Supporting Documentation · Jun 3, 2026
2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report
b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3Indexed text · page 906
Show all pagesLOG OF TEST PIT TP-8 Sheet 1 of 1 PROJECT NAME PROJECT NUMBER DATE Eagle Rock Ave Widening 101049801 4/26/2024 LOCATION ELEVATION West Orange, NJ Approx. el 544 (NAVD88) EXCAVATION CONTRACTOR DEPTH WATER LEVEL - First WATER LEVEL - Completion Semeraro Construction, Co., Inc. 7 ft 7 ft - EQUIPMENT FOREMAN LANGAN PERSONNEL
LANGAN PERSONNEL CAT 306 Excavator Mike Marie Vilsaint SAMPLE Depth Symbol ELEV Number DESCRIPTION REMARKS Type (feet) Scale
0 +544.0 Dark gray to black Silty SAND, some roots (dry) [TOPSOIL] Started excavating on 4/26/2024. GRAB S-1 1 +542.5 Tan Sandy SILT, some roots, trace cobbles, trace fine gravel HSG taken from 20" to 32" bgs. (moist) 2 \\LANGAN.COM\DATA\PAR\DATA8\101049801\PROJECT DATA\_DISCIPLINE\GEOTECHNICAL\GINTLOGS\101049801_TEST PITS.GPJ ... 8/25/2025 10:49:11 AM ... Report: Log - LANGANTP
:11 AM ... Report: Log - LANGANTP GRAB S-2 3 +540.0 4 Brown Sandy SILT, some gravel, trace cobbles, trace roots Mottling observed at 4ft bgs. (moist) 5 GRAB 6 S-3
6 S-3 Groundwater seepage observed at 6ft bgs. Groundwater ponding at 7ft bgs. Refusal encountered at 7ft bgs (bucket teeth +537.0 7 scraping at bottom). End of Test Pit at 7ft bgs Completed excavating on 4/26/2024. Test pit backfilled with excavated material upon completion.
upon completion. 8 Easy digging observed from 0 to 7ft bgs. 9 10 11 12 13 14
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- Sep 29, 2026
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