97.4 1,2,3 122 34± 113.7 9.5 116.3 3.5 100+ 1,2,3 123 35± 113.7 9.5 108.9 3.6 95.7 1,2,3 124 36± 113.7 9.5 110.6 4.2 97.2 1,2,3 125 37± 113.7 9.5 114.7 3.6 100+ 1,2,3 126 38± 113.7 9.5 113.4 3.8 99.7 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. 18 Page 1 of 1 Photograph #1 Description of Photograph: Excavation for the installation of a water holding tank and sand-oil separator. (Item 3A) Photograph Taken By: Mackenzie Meschwitz, dated 11/22/22 Photograph #2 Description of Photograph: Compacting backfill placed around water holding tank and sand-oil separator structures. (Item 3A) Photograph Taken By: Mackenzie Meschwitz, dated 11/22/22