Supporting Documentation · Jun 3, 2026
2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report
b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3Indexed text · page 902
Show all pagesLOG OF TEST PIT TP-4 Sheet 1 of 1 PROJECT NAME PROJECT NUMBER DATE Eagle Rock Ave Widening 101049801 4/25/2024 LOCATION ELEVATION West Orange, NJ Approx. el 541 (NAVD88) EXCAVATION CONTRACTOR DEPTH WATER LEVEL - First WATER LEVEL - Completion Semeraro Construction, Co., Inc. 8 ft - - EQUIPMENT FOREMAN LANGAN PERSONNEL
LANGAN PERSONNEL CAT 306 Excavator Mike Marie Vilsaint SAMPLE Depth Symbol ELEV Number DESCRIPTION REMARKS Type (feet) Scale
0 +541.0 Dark gray to black Silty SAND, some roots (dry) [TOPSOIL] Started excavating on 4/25/2024. GRAB S-1 +540.0 1 Tan SILT, trace gravel, trace roots (moist) GRAB S-2 2 \\LANGAN.COM\DATA\PAR\DATA8\101049801\PROJECT
2 \\LANGAN.COM\DATA\PAR\DATA8\101049801\PROJECT DATA\_DISCIPLINE\GEOTECHNICAL\GINTLOGS\101049801_TEST PITS.GPJ ... 8/25/2025 10:49:09 AM ... Report: Log - LANGANTP +538.5 Brown Silty fine SAND, some gravel, trace cobbles (moist) 3 4 5 GRAB 6 S-3 7
7 Refusal encountered at 8ft bgs (bucket teeth +533.0 8 scraping at bottom). End of Test Pit at 8ft bgs. Completed excavating on 4/25/2024. Test pit backfilled with excavated material upon completion. 9 Easy digging observed from 0 to 8ft bgs. No mottling nor groundwater seepage
No mottling nor groundwater seepage obeserved in the dug test pit. 10 11 12 13 14 15
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- Sep 29, 2026
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