1. Sand Source Investigation_122013_1530.pdf
     
    MF-VC-13-01
    MF-VC-13-02
    MF-VC-13-03
    MF-VC-13-04
    MF-VC-13-05
    MF-VC-13-06
    MF-VC-13-07
    MF-VC-13-08
    MF-VC-13-22
    MF-VC-13-23
    MF-VC-13-11
    MF-VC-13-12
    MF-VC-13-15M
    MF-VC-13-16M
    MF-VC-13-19M
    MF-VC-13-18M
    MF-VC-13-21
    MF-VC-13-24
    MF-VC-13-31N
    MF-VC-13-32N
    MF-VC-13-10M
    MF-VC-13-09M
    JCVC-06-04
    JCVC-06-05
    JCVC-06-06
    JCVC-06-07
    JCVC-06-07A
    JCVC-06-08
    VIBRACORE LOCATIONS
    alt
     
    Shear Types:
    LOG OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13
    0.5
    1.0
    1.5
    2.0
    = Hand Penet.
    ELEV.
    DEPTH,
    FEET
    PLASTIC LIMIT
    -25
    -30
    -35
    -40
    -45
    -50
    -55
    0
    5
    10
    15
    20
    25
    30
    35
    MOISTURE
    SOIL SYMBOLS
    SAMPLER SYMBOLS
    AND FIELD TEST DATA
    Brown Sandy Clay
    (Munsell 5/2 7.5YR)
    Very Dark Gray Sandy Clay
    (Munsell 3/N GLEY1)
    LOG OF BORING
    % PASSING
    NO. 230 SIEVE
    Project: McFaddin NWR Sand Source Investigation
    Boring No.: MF-VC-13-10
    Groundwater during drilling: ---
    Groundwater after 24hrs: ---
    SOIL/ROCK CLASSIFICATION
    LIQUID LIMIT
    PLATE 10