Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jun 3, 2026

2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report

Preserved file SHA-256b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3

Indexed text · page 907

Show all pages
Page 907

LOG OF TEST PIT TP-9 Sheet 1 of 1 PROJECT NAME PROJECT NUMBER DATE Eagle Rock Ave Widening 101049801 4/26/2024 LOCATION ELEVATION West Orange, NJ Approx. el 553 (NAVD88) EXCAVATION CONTRACTOR DEPTH WATER LEVEL - First WATER LEVEL - Completion Semeraro Construction, Co., Inc. 8 ft - - EQUIPMENT FOREMAN LANGAN PERSONNEL

Page 907

LANGAN PERSONNEL CAT 306 Excavator Mike Marie Vilsaint SAMPLE Depth Symbol ELEV Number DESCRIPTION REMARKS Type (feet) Scale

Page 907

0 +553.0 Dark gray to black Silty SAND, some roots (dry) [TOPSOIL] Started excavating on 4/26/2024. GRAB S-1 1 +551.0 2 Tan SILT, some fine sand, trace fine gravel, trace roots (wet) HSG taken from 24" to 36" bgs. GRAB \\LANGAN.COM\DATA\PAR\DATA8\101049801\PROJECT DATA\_DISCIPLINE\GEOTECHNICAL\GINTLOGS\101049801_TEST PITS.GPJ ... 8/25/2025 10:49:12 AM ... Report: Log - LANGANTP

Page 907

GAN.COM\DATA\PAR\DATA8\101049801\PROJECT DATA\_DISCIPLINE\GEOTECHNICAL\GINTLOGS\101049801_TEST PITS.GPJ ... 8/25/2025 10:49:12 AM ... Report: Log - LANGANTP S-2 +550.0 3 Brown Sandy SILT, some f-c gravel, some cobbles (moist) 4 5 GRAB 6 S-3 7

Page 907

7 Refusal encountered at 8ft bgs (bucket teeth +545.0 8 scraping at bottom). End of Test Pit at 8ft bgs Completed excavating on 4/26/2024. Test pit backfilled with excavated material upon completion. 9 Easy digging observed from 0 to 8ft bgs. No mottling nor groundwater seepage

Page 907

or groundwater seepage obeserved in the dug test pit. 10 11 12 13 14 15

File revisions (1)