Supporting Documentation · Apr 15, 2026
Stormwater Management Report 4898 2292 85031
Preserved file SHA-256
8d87c44aba7a72d151be72deaef2cff9bbbc23ab480605ed2a16ebd8c2456a56Indexed text · page 194
Show all pagesDRILL HOLE LOG BORING NO.: B-6 PROJECT: Proposed 1-story retail building PROJECT NO.: ANV-6549 ELEVATION/ | WELL | SOIL SYMBOLS, STANDARD PENETRATION TEST SAMPLERS uscs Description NM | DD CURVE DEPTH _| DETAIL| AND TEST DATA DEPTH N 40.3 p 2 -\- 24- 23 Augured down to 25 feet. [- 24 r ey ISM/GM| Reddish brown and greenish gray silty| 25'-25'6" | 50/ ¢ L 1 ~T) fie sand, some f/c gravel, wet to slightly moist, very dense. Spoon Refusal @25'-7". ; 27 End of boring. I 30 + 33 36 }- 39 f- 42 45 dass bisilemenliianiiics! Fiaure PAGF 9 of 9 ANS CONSULTANTS. INC.
File revisions (1)
- Sep 29, 2026
8d87c44aba7a21,477,603 bytes