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Department Of The Army New York District Corps of Engineers Jacob K. Javits Federal Building 26 Federal Plaza New York, NY 10278-0090
Contract #W912DS-12-D-0002,Task Order #0015 Geophysical and Geotechnical investigation: Outfall design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Appendices Volume
July 31, 2014
27 GLEN ROAD, NORTH ENTRANCE
SANDY HOOK, CONNECTICUT 06482
P.O. BOX 178, NEWTOWN, CT 06470
(203) 270-8100, FAX (203) 364-0480
www.e4sciences.com
Appendix I:
Borings descriptions
A B
C
A
-19.5'
-21.5' sp lit sp o o n sp lit sp o o n sp lit sp o o n re co ve ry
.5 re co ve ry
.0 re co ve ry
.9
+2.0
+1.0
-1.0
-2.0
-3.0
-4.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
-12.0
-13.0
-14.0
-15.0
-16.0
-17.0
-18.0
-19.0
-20.0
-21.0
-22.0
1.0
2.0
3.0
4.0
5.0
0.0 Seafloor = -17.5 feet NAVD88
NNAAVVDD88880.0
Atlantic Ocean
GS
SP
Dark brown f sand, wet, trace white shell frag-ments, burrows, poorly graded
Dark brown f sand, little m sand, wet, trace white shell fragments, cross-lamination, poorly graded
Gray-brown f sand, Dark brown f sand, little m sand, wet, trace white shell fragments, cross-lamination, poorly graded
Dark brown f sand, with three storm gravel lags, white shell fragments, cross lamiantiion continued on next page continued from previous page
S a m p le in te rv a l
D e p th b e lo w m u d lin e (f e e t)
E le va tio n N
A V
D
(f e e t)
S a m p le ty p e
R e co ve ry (f e e t)
B lo w co u n ts (b lo w s/
N va lu e
(b lo w s/
Unified Soil Classification field description per split spoon
Description description per stratigraphic unit S a m p le s
L a b o ra to ry Te st s
Latitude: 40° 35' 06.43177" N Longitude: 073° 34' 45.47489" W
DNJ-14-02SPT boring
U.S. Army Corps of Engineers New York District
Seafloor elevation: -17.5 feet NAVD88 Final elevation: -59.5 feet NAVD88
Vertical Datum: NAVD88
Described by: W.B. Ward & J.R. Trotta on April 26, 2014
Sampled on April 26, 2014
NAD83 New Jersey State Plane feet
Latitude: 40° 35' 06.43177" N Longitude: 073° 34' 45.47489" W
Northing 513,259.4 feet Easting 634,144.3 feet
Near outfall #41
Appendix II:
Sample analyses
Boring Spoon Depth Unit
Water
Content Liquid Limit Plastic Limit Plastic Index USCS
Sieve minus
#200
Hydrometer % minus 2um
DNJ-14-01 1 E 21.9 SP 2.2
DNJ-14-01 5 D 26.4 SP-SM 9.6
DNJ-14-01 11A 40-42 C 30.6 SC 34.5 13
DNJ-14-01 11C C 35.6 70 19 51 CH
DNJ-14-02 1 0-2 E 22.6 SP 3.9
DNJ-14-02 4B 6-8 C 28.5 SM 16.2
DNJ-14-02 7 20-22 C 34.3 CL 60.8 21
DNJ-14-02 8 25-27 C 45.4 107 26 81 CH
DNJ-14-03 4A 8-10 D 24.6 SP-SM 5.9
DNJ-14-03 6 15-17 C 34.6 CL-ML 57.5 15
DNJ-14-03 7B 20-22 C 48.9 106 30 76 CH
DNJ-14-03 10 C 46.9 CL 73.5 24
DNJ-14-03 11B 40-42 C 31.2 50 30 20 MH
DNJ-14-04 4 6-8 E 10.3 SW 3.8
DNJ-14-04 6 10-12 C 20.2 SP 3.0
DNJ-14-04 11 35-37 C 41.5 76 19 57 CH
DNJ-14-04 12 40-42 C 41.8 CL 60.2 22
DNJ-14-05 4 6-8 C 23.4 SP 2.2
DNJ-14-05 11B 35-37 C 24.7 63 17 46 CH
DNJ-14-06 2B E 22.2 SP 1.6
DNJ-14-06 7A 20-22 C 33.9 SC 466 17
DNJ-14-06 7B C 32.1 60 18 42 CH
DNJ-14-06 11B 40-42 B 26.3 SM 12.5 5
DNJ-14-07 1 0-2 E 24.5 SP 1.9
DNJ-14-07 4 8-10 C 38.6 CL 67.1 30
DNJ-14-07 4A C 44.3 86 19 67 CH
DNJ-14-07 7C 20-22 C 22.3 49 17 32 SC
DNJ-14-07 8 25-27 B 24.3 SM 16.7 9
DNJ-14-08 1A 0-2 E 5.2 SP 2.9
DNJ-14-08 4 6-8 C 15.4 SP 2.9
DNJ-14-08 12A 40-42 B 25.6 34 18 16 CL
DNJ-14-08 12B 40-42 B 35.6 SC 34.9 14
DNJ-14-08 13B 45-47 B 28.6 SC 42.5 10
DNJ-14-09 1 E 21.7 SP 2.8
DNJ-14-09 4A B 24.4 SM 14.7 5
DNJ-14-09 4B B 23.3 26 18 8 CL
DNJ-14-09 8A 25-27 B 27.5 47 19 28 CL
DNJ-14-09 11A 40-42 B 22.4 SM 13.6 5
DNJ-14-10 2A 2-4 E 15.5 SP 2.6
DNJ-14-10 7 15-17 C 23.8 SC 22.9 10
DNJ-14-10 7A 15-17 C 40.6 92 19 73 CH
DNJ-14-10 10 30-32 B 32.5 43 21 22 CL
DNJ-14-10 12 40-42 B 39.1 SC 35.8 11
DNJ-14-11 1 0-2 E 5 SP .5
Sample Identification Tests
Boring Spoon Depth Unit
Water
Content Liquid Limit Plastic Limit Plastic Index USCS
Sieve minus
#200
Hydrometer % minus 2um
DNJ-14-11 4 6-8 C 11.3 SP 4
DNJ-14-11 7 12-14 C 30.1 57 21 36 CH
DNJ-14-11 8 20-22 B 23.2 SC 23.8 11
DNJ-14-12 1 E 4.7 SP .4
DNJ-14-12 5 8-10 E 8.7 SP 3.4
DNJ-14-12 8 14-16 B 27.3 44 20 24 CL
DNJ-14-12 8B B 34.9 SM 26 7
DNJ-14-13 2 5-7 E 11.1 SP-SM 9
DNJ-14-13 7 18-20 B 32.2 SC-SM 43.2 14
DNJ-14-13 8 20-22 B 28.8 51 18 33 SC
DNJ-14-13 10 29-31 B 23.8 SM 19.5 10
DNJ-14-13 11B 35-37 B 19.2 np np np SM
DNJ-14-14 1 0-2 E 5 SP .6
DNJ-14-14 5A 8-10 E 16.4 SW 4.4
DNJ-14-14 9A 25.5-27.5 B 23.2 29 22 7 SC-SM
DNJ-14-14 9B 25.5-27.5 B 24.5 SP-SM 9.6 1
DNJ-14-15 3 4-6 A 26 SP-SM 6.9
DNJ-14-15 6 15-17 A 28.3 SP-SM 7.3
DNJ-14-15 8 25-27 A 28.8 np np np SM
DNJ-14-15 9 30-32 A 23.5 SP-SM 7.8 1
DNJ-14-15 10C A 20 17 3 SM
DNJ-14-15 11C A 24.9 SM 26.1 2
DNJ-14-16 2 E 19.9 SP 1.4
DNJ-14-16 7A 20-22 A 16.5 SP 4.1
DNJ-14-16 11 40-42 A 24.5 SP .2
Sample Identification Tests
Boring Spoon Depth Unit % +3" % Gravel % SAND %C SAND %M SAND %F SAND % FINES % -2µ D100 (mm) D80 (mm) D30 (mm) D10 (mm) Cc Cu
DNJ-14-01 1 E 0 0 97.8 0.1 20.1 77.6 2.2 4.75 0.36 0.27 0.18 1.1 2
DNJ-14-01 5 D 0 0.3 90.1 0.2 0.8 89.1 9.6 9.5 0.19 0.12 0.08 1.1 2.5
DNJ-14-01 11A 40-42 C 0 0 65.5 0 2.6 62.9 34.5 13 2 0.15 0.02
DNJ-14-01 11C C
DNJ-14-02 1 0-2 E 0 1.8 94.3 0.8 11.8 81.7 3.9 9.5 0.32 0.21 0.13 1 2.5
DNJ-14-02 4B 6-8 C 0 0 83.8 0.2 2.3 81.3 16.2 4.75 0.16 0.1
DNJ-14-02 7 20-22 C 0 0 39.2 0 0.4 38.9 60.8 21 2 0.06 0.01
DNJ-14-02 8 25-27 C
DNJ-14-03 4A 8-10 D 0 0 94.1 1.1 5.4 87.6 5.9 4.75 0.21 0.16 0.09 1.3 2.3
DNJ-14-03 6 15-17 C 0 1.3 41.2 0.8 0.7 39.8 57.5 15 9.5 0.08 0.01
DNJ-14-03 7B 20-22 C
DNJ-14-03 10 C 0 0 26.5 0 1.9 24.6 73.5 24 2 0.03 0
DNJ-14-03 11B 40-42 C
DNJ-14-04 4 6-8 E 0 30.3 65.9 20.8 34.3 10.9 3.8 37.5 3.47 1.04 0.28 1.1 12.3
DNJ-14-04 6 10-12 C 0 8.1 88.9 2.6 15.4 70.9 3 37.5 0.34 0.21 0.16 0.8 2.2
DNJ-14-04 11 35-37 C
DNJ-14-04 12 40-42 C 0 0 39.8 0.6 3 36.1 60.2 22 4.75 0.07 0.01
DNJ-14-05 4 6-8 C 0 0 97.8 0.1 32.4 65.2 2.2 4.75 0.4 0.31 0.24 1 1.7
DNJ-14-05 11B 35-37 C
DNJ-14-06 2B E 0 0.1 98.3 0.2 25.1 73 1.6 9.5 0.38 0.29 0.21 1.1 1.8
DNJ-14-06 7A 20-22 C 0 0 53.4 0 5.9 47.5 46.6 17 2 0.11 0.01
DNJ-14-06 7B C
DNJ-14-06 11B 40-42 B 0 0 87.5 0.2 3.2 84.1 12.5 5 4.75 0.26 0.18
DNJ-14-07 1 0-2 E 0 0.8 97.3 0.8 12.1 84.3 1.9 9.5 0.32 0.21 0.14 1 2.3
DNJ-14-07 4 8-10 C 0 0 32.9 0 1.4 31.5 67.1 30 2 0.04 0
DNJ-14-07 4A C
DNJ-14-07 7C 20-22 C
DNJ-14-07 8 25-27 B 0 0 83.3 0.5 13.9 68.9 16.7 9 4.75 0.32 0.18
DNJ-14-08 1A 0-2 E 0 0 100 0 80.1 19.9 0 2 0.65 0.48 0.33 1.1 2
DNJ-14-08 4 6-8 C 0 9.4 87.7 5.6 57.4 24.6 2.9 19 0.74 0.45 0.25 1.1 3
DNJ-14-08 12A 40-42 B
DNJ-14-08 12B 40-42 B 0 0 65.1 0 0.6 64.5 34.9 14 2 0.12 0.06
Sample Grain Size
Boring Spoon Depth Unit % +3" % Gravel % SAND %C SAND %M SAND %F SAND % FINES % -2µ D100 (mm) D80 (mm) D30 (mm) D10 (mm) Cc Cu
DNJ-14-08 13B 45-47 B 0 0.9 56.6 0.3 1.9 54.5 42.5 10 9.5 0.13 0.06
DNJ-14-09 1 E 0 2.1 95.1 3.3 17.2 74.6 2.8 9.5 0.35 0.23 0.15 1 2.3
DNJ-14-09 4A B 0 0 85.3 0.1 11.4 73.8 14.7 5 4.75 0.31 0.18
DNJ-14-09 4B B
DNJ-14-09 8A 25-27 B
DNJ-14-09 11A 40-42 B 0 2 84.4 5.6 24.8 54.1 13.6 5 9.5 0.38 0.21
DNJ-14-10 2A 2-4 E 0 6.2 91.2 8.9 61.8 20.6 2.6 9.5 0.78 0.49 0.28 1.1 2.8
DNJ-14-10 7 15-17 C 0 0 77.1 0.1 19 58 22.9 10 4.75 0.31 0.14
DNJ-14-10 7A 15-17 C
DNJ-14-10 10 30-32 B
DNJ-14-10 12 40-42 B 0 0 64.2 0.1 2.7 61.4 35.8 11 4.75 0.11 0.04
DNJ-14-11 1 0-2 E 0 0.1 99.4 1.2 78.3 20 0.5 9.5 0.7 0.49 0.32 1.1 2.2
DNJ-14-11 4 6-8 C 0 24.5 71.5 15.7 32.2 23.6 4 19 2.02 0.48 0.22 0.5 9.1
DNJ-14-11 7 12-14 C
DNJ-14-11 8 20-22 B 0 0 76.2 0.3 16.2 59.7 23.8 11 4.75 0.3 0.12
DNJ-14-12 1 E 0 0.5 99.1 2.6 66.5 30 0.4 9.5 0.65 0.42 0.3 0.9 2.2
DNJ-14-12 5 8-10 E 0 39.7 56.9 9.1 28.2 19.6 3.4 37.5 4.67 0.59 0.24 0.3 19.5
DNJ-14-12 8 14-16 B
DNJ-14-12 8B B 0 0 74 0.2 1.2 72.6 26 7 4.75 0.16 0.09
DNJ-14-13 2 5-7 E 0 8.5 82.5 3.7 36.9 42 9 19 0.58 0.31 0.1 1.6 5.8
DNJ-14-13 7 18-20 B 0 0 56.8 0.1 5.9 50.8 43.2 14 4.75 0.11 0.05
DNJ-14-13 8 20-22 B
DNJ-14-13 10 29-31 B 0 6 74.5 8.6 18.4 47.4 19.5 10 9.5 0.38 0.2
DNJ-14-13 11B 35-37 B
DNJ-14-14 1 0-2 E 0 0 99.4 0.1 54.4 44.9 0.6 4.75 0.54 0.36 0.27 0.9 2
DNJ-14-14 5A 8-10 E 0 10.9 84.7 22.6 46.3 15.7 4.4 19 1.74 0.66 0.25 1 6.9
DNJ-14-14 9A 25.5-27.5 B
DNJ-14-14 9B 25.5-27.5 B 0 0.5 89.9 2.9 31.7 55.3 9.6 1 9.5 0.4 0.26 0.08 2 4.8
DNJ-14-15 3 4-6 A 0 0 93.1 0.3 33.5 59.3 6.9 4.75 0.4 0.29 0.16 1.3 2.5
DNJ-14-15 6 15-17 A 0 0 92.7 0.2 30.2 62.3 7.3 4.75 0.39 0.28 0.16 1.3 2.5
DNJ-14-15 8 25-27 A
DNJ-14-15 9 30-32 A 0 0 92.2 0.2 24.8 67.2 7.8 1 4.75 0.37 0.26 0.13 1.3 2.8
Boring Spoon Depth Unit % +3" % Gravel % SAND %C SAND %M SAND %F SAND % FINES % -2µ D100 (mm) D80 (mm) D30 (mm) D10 (mm) Cc Cu
DNJ-14-15 10C A
DNJ-14-15 11C A 0 0 73.9 1.2 30.1 42.6 26.1 2 9.5 0.37 0.14
DNJ-14-16 2 E 0 0 98.6 0.2 57.2 41.2 1.4 4.75 0.58 0.35 0.23 0.9 2.5
DNJ-14-16 7A 20-22 A 0 1.1 94.8 8.8 64.4 21.6 4.1 9.5 0.77 0.47 0.24 1.2 3.2
DNJ-14-16 11 40-42 A 0 1.9 97.9 0.5 25.9 71.5 0.2 19 0.39 0.31 0.26 1 1.5
Boring Spoon Depth Unit 4" 3" 1 1/2" 3/4" 3/8" 4 10 20 40 60 100 200
DNJ-14-01 1 E 100 100 100 100 100 100 99.9 98.5 79.8 24.7 4.3 2.2
DNJ-14-01 5 D 100 100 100 100 100 99.7 99.4 99.2 98.7 93.4 40.7 9.6
DNJ-14-01 11A 40-42 C 100 100 100 100 100 100 100 99.9 97.4 78.2 60.2 34.5
DNJ-14-01 11C C
DNJ-14-02 1 0-2 E 100 100 100 100 100 98.2 97.4 95.6 85.6 42.9 12.4 3.9
DNJ-14-02 4B 6-8 C 100 100 100 100 100 100 99.8 99.1 97.5 93.7 57.4 16.2
DNJ-14-02 7 20-22 C 100 100 100 100 100 100 100 99.9 99.6 98.7 94.1 60.8
DNJ-14-02 8 25-27 C
DNJ-14-03 4A 8-10 D 100 100 100 100 100 100 98.9 96.5 93.5 82.6 25.2 5.9
DNJ-14-03 6 15-17 C 100 100 100 100 100 98.7 98 97.8 97.3 96.3 91.7 57.5
DNJ-14-03 7B 20-22 C
DNJ-14-03 10 C 100 100 100 100 100 100 100 98.9 98.11 97 93.5 73.5
DNJ-14-03 11B 40-42 C
DNJ-14-04 4 6-8 E 100 100 100 94 82.9 69.7 48.9 26.2 14.6 9 5.9 3.8
DNJ-14-04 6 10-12 C 100 100 100 94.4 93.6 91.9 89.2 81.9 73.8 45.5 8.1 3
DNJ-14-04 11 35-37 C
DNJ-14-04 12 40-42 C 100 100 100 100 100 100 99.4 99.2 96.4 91.1 84.8 60.2
DNJ-14-05 4 6-8 C 100 100 100 100 100 100 99.9 97.5 67.4 11 3.9 2.2
DNJ-14-05 11B 35-37 C
DNJ-14-06 2B E 100 100 100 100 100 99.9 99.7 98.7 74.6 14.6 3.3 1.6
DNJ-14-06 7A 20-22 C 100 100 100 100 100 100 100 99.8 94.1 85.6 77.5 46.6
DNJ-14-06 7B C
DNJ-14-06 11B 40-42 B 100 100 100 100 100 100 99.8 99.6 96.6 57.4 19.6 12.5
DNJ-14-07 1 0-2 E 100 100 100 100 100 99.2 98.4 96.6 86.3 43.5 11.6 1.9
DNJ-14-07 4 8-10 C 100 100 100 100 100 100 100 99.9 98.6 96.2 92.3 67.1
DNJ-14-07 4A C
DNJ-14-07 7C 20-22 C
DNJ-14-07 8 25-27 B 100 100 100 100 100 100 99.5 98.7 85.6 43.2 23.9 16.7
DNJ-14-08 1A 0-2 E 100 100 100 100 100 100 100 94.6 19.9 0.9 0 0
DNJ-14-08 4 6-8 C 100 100 100 100 96.2 90.6 85 70.9 27.5 9.9 5 2.9
DNJ-14-08 12A 40-42 B
DNJ-14-08 12B 40-42 B 100 100 100 100 100 100 100 99.9 99.4 93.1 76.3 34.9
DNJ-14-08 13B 45-47 B 100 100 100 100 100 99.1 98.8 98.5 97 85.3 57.9 42.5
DNJ-14-09 1 E 100 100 100 100 100 97.9 94.6 90.2 77.4 34.6 9.7 2.8
DNJ-14-09 4A B 100 100 100 100 100 100 99.9 99.4 88.5 46.8 23.4 14.7
DNJ-14-09 4B B
DNJ-14-09 8A 25-27 B
DNJ-14-09 11A 40-42 B 100 100 100 100 100 98 92.4 87.3 67.6 37.4 17.8 13.6
DNJ-14-10 2A 2-4 E 100 100 100 100 100 93.8 84.9 67.5 23.1 7.3 4.1 2.6
DNJ-14-10 7 15-17 C 100 100 100 100 100 100 99.9 99.4 80.9 47.7 31.1 22.9
DNJ-14-10 7A 15-17 C
DNJ-14-10 10 30-32 B
DNJ-14-10 12 40-42 B 100 100 100 100 100 100 99.9 99.4 97.2 93.1 86.9 35.8
DNJ-14-11 1 0-2 E 100 100 100 100 100 99.9 98.7 81.9 20.5 2.4 1 0.5
DNJ-14-11 4 6-8 C 100 100 100 100 93.3 75.5 59.9 44.8 27.6 11.4 6.3 4
Sample Percent Finer
Boring Spoon Depth Unit 4" 3" 1 1/2" 3/4" 3/8" 4 10 20 40 60 100 200
DNJ-14-11 7 12-14 C
DNJ-14-11 8 20-22 B 100 100 100 100 100 100 99.7 99 83.5 49.7 33.5 23.8
DNJ-14-12 1 E 100 100 100 100 100 99.5 96.9 85.5 30.4 2.4 0.8 0.4
DNJ-14-12 5 8-10 E 100 100 100 86.5 77.7 60.3 51.1 41.2 23 10.5 5.7 3.4
DNJ-14-12 8 14-16 B
DNJ-14-12 8B B 100 100 100 100 100 100 99.8 99.5 98.6 91.2 55.9 26
DNJ-14-13 2 5-7 E 100 100 100 100 93.6 91.5 87.8 76.5 50.9 20 12.2 9
DNJ-14-13 7 18-20 B 100 100 100 100 100 100 99.9 99.2 94 86.1 80.7 43.2
DNJ-14-13 8 20-22 B
DNJ-14-13 10 29-31 B 100 100 100 100 100 94 85.4 81.8 67 38.4 22.7 19.5
DNJ-14-13 11B 35-37 B
DNJ-14-14 1 0-2 E 100 100 100 100 100 100 99.9 98.1 45.5 5.5 1.1 0.6
DNJ-14-14 5A 8-10 E 100 100 100 100 94.9 89.1 66.5 37.9 20.2 9.9 7.1 4.4
DNJ-14-14 9A 25.5-27.5 B
DNJ-14-14 9B 25.5-27.5 B 100 100 100 100 100 99.5 96.6 90.4 64.9 27.6 13.4 9.6
DNJ-14-15 3 4-6 A 100 100 100 100 100 100 99.7 96.9 66.2 19.5 9 6.9
DNJ-14-15 6 15-17 A 100 100 100 100 100 100 99.8 95.9 69.6 20.3 9.2 7.3
DNJ-14-15 8 25-27 A
DNJ-14-15 9 30-32 A 100 100 100 100 100 100 99.8 99.5 75 28.6 10.6 7.8
DNJ-14-15 10C A
DNJ-14-15 11C A 100 100 100 100 100 100 98.8 93.3 68.7 40.8 30.5 26.1
DNJ-14-16 2 E 100 100 100 100 100 100 99.8 91.2 42.6 12.1 2.8 1.4
DNJ-14-16 7A 20-22 A 100 100 100 100 100 98.9 90.1 67.8 25.7 10.5 5.9 4.1
DNJ-14-16 11 40-42 A 100 100 100 100 98.1 98.1 97.6 95.2 71.7 7 0.9 0.2
Sample Percent Finer
Hand held Tor Vane Shear and Pocket Penetrometer Measurements (36 Total)
Boring Spoon Spoon Depth
From Top of
Spoon Unit Tor Vane Penetrometer
DNJ-14-04 7 15-17 12" C 2.0 2.8
DNJ-14-04 9 25-27 6" C 2.5 2.0
DNJ-14-04 9 25-27 18" C 2.0 2.0
DNJ-14-04 10 30-32 6" C 2.0 2.0
DNJ-14-04 10 30-32 18" C 2.0 2.5
DNJ-14-04 11 35-37 12" C 2.0 2.5
DNJ-14-04 12 40-42 12" C 2.5 2.5
DNJ-14-05 7 15-17 6" C 2.0 2.5
DNJ-14-05 7 15-17 18" C 1.5 2.0
DNJ-14-05 8 20-22 4" C 1.5 1.5
DNJ-14-05 9 27-29 6" C 2.0 3.0
DNJ-14-05 9 27-29 18" C 3.0 3.0
DNJ-14-05 10 30-32 6" C 3.5 3.0
DNJ-14-05 11 35-37 6" C 3.0 1.3
DNJ-14-05 11 35-37 14" C 2.5 1.3
DNJ-14-08 5 8-10 20" C 1.5 1.5
DNJ-14-08 7 15-17 6" C 1.5 1.3
DNJ-14-08 7 15-17 12" C 1.5 1.3
DNJ-14-08 8 19-21 6" C 2.0 2.0
DNJ-14-08 8 19-21 18" C 2.0 1.5
DNJ-14-08 9 19-21 12" C 0.3 0.8
DNJ-14-08 11 35-37 6" B 1.5 1.5
DNJ-14-08 11 35-37 14" B 1.5 2.5
DNJ-14-08 12 35-37 14" B 1.5 2.5
DNJ-14-08 13 45-47 18" B 1.5 1.5
DNJ-14-12 6 10-12 5" B 1.0 1.0
DNJ-14-13 8 20-22 6" B 0.3 0.4
DNJ-14-13 8 20-22 12" B 0.2 0.5
DNJ-14-13 8 20-22 18" B 0.2 0.6
DNJ-14-13 9 25-27 3" B 0.2 0.4
DNJ-14-13 9 25-27 18" B 0.2 0.1
DNJ-14-14 3 4-6 12" B 1.0 0.5
DNJ-14-14 7 15-17 4" B 1.0 0.8
DNJ-14-14 7 15-17 8" B 0.5 1.0
DNJ-14-14 7 15-17 11" B 1.0 0.8
DNJ-14-14 8 20-22 18" B 0.0 0.0
e4sciences / Earthworks LLC Deal, NJ
LABORATORY TESTING DATA SUMMARY
BORING SAMPLE DEPTH IDENTIFICATION TESTS STRENGTH REMARKS
WATER LIQUID PLASTIC PLAS. USCS SIEVE HYDROMETER TOTAL DRY Type Test PEAK AXIAL STRAIN
NO. NO. CONTENT LIMIT LIMIT INDEX SYMB. MINUS % MINUS UNIT UNIT DEVIATOR @ PEAK
(1) NO. 200 2 m WEIGHT WEIGHT STRESS STRESS
(ft) (%) (-) (-) (-) (%) (%) (pcf) (pcf) (psi) (%)
DNJ-14-05 T-1 25-27 112.8
DNJ-14-05 T-1 25.4 37.1
DNJ-14-05 T-1 25.65 37.5 CL 114.7 83.4 UC 10.9 2.0 UC177C.
DNJ-14-05 T-1 25.95 35.4
DNJ-14-05 T-1 26.2 35.2 CL 116.0 85.9 UC 9.6 1.9 UC177a.
DNJ-14-08 T-1 17-19 114.2
DNJ-14-08 T-1 17.65 52.6
DNJ-14-08 T-1 18.2 36.5
DNJ-14-08 T-1 18.45 36.2 CL 116.1 85.3 UC 10.3 1.5 UC177e.
DNJ-14-08 T-1 18.75 34.5
DNJ-14-08 T-1 19.0 34.4 CL 117.8 87.7 UC 20.9 2.9 UC177d.
DNJ-14-13 T-1 27-29 122.4
DNJ-14-13 T-1 27.4 33.0
DNJ-14-13 T-1 27.65 30.7 SC 124.1 95.0 UC 1.8 10.1 UC177f.
DNJ-14-13 T-1 27.95 27.3
DNJ-14-13 T-1 28.2 24.9 CL/SC 126.5 101.4 UC 4.2 4.5 UC177g.
DNJ-14-13 T-1 28.5 25.6
Note: (1) USCS classification based on visual observation
Prepared by: JR Reviewed by: Preliminary Date: 6/27/2014
TerraSense, LLC 45H Commerce Way Totowa, NJ 07512
Project No.: 7803-14001 File: Indx1-4.xls
LABORATORY TESTING DATA SUMMARY
BORING SAMPLE DEPTH IDENTIFICATION TESTS REMARKS
WATER USCS SIEVE HYDROMETER
NO. NO. CONTENT SYMB. MINUS % MINUS
(1) NO. 200 2 m
(ft) (%) (%) (%)
DNJ-14-01 S-1 21.9 SP 2.2
DNJ-14-01 S-5 26.4 SP-SM 9.6
DNJ-14-01 S-11A 40-42 30.6 SC 34.5 13
DNJ-14-02 S-1 0-2 22.6 SP 3.9
DNJ-14-02 S-4B 6-8 28.5 SM 16.2
DNJ-14-02 S-7 20-22 34.3 CL 60.8 21
DNJ-14-03 S-4A 8-10 24.6 SP-SM 5.9
DNJ-14-03 S-6 15-17 34.6 CL-ML 57.5 15
DNJ-14-03 S-10 46.9 CL 73.5 24
DNJ-14-06 S-2B 22.2 SP 1.6
DNJ-14-06 S-7A 20-22 33.9 SC 46.6 17
DNJ-14-06 S-11B 40-42 26.3 SM 12.5 5
DNJ-14-07 S-1 0-2 24.5 SP 1.9
DNJ-14-07 S-4 8-10 38.6 CL 67.1 30
DNJ-14-07 S-8 25-27 24.3 SM 16.7 9
DNJ-14-09 S-1 21.7 SP 2.8
DNJ-14-09 S-4A 24.4 SM 14.7 5
DNJ-14-09 S-11A 40-42 22.4 SM 13.6 5
DNJ-14-10 S-2A 2-4 15.5 SP 2.6
DNJ-14-10 S-7 15-17 23.8 SC 22.9 10
DNJ-14-10 S-12 40-42 39.1 SC 35.8 11
DNJ-14-11 S-1 0-2 5.0 SP 0.5
DNJ-14-11 S-4 6-8 11.3 SP 4.0
DNJ-14-11 S-8 20-22 23.2 SC 23.8 11
DNJ-14-12 S-1 4.7 SP 0.4
DNJ-14-12 S-5 8-10 8.7 SP 3.4
DNJ-14-12 S-8 14-16 34.9 SM 26.0 7
DNJ-14-13 S-2 5-7 11.1 SP-SM 9.0
DNJ-14-13 S-7 18-20 32.2 SC-SM 43.2 14
DNJ-14-13 S-10 29-31 23.8 SM 19.5 10
DNJ-14-14 S-1 0-2 5.0 SP 0.6
DNJ-14-14 S-5A 8-10 16.4 SW 4.4
DNJ-14-14 S-9B 25.5-27.5 24.5 SP-SM 9.6 1
DNJ-14-15 S-3 4-6 26.0 SP-SM 6.9
DNJ-14-15 S-6 15-17 28.2 SP-SM 7.3
DNJ-14-15 S-9 30-32 23.5 SP-SM 7.8 1
DNJ-14-15 S-11C 24.9 SM 26.1 2
DNJ-14-16 S-2 19.9 SP 1.4
DNJ-14-16 S-7A 20-22 16.5 SP 4.1
DNJ-14-16 S-11 40-42 24.5 SP 0.2
Note: (1) USCS symbol based on visual observation and Sieve reported.
Prepared by: JR Reviewed by: CMJ Date: 5/15/2014
TerraSense, LLC 45H Commerce Way Totowa, NJ 07512
Project No.: 7803-14001 File: Indx1.xls
COBBLES GRAVEL SAND SILT OR CLAY Symbol COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-01 DNJ-14-01 DNJ-14-01
U.S. Standard Sieve Size Sample S-1 S-5 S-11A Depth 40-42 % +3" 0.0 0.0 0.0
% Gravel 0.0 0.3 0.0
% SAND 97.8 90.1 65.5
%C SAND 0.1 0.2 0.0
%M SAND 20.1 0.8 2.6
%F SAND 77.6 89.1 62.9
% FINES 2.2 9.6 34.5
% -2 13 D100 (mm) 4.75 9.50 2.00 D60 (mm) 0.36 0.19 0.15 D30 (mm) 0.27 0.12 0.02 D10 (mm) 0.18 0.08
Cc 1.1 1.1 Cu 2.0 2.5
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 100.0 99.7 10 99.9 99.4 100.0 20 98.5 99.2 99.9 40 79.8 98.7 97.4 60 24.7 93.4 78.2
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 4.3 40.7 60.2
21.9 SP 5/7/2014 200 2.2 9.6 34.5
26.4 SP-SM 5/7/2014
7803-14001
30.6 SC 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly graded sand
Brown, Poorly-graded sand with silt
Gray, Clayey sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1a.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-02 DNJ-14-02 DNJ-14-02
U.S. Standard Sieve Size Sample S-1 S-4B S-7 Depth 0-2 6-8 20-22 % +3" 0.0 0.0 0.0
% Gravel 1.8 0.0 0.0
% SAND 94.3 83.8 39.2
%C SAND 0.8 0.2 0.0
%M SAND 11.8 2.3 0.4
%F SAND 81.7 81.3 38.9
% FINES 3.9 16.2 60.8
% -2 21 D100 (mm) 9.50 4.75 2.00 D60 (mm) 0.32 0.16 0.06 D30 (mm) 0.21 0.10 0.01 D10 (mm) 0.13
Cc 1.0 Cu 2.5
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 98.2 100.0 10 97.4 99.8 100.0 20 95.6 99.1 99.9 40 85.6 97.5 99.6 60 42.9 93.7 98.7
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 12.4 57.4 94.1
22.6 SP 5/7/2014 200 3.9 16.2 60.8
28.5 SM 5/7/2014
7803-14001
34.3 CL 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly graded sand
Gray, Silty sand
Gray, Sandy lean clay
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1b.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-03 DNJ-14-03 DNJ-14-03
U.S. Standard Sieve Size Sample S-4A S-6 S-10 Depth 8-10 15-17 % +3" 0.0 0.0 0.0
% Gravel 0.0 1.3 0.0
% SAND 94.1 41.2 26.5
%C SAND 1.1 0.8 0.0
%M SAND 5.4 0.7 1.9
%F SAND 87.6 39.8 24.6
% FINES 5.9 57.5 73.5
% -2 15 24 D100 (mm) 4.75 9.50 2.00 D60 (mm) 0.21 0.08 0.03 D30 (mm) 0.16 0.01 0.00 D10 (mm) 0.09
Cc 1.3 Cu 2.3
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 100.0 98.7 10 98.9 98.0 100.0 20 96.5 97.8 98.9 40 93.5 97.3 98.1 60 82.6 96.3 97.0
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 25.2 91.7 93.5
24.6 SP-SM 5/7/2014 200 5.9 57.5 73.5
34.6 CL-ML 5/7/2014
7803-14001
46.9 CL 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly-graded sand with silt
Gray, Sandy silty clay
Gray, Lean clay with sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1c.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-06 DNJ-14-06 DNJ-14-06
U.S. Standard Sieve Size Sample S-2B S-7A S-11B Depth 20-22 40-42 % +3" 0.0 0.0 0.0
% Gravel 0.1 0.0 0.0
% SAND 98.3 53.4 87.5
%C SAND 0.2 0.0 0.2
%M SAND 25.1 5.9 3.2
%F SAND 73.0 47.5 84.1
% FINES 1.6 46.6 12.5
% -2 17 5 D100 (mm) 9.50 2.00 4.75 D60 (mm) 0.38 0.11 0.26 D30 (mm) 0.29 0.01 0.18 D10 (mm) 0.21
Cc 1.1 Cu 1.8
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 99.9 100.0 10 99.7 100.0 99.8 20 98.7 99.8 99.6 40 74.6 94.1 96.6 60 14.6 85.6 57.4
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 3.3 77.5 19.6
22.2 SP 5/7/2014 200 1.6 46.6 12.5
33.9 SC 5/7/2014
7803-14001
26.3 SM 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly graded sand
Gray, Clayey sand
Gray, Silty sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1d.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-07 DNJ-14-07 DNJ-14-07
U.S. Standard Sieve Size Sample S-1 S-4 S-8 Depth 0-2 8-10 25-27 % +3" 0.0 0.0 0.0
% Gravel 0.8 0.0 0.0
% SAND 97.3 32.9 83.3
%C SAND 0.8 0.0 0.5
%M SAND 12.1 1.4 13.9
%F SAND 84.3 31.5 68.9
% FINES 1.9 67.1 16.7
% -2 30 9 D100 (mm) 9.50 2.00 4.75 D60 (mm) 0.32 0.04 0.32 D30 (mm) 0.21 0.00 0.18 D10 (mm) 0.14
Cc 1.0 Cu 2.3
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 99.2 100.0 10 98.4 100.0 99.5 20 96.6 99.9 98.7 40 86.3 98.6 85.6 60 43.5 96.2 43.2
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 11.6 92.3 23.9
24.5 SP 5/7/2014 200 1.9 67.1 16.7
38.6 CL 5/7/2014
7803-14001
24.3 SM 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly graded sand
Gray, Sandy lean clay
Gray, Silty sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1e.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-09 DNJ-14-09 DNJ-14-09
U.S. Standard Sieve Size Sample S-1 S-4A S-11A Depth 40-42 % +3" 0.0 0.0 0.0
% Gravel 2.1 0.0 2.0
% SAND 95.1 85.3 84.4
%C SAND 3.3 0.1 5.6
%M SAND 17.2 11.4 24.8
%F SAND 74.6 73.8 54.1
% FINES 2.8 14.7 13.6
% -2 5 5 D100 (mm) 9.50 4.75 9.50 D60 (mm) 0.35 0.31 0.38 D30 (mm) 0.23 0.18 0.21 D10 (mm) 0.15
Cc 1.0 Cu 2.3
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0 100.0
4 97.9 100.0 98.0 10 94.6 99.9 92.4 20 90.2 99.4 87.3 40 77.4 88.5 67.6 60 34.6 46.8 37.4
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 9.7 23.4 17.8
21.7 SP 5/7/2014 200 2.8 14.7 13.6
24.4 SM 5/7/2014
7803-14001
22.4 SM 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly graded sand
Gray, Silty sand
Gray, Silty sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1f.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-10 DNJ-14-10 DNJ-14-10
U.S. Standard Sieve Size Sample S-2A S-7 S-12 Depth 2-4 15-17 40-42 % +3" 0.0 0.0 0.0
% Gravel 6.2 0.0 0.0
% SAND 91.2 77.1 64.2
%C SAND 8.9 0.1 0.1
%M SAND 61.8 19.0 2.7
%F SAND 20.6 58.0 61.4
% FINES 2.6 22.9 35.8
% -2 10 11 D100 (mm) 9.50 4.75 4.75 D60 (mm) 0.78 0.31 0.11 D30 (mm) 0.49 0.14 0.04 D10 (mm) 0.28
Cc 1.1 Cu 2.8
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 93.8 100.0 100.0 10 84.9 99.9 99.9 20 67.5 99.4 99.4 40 23.1 80.9 97.2 60 7.3 47.7 93.1
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 4.1 31.1 86.9
15.5 SP 5/7/2014 200 2.6 22.9 35.8
23.8 SC 5/7/2014
7803-14001
39.1 SC 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly graded sand
Gray, Clayey sand
Gray, Clayey sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1g.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-11 DNJ-14-11 DNJ-14-11
U.S. Standard Sieve Size Sample S-1 S-4 S-8 Depth 0-2 6-8 20-22 % +3" 0.0 0.0 0.0
% Gravel 0.1 24.5 0.0
% SAND 99.4 71.5 76.2
%C SAND 1.2 15.7 0.3
%M SAND 78.3 32.2 16.2
%F SAND 20.0 23.6 59.7
% FINES 0.5 4.0 23.8
% -2 11 D100 (mm) 9.50 19.00 4.75 D60 (mm) 0.70 2.02 0.30 D30 (mm) 0.49 0.48 0.12 D10 (mm) 0.32 0.22
Cc 1.1 0.5 Cu 2.2 9.1
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 100.0 3/8" 100.0 93.3
4 99.9 75.5 100.0 10 98.7 59.9 99.7 20 81.9 44.8 99.0 40 20.5 27.6 83.5 60 2.4 11.4 49.7
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 1.0 6.3 33.5
5.0 SP 5/7/2014 200 0.5 4.0 23.8
11.3 SP 5/7/2014
7803-14001
23.2 SC 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly graded sand
Brown, Poorly graded sand with gravel
Gray, Clayey sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1h.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-12 DNJ-14-12 DNJ-14-12
U.S. Standard Sieve Size Sample S-1 S-5 S-8 Depth 8-10 14-16 % +3" 0.0 0.0 0.0
% Gravel 0.5 39.7 0.0
% SAND 99.1 56.9 74.0
%C SAND 2.6 9.1 0.2
%M SAND 66.5 28.2 1.2
%F SAND 30.0 19.6 72.6
% FINES 0.4 3.4 26.0
% -2 7 D100 (mm) 9.50 37.50 4.75 D60 (mm) 0.65 4.67 0.16 D30 (mm) 0.42 0.59 0.09 D10 (mm) 0.30 0.24
Cc 0.9 0.3 Cu 2.2 19.5
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 100.0 3/4" 86.5 3/8" 100.0 77.7
4 99.5 60.3 100.0 10 96.9 51.1 99.8 20 85.5 41.2 99.5 40 30.4 23.0 98.6 60 2.4 10.5 91.2
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 0.8 5.7 55.9
4.7 SP 5/7/2014 200 0.4 3.4 26.0
8.7 SP 5/7/2014
7803-14001
34.9 SM 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly graded sand
Brown, Poorly graded sand with gravel
Gray, Silty sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1i.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-13 DNJ-14-13 DNJ-14-13
U.S. Standard Sieve Size Sample S-2 S-7 S-10 Depth 5-7 18-20 29-31 % +3" 0.0 0.0 0.0
% Gravel 8.5 0.0 6.0
% SAND 82.5 56.8 74.5
%C SAND 3.7 0.1 8.6
%M SAND 36.9 5.9 18.4
%F SAND 42.0 50.8 47.4
% FINES 9.0 43.2 19.5
% -2 14 10 D100 (mm) 19.00 4.75 9.50 D60 (mm) 0.58 0.11 0.38 D30 (mm) 0.31 0.05 0.20 D10 (mm) 0.10
Cc 1.6 Cu 5.8
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 100.0 3/8" 93.6 100.0
4 91.5 100.0 94.0 10 87.8 99.9 85.4 20 76.5 99.2 81.8 40 50.9 94.0 67.0 60 20.0 86.1 38.4
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 12.2 80.7 22.7
11.1 SP-SM 5/7/2014 200 9.0 43.2 19.5
32.2 SC-SM 5/7/2014
7803-14001
23.8 SM 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly-graded sand with silt
Brown, Silty, clayey sand
Gray, Silty sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1j.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-14 DNJ-14-14 DNJ-14-14
U.S. Standard Sieve Size Sample S-1 S-5A S-9B Depth 0-2 8-10 25.5-27.5 % +3" 0.0 0.0 0.0
% Gravel 0.0 10.9 0.5
% SAND 99.4 84.7 89.9
%C SAND 0.1 22.6 2.9
%M SAND 54.4 46.3 31.7
%F SAND 44.9 15.7 55.3
% FINES 0.6 4.4 9.6
% -2 1 D100 (mm) 4.75 19.00 9.50 D60 (mm) 0.54 1.74 0.40 D30 (mm) 0.36 0.66 0.26 D10 (mm) 0.27 0.25 0.08
Cc 0.9 1.0 2.0 Cu 2.0 6.9 4.8
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 100.0 3/8" 94.9 100.0
4 100.0 89.1 99.5 10 99.9 66.5 96.6 20 98.1 37.9 90.4 40 45.5 20.2 64.9 60 5.5 9.9 27.6
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 1.1 7.1 13.4
5.0 SP 5/7/2014 200 0.6 4.4 9.6
16.4 SW 5/7/2014
7803-14001
24.5 SP-SM 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly graded sand
Brown, Well-graded sand
Gray, Poorly-graded sand with silt
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1k.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-15 DNJ-14-15
U.S. Standard Sieve Size Sample S-3 S-6 Depth 4-6 15-17 % +3" 0.0 0.0
% Gravel 0.0 0.0
% SAND 93.1 92.7
%C SAND 0.3 0.2
%M SAND 33.5 30.2
%F SAND 59.3 62.3
% FINES 6.9 7.3
% -2 D100 (mm) 4.75 4.75 D60 (mm) 0.40 0.39 D30 (mm) 0.29 0.28 D10 (mm) 0.16 0.16
Cc 1.3 1.3 Cu 2.5 2.5
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8"
4 100.0 100.0 10 99.7 99.8 20 96.9 95.9 40 66.2 69.6 60 19.5 20.3
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 9.0 9.2
26.0 SP-SM 5/7/2014 200 6.9 7.3
28.2 SP-SM 5/7/2014
7803-14001
PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly-graded sand with silt
Red, Poorly-graded sand with silt
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1l.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-15 DNJ-14-15
U.S. Standard Sieve Size Sample S-9 S-11C Depth 30-32 % +3" 0.0 0.0
% Gravel 0.0 0.0
% SAND 92.2 73.9
%C SAND 0.2 1.2
%M SAND 24.8 30.1
%F SAND 67.2 42.6
% FINES 7.8 26.1
% -2 1 2 D100 (mm) 4.75 9.50 D60 (mm) 0.37 0.37 D30 (mm) 0.26 0.14 D10 (mm) 0.13
Cc 1.3 Cu 2.8
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8"
4 100.0 100.0 10 99.8 98.8 20 99.5 93.3 40 75.0 68.7 60 28.6 40.8
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 10.6 30.5
23.5 SP-SM 5/7/2014 200 7.8 26.1
24.9 SM 5/7/2014
7803-14001
PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly-graded sand with silt
Brown, Silty sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1m.xls 5/15/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-16 DNJ-14-16 DNJ-14-16
U.S. Standard Sieve Size Sample S-2 S-7A S-11 Depth 20-22 40-42 % +3" 0.0 0.0 0.0
% Gravel 0.0 1.1 1.9
% SAND 98.6 94.8 97.9
%C SAND 0.2 8.8 0.5
%M SAND 57.2 64.4 25.9
%F SAND 41.2 21.6 71.5
% FINES 1.4 4.1 0.2
% -2 D100 (mm) 4.75 9.50 19.00 D60 (mm) 0.58 0.77 0.39 D30 (mm) 0.35 0.47 0.31 D10 (mm) 0.23 0.24 0.26
Cc 0.9 1.2 1.0 Cu 2.5 3.2 1.5
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 100.0 3/8" 100.0 98.1
4 100.0 98.9 98.1 10 99.8 90.1 97.6 20 91.2 67.8 95.2 40 42.6 25.7 71.7 60 12.1 10.5 7.0
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 2.8 5.9 0.9
19.9 SP 5/7/2014 200 1.4 4.1 0.2
16.5 SP 5/7/2014
7803-14001
24.5 SP 5/7/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Poorly graded sand
Brown, Poorly graded sand
Brown, Poorly graded sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev1n.xls 5/15/2014
LABORATORY TESTING DATA SUMMARY
BORING SAMPLE DEPTH IDENTIFICATION TESTS REMARKS
WATER LIQUID PLASTIC PLAS. USCS SIEVE
NO. NO. CONTENT LIMIT LIMIT INDEX SYMB. MINUS
(1) NO. 200
(ft) (%) (-) (-) (-) (%) DNJ-14-04 Spoon 11 35-37 41.5 76 19 57 CH DNJ-14-05 Spoon 11B 35-37 24.7 63 17 46 CH DNJ-14-08 Spoon 12A 40-42 25.6 34 18 16 CL
DNJ-14-04 Spoon 4 6-8 10.3 SW 3.8 DNJ-14-04 Spoon 6 10-12 20.2 SP 3.0 DNJ-14-05 Spoon 4 6-8 23.4 SP 2.2 DNJ-14-08 Spoon 1A 0-2 5.2 SP 0.0 DNJ-14-08 Spoon 4 6-8 15.4 SP 2.9
Note: (1) USCS symbol based on visual observation and Sieve and Atterberg limits reported.
Prepared by: JR Reviewed by: CMJ Date: 5/20/2014
TerraSense, LLC 45H Commerce Way Totowa, NJ 07512
Project No.: 7803-14001 File: Indx2.xls
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-04 DNJ-14-04 DNJ-14-05
U.S. Standard Sieve Size Sample Spoon 4 Spoon 6 Spoon 4 Depth 6-8 10-12 6-8 % +3" 0.0 0.0 0.0
% Gravel 30.3 8.1 0.0
% SAND 65.9 88.9 97.8
%C SAND 20.8 2.6 0.1
%M SAND 34.3 15.4 32.4
%F SAND 10.9 70.9 65.2
% FINES 3.8 3.0 2.2
% -2 D100 (mm) 37.50 37.50 4.75 D60 (mm) 3.47 0.34 0.40 D30 (mm) 1.04 0.21 0.31 D10 (mm) 0.28 0.16 0.24
Cc 1.1 0.8 1.0 Cu 12.3 2.2 1.7
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 100.0 100.0 3/4" 94.0 94.4 3/8" 82.9 93.6
4 69.7 91.9 100.0 10 48.9 89.2 99.9 20 26.2 81.9 97.5 40 14.6 73.8 67.4 60 9.0 45.5 11.0
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 5.9 8.1 3.9
10.3 SW 5/14/2014 200 3.8 3.0 2.2
20.2 SP 5/14/2014
7803-14001
23.4 SP 5/14/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Brown, Well-graded sand with gravel
Brown, Poorly graded sand
Gray, Poorly graded sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev2a.xls 5/20/2014
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-08 DNJ-14-08
U.S. Standard Sieve Size Sample Spoon 1A Spoon 4 Depth 0-2 6-8 % +3" 0.0 0.0
% Gravel 0.0 9.4
% SAND 100.0 87.7
%C SAND 0.0 5.6
%M SAND 80.1 57.4
%F SAND 19.9 24.6
% FINES 0.0 2.9
% -2 D100 (mm) 2.00 19.00 D60 (mm) 0.65 0.74 D30 (mm) 0.48 0.45 D10 (mm) 0.33 0.25
Cc 1.1 1.1 Cu 2.0 3.0
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 100.0 3/8" 96.2
4 90.6 10 100.0 85.0 20 94.6 70.9 40 19.9 27.5 60 0.9 9.9
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 0.0 5.0
5.2 SP 5/14/2014 200 0.0 2.9
15.4 SP 5/14/2014
7803-14001
PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Gray, Poorly graded sand
Gray, Poorly graded sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev2b.xls 5/20/2014
LABORATORY TESTING DATA SUMMARY
BORING SAMPLE DEPTH IDENTIFICATION TESTS REMARKS
WATER LIQUID PLASTIC PLAS. USCS SIEVE HYDRO.
NO. NO. CONTENT LIMIT LIMIT INDEX SYMB. MINUS % MINUS
(1) NO. 200 2 m
(ft) (%) (-) (-) (-) (%) (%) DNJ-14-01 Spoon 11C 35.6 70 19 51 CH DNJ-14-02 Spoon 8 25-27 45.4 107 26 81 CH DNJ-14-03 Spoon 7B 20-22 48.9 106 30 76 CH DNJ-14-03 Spoon 11B 40-42 31.2 50 30 20 MH DNJ-14-04 Spoon 12 40-42 41.8 CL 60.2 22 DNJ-14-05 Spoon 12B missing DNJ-14-06 Spoon 7B 32.1 60 18 42 CH DNJ-14-07 Spoon 2A missing DNJ-14-07 Spoon 4A 44.3 86 19 67 CH DNJ-14-07 Spoon 7C 20-22 22.3 49 17 32 SC DNJ-14-08 Spoon 12B 40-42 35.6 SC 34.9 14 DNJ-14-08 Spoon 13B 45-47 28.6 SC 42.5 10 DNJ-14-09 Spoon 4B 23.3 26 18 8 CL DNJ-14-09 Spoon 8A 25-27 27.5 47 19 28 CL DNJ-14-10 Spoon 7A 15-17 40.6 92 19 73 CH DNJ-14-10 Spoon 10 30-32 32.5 43 21 22 CL DNJ-14-11 Spoon 7 12-14 30.1 57 21 36 CH DNJ-14-12 Spoon 8B 27.3 44 20 24 CL DNJ-14-13 Spoon 8 20-22 28.8 51 18 33 SC DNJ-14-13 Spoon 11B 35-37 19.2 np np np SM DNJ-14-14 Spoon 9A 25.5-27.5 23.2 29 22 7 SC-SM DNJ-14-15 Spoon 8 25-27 28.8 np np np SM DNJ-14-15 Spoon 10C 20 17 3 SM
Note: (1) USCS symbol based on visual observation and Sieve and Atterberg limits reported.
Prepared by: JR Reviewed by: CMJ Date: 5/29/2014
TerraSense, LLC 45H Commerce Way Totowa, NJ 07512
Project No.: 7803-14001 File: Indx3.xls
COARSE FINE COARSE MEDIUM FINE Boring DNJ-14-04 DNJ-14-08 DNJ-14-08
U.S. Standard Sieve Size Sample Spoon 12 Spoon 12B Spoon 13B Depth 40-42 40-42 45-47 % +3" 0.0 0.0 0.0
% Gravel 0.0 0.0 0.9
% SAND 39.8 65.1 56.6
%C SAND 0.6 0.0 0.3
%M SAND 3.0 0.6 1.9
%F SAND 36.1 64.5 54.5
% FINES 60.2 34.9 42.5
% -2 22 14 10 D100 (mm) 4.75 2.00 9.50 D60 (mm) 0.07 0.12 0.13 D30 (mm) 0.01 0.06 0.06 D10 (mm)
Cc Cu
Particle Size PERCENT FINER
(Sieve #) 4" 3"
1 1/2" 3/4" 3/8" 100.0
4 100.0 99.1 10 99.4 100.0 98.8 20 99.2 99.9 98.5 40 96.4 99.4 97.0 60 91.1 93.1 85.3
SYMBOL w (%) LL PL PI USCS DESCRIPTION AND REMARKS Date Tested 100 84.8 76.3 67.9
41.8 CL 5/16/2014 200 60.2 34.9 42.5
35.6 SC 5/16/2014
7803-14001
28.6 SC 5/16/2014 PARTICLE SIZE DISTRIBUTION
TerraSense, LLC e4sciences / Earthworks LLC
Deal, NJ
Green-gray, Sandy lean clay
Gray, Clayey sand
Dark gray/black, Clayey sand
0.0010.010.1110100
PE
R
C
EN
T
PA
SS
IN
G B
Y W
EI
G
H T
PARTICLE SIZE -mm
#4 #6
#4
#2
#1
3/ 8"
3/ 4"3" 1 1/
2"
4"
#1
#2
Analysis File: 3SV-MasterRev3 siev3a.xls 5/29/2014
Appendix III:
Electronic delivery of survey points
The survey points are available as an electronic appendix on the digital version of this report.
To access the survey points with the digital version, please click here.
Appendix IV:
11”x17” version of the plates
E
N 516000
E
E
E
E
E
E
E
E
N 508000 N 508000 E
E
E
E
E
E
E
N 510000 N 510000
N 512000 N 512000
N 514000 N 514000
N 516000
N 518000 N 518000
N 520000 N 520000
N 522000 N 522000
N 524000 N 524000
N 526000 N 526000
N 528000
OUTFALL #44
OUTFALL #45
OUTFALL #41
OUTFALL #42A
OUTFALL #36
OUTFALL #A1/36B
OUTFALL #32
OUTFALL #36A
OUTFALL #33
OUTFALL #34
OUTFALL #29
OUTFALL #28
OUTFALL #19
OUTFALL #3
OUTFALL #4
OUTFALL #40
NEW OUTFALL #1
NEW OUTFALL #2
DNJ-14-16
DNJ-14-11
DNJ-14-10
DNJ-14-09
DNJ-14-07
DNJ-14-08
DNJ-14-06DNJ-14-05
DNJ-14-04
DNJ-14-03
DNJ-14-02
DNJ-14-15
DNJ-14-12
DNJ-14-01
New Jersey
Elberon
Oakhurst
Deal
Allenhurst
Loch Arbour
Atlantic Ocean
Scour
Scour
DNJ-14-14
DNJ-14-13
Plate 1: Location map
Area of investigation
SCALE
0' 1000'
Contract Number: W912DS-12-D-0002, Task Order #0015, for final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Drawn by:
Approved by:
Date: July 27, 2014
Shipwreck
New Jersey State Plane Feet Coordinate System North American Datum of 1983 Orthophotoquad (NJDEP-GIS, 2012)
As drilled 40ft land boring
As drilled 40ft water boring
As drilled 25ft land boring
Outfall location
Proposed Outfall extension Pre-formed scour hole
Retention system
Manhole Well points
Distance along the line (feet) 15000 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 21002000 2200 2300 2400 2500 26001600 1700 1800 1900 32003100 3300 3400 3500 36002700 2800 2900 3000 51003700 3800 3900 4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 57005600 5800 5900 6000 6100 62005200 5300 5400 5500 68006700 6900 7000 7100 72006300 6400 6500 6600
Distance along the line (feet) 87007300 7400 7500 7600 7700 7800 7900 8000 8100 8200 8300 8400 8500 8600 93009200 9400 9500 9600 9700 98008800 8900 9000 9100 1040010300 10500 10600 10700 108009900 10000 10100 10200 1230010900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 12100 12200 12400 a Distance along the line (feet) 1550014600 14700 14800 14900 15000 15100 15200 15300 15400 156001390012500 12600 12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 1450014400 14600 14700 14800 14900 1450014000 14100 14200 14300 1610015700 15800 15900 16000 16200
South South
Elevation* (feet)
*Note:
Elevation below mudline is approximate. No sediments were sampled. Elevations are from modeled seismic velocities for suspected sediments in the area.
20x vertical exaggeration
NAVD88
-10
-20
-30
-40
Profile 079_20140407_079000
-50
-60
-70
DNJ-14-07
Drawn By:
Approved By:
Date: April 04, 2014
Contract number: W912DS-12-D-0002, Task Order #0015, for final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Plate 2: Seismic cross sections
DNJ-14-08DNJ-14-05DNJ-14-04DNJ-14-01 DNJ-14-02 DNJ-14-03 DNJ-14-06
SM
SP
Distance along the line (feet)
15000 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 21002000 2200 2300 2400 2500 26001600 1700 1800 1900 32003100 3300 3400 3500 36002700 2800 2900 3000 51003700 3800 3900 4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 57005600 58005200 5300 5500
South
Elevation* (feet)
*Note:
Elevation below mudline is approximate. No sediments were sampled. Elevations are from modeled seismic velocities for suspected sediments in the area.
20x vertical exaggeration
USACE MLW
-10
-20
-30
-40
Profile 002_20140406_048000
Drawn By:
Approved By:
Date: April 04, 2014
Contract number: W912DS-12-D-0002, Task Order #0015, for final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Plate 3: Seismic cross section with borings
-50
-60
-70
NorthDNJ-14-02
DNJ-14-03 DNJ-14-04 DNJ-14-05 DNJ-14-06
Plate 4: Interpreted geological cross sections
Area of investigation
Contract Number: W912DS-12-D-0002, Task Order #0015, for final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Drawn by:
Approved by:
Date: July 27, 2014
E
N 516000
E
E
E
E
E
E
E
E
N 508000 N 508000
E
E
E
E
E
E
E
N 510000 N 510000
N 512000 N 512000
N 514000 N 514000
N 516000
N 518000 N 518000
N 520000 N 520000
N 522000 N 522000
N 524000 N 524000
N 526000 N 526000
N 528000
M
LW
M
LW
M
LW
M H
W
M H
W
Atlantic Ocean
TAKANASSEE LAKE
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #36A Ex Elev. -1.14
Outfall #42A Ex. Elev. 9.70
New Outfall #3 Ex. Elev. 9.47
Outfall #32 Ex. Elev. -1.05
Outfall #33 Ex. Elev.-1.07
Outfall #34 Ex. Elev. 3.01
Outfall #29 Ex. Elev. 9. 85
Outfall #36 Ex. Elev. -0.19
Outfall #40 Ex. Elev. 4.20
Outfall #28 Ex Elev. 7.14
Outfall #19 Ex. Elev. -2.79
New Outfall #4 Ex. Elev. 9.46
Elberon
Oakhurst
Allenhurst
Deal
Loch Arbour
Outfall #41 Ex. Elev. 11.31
New Jersey
DNJ-14-16
DNJ-14-11
DNJ-14-10
DNJ-14-09
DNJ-14-07
DNJ-14-08
DNJ-14-06DNJ-14-05
DNJ-14-04
DNJ-14-03
DNJ-14-02
DNJ-14-15
DNJ-14-12
DNJ-14-01
Deal Lake
Scour
Scour
New Outfall #2 Ex. Elev. 10.40
New Outfall #1 Ex. Elev. 9.12
DNJ-14-14
DNJ-14-13
Outfall #A1/36B Ex. Elev. 3.00 (Assumed)
E
N 516000
E
E
E
E
E
E
E
E
N 508000 N 508000
E
E
E
E
E
E
E
N 510000 N 510000
N 512000 N 512000
N 514000 N 514000
N 516000
N 518000 N 518000
N 520000 N 520000
N 522000 N 522000
N 524000 N 524000
N 526000 N 526000
N 528000
M
LW
M
LW
M
LW
M H
W
M H
W
Atlantic Ocean
TAKANASSEE LAKE
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #36A Ex Elev. -1.14
Outfall #42A Ex. Elev. 9.70
New Outfall #3 Ex. Elev. 9.47
Outfall #32 Ex. Elev. -1.05
Outfall #33 Ex. Elev.-1.07
Outfall #34 Ex. Elev. 3.01
Outfall #29 Ex. Elev. 9. 85
Outfall #36 Ex. Elev. -0.19
Outfall #40 Ex. Elev. 4.20
Outfall #28 Ex Elev. 7.14
Outfall #19 Ex. Elev. -2.79
New Outfall #4 Ex. Elev. 9.46
Elberon
Oakhurst
Allenhurst
Deal
Loch Arbour
Outfall #41 Ex. Elev. 11.31
New Jersey
DNJ-14-16
DNJ-14-11
DNJ-14-10
DNJ-14-09
DNJ-14-07
DNJ-14-08
DNJ-14-06DNJ-14-05
DNJ-14-04
DNJ-14-03
DNJ-14-02
DNJ-14-15
DNJ-14-12
DNJ-14-01
Deal Lake
Scour
Scour
New Outfall #2 Ex. Elev. 10.40
New Outfall #1 Ex. Elev. 9.12
DNJ-14-14
DNJ-14-13
Outfall #A1/36B Ex. Elev. 3.00 (Assumed)
E
N 516000
E
E
E
E
E
E
E
E
N 508000 N 508000
E
E
E
E
E
E
E
N 510000 N 510000
N 512000 N 512000
N 514000 N 514000
N 516000
N 518000 N 518000
N 520000 N 520000
N 522000 N 522000
N 524000 N 524000
N 526000 N 526000
N 528000
M
LW
M
LW
M
LW
M H
W
M H
W
Atlantic Ocean
TAKANASSEE LAKE
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #36A Ex Elev. -1.14
Outfall #42A Ex. Elev. 9.70
New Outfall #3 Ex. Elev. 9.47
Outfall #32 Ex. Elev. -1.05
Outfall #33 Ex. Elev.-1.07
Outfall #34 Ex. Elev. 3.01
Outfall #29 Ex. Elev. 9. 85
Outfall #36 Ex. Elev. -0.19
Outfall #40 Ex. Elev. 4.20
Outfall #28 Ex Elev. 7.14
Outfall #19 Ex. Elev. -2.79
New Outfall #4 Ex. Elev. 9.46
Elberon
Oakhurst
Allenhurst
Deal
Loch Arbour
Outfall #41 Ex. Elev. 11.31
New Jersey
DNJ-14-16
DNJ-14-11
DNJ-14-10
DNJ-14-09
DNJ-14-07
DNJ-14-08
DNJ-14-06DNJ-14-05
DNJ-14-04
DNJ-14-03
DNJ-14-02
DNJ-14-15
DNJ-14-12
DNJ-14-01
Deal Lake
Scour
Scour
New Outfall #2 Ex. Elev. 10.40
New Outfall #1 Ex. Elev. 9.12
DNJ-14-14
DNJ-14-13
Outfall #A1/36B Ex. Elev. 3.00 (Assumed)
E
N 516000
E
E
E
E
E
E
E
E
N 508000 N 508000
E
E
E
E
E
E
E
N 510000 N 510000
N 512000 N 512000
N 514000 N 514000
N 516000
N 518000 N 518000
N 520000 N 520000
N 522000 N 522000
N 524000 N 524000
N 526000 N 526000
N 528000
M
LW
M
LW
M
LW
M H
W
M H
W
Atlantic Ocean
TAKANASSEE LAKE
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #36A Ex Elev. -1.14
Outfall #42A Ex. Elev. 9.70
New Outfall #3 Ex. Elev. 9.47
Outfall #32 Ex. Elev. -1.05
Outfall #33 Ex. Elev.-1.07
Outfall #34 Ex. Elev. 3.01
Outfall #29 Ex. Elev. 9. 85
Outfall #36 Ex. Elev. -0.19
Outfall #40 Ex. Elev. 4.20
Outfall #28 Ex Elev. 7.14
Outfall #19 Ex. Elev. -2.79
New Outfall #4 Ex. Elev. 9.46
Elberon
Oakhurst
Allenhurst
Deal
Loch Arbour
Outfall #41 Ex. Elev. 11.31
New Jersey
DNJ-14-16
DNJ-14-11
DNJ-14-10
DNJ-14-09
DNJ-14-07
DNJ-14-08
DNJ-14-06DNJ-14-05
DNJ-14-04
DNJ-14-03
DNJ-14-02
DNJ-14-15
DNJ-14-12
DNJ-14-01
Deal Lake
Scour
Scour
New Outfall #2 Ex. Elev. 10.40
New Outfall #1 Ex. Elev. 9.12
DNJ-14-14
DNJ-14-13
Outfall #A1/36B Ex. Elev. 3.00 (Assumed)
E
N 516000
E
E
E
E
E
E
E
E
N 508000 N 508000
E
E
E
E
E
E
E
N 510000 N 510000
N 512000 N 512000
N 514000 N 514000
N 516000
N 518000 N 518000
N 520000 N 520000
N 522000 N 522000
N 524000 N 524000
N 526000 N 526000
N 528000
M
LW
M
LW
M
LW
M H
W
M H
W
Atlantic Ocean
TAKANASSEE LAKE
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #36A Ex Elev. -1.14
Outfall #42A Ex. Elev. 9.70
New Outfall #3 Ex. Elev. 9.47
Outfall #32 Ex. Elev. -1.05
Outfall #33 Ex. Elev.-1.07
Outfall #34 Ex. Elev. 3.01
Outfall #29 Ex. Elev. 9. 85
Outfall #36 Ex. Elev. -0.19
Outfall #40 Ex. Elev. 4.20
Outfall #28 Ex Elev. 7.14
Outfall #19 Ex. Elev. -2.79
New Outfall #4 Ex. Elev. 9.46
Elberon
Oakhurst
Allenhurst
Deal
Loch Arbour
Outfall #41 Ex. Elev. 11.31
New Jersey
DNJ-14-16
DNJ-14-11
DNJ-14-10
DNJ-14-09
DNJ-14-07
DNJ-14-08
DNJ-14-06DNJ-14-05
DNJ-14-04
DNJ-14-03
DNJ-14-02
DNJ-14-15
DNJ-14-12
DNJ-14-01
Deal Lake
Scour
Scour
New Outfall #2 Ex. Elev. 10.40
New Outfall #1 Ex. Elev. 9.12
DNJ-14-14
DNJ-14-13
Outfall #A1/36B Ex. Elev. 3.00 (Assumed)
Area of investigation
SCALE
0' 1000'
Contract Number: W912DS-12-D-0002, Task Order #0015, for final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Drawn by:
Approved by:
Date: July 27, 2014
Plate 5: Orthosonographs, elevation map of bathymetry and topography with 5ft contours, elevation map of the Top of Tertiary surface in the near shore and thickness map of Quaternary surface
Thickness (ft)
Bathymetry data acquired by USACE February 20, 2014 and e4sciences June 16-17, 2014
Tertiary elevation map interpreted from seismic, geological and core data acquired by e4sciences
Topographic data is from 2012 USACE Post Sandy Lidar
New Jersey State Plane Feet Coordinate System North American Datum of 1983 Orthophotoquad (NJDEP-GIS, 2012)
Preliminary construction berm landward and seaward
Mean High Water
Mean Low Water
USACE baseline
As drilled 40ft land boring
As drilled 40ft water boring
As drilled 25ft land boring
Outfall location
Proposed Outfall extension Pre-formed scour hole
Retention system
Manhole Well points
Elevation contours
USACE reference line
USACE preliminary construction offshore/onshore slope
USACE groin survey data
Ship wreck
SCALE
0' 1000'
SCALE
0' 1000'
Elevation (ft) Elevation (ft)
Elevation map of the bathymetry and topography with 5ft. contours Elevation map of the Top of Tertiary with 5ft. contours in the near shore Quaternary thickness mapOrthosonograph insonified from the east Orthosonograph insonified from the west
SCALE
0' 1000'
SCALE
0' 1000'
GPS points, May 19- June 28, 2014
639+00
638+00
637+00
636+00
635+00
634+00
633+00
632+00
631+00
630+00
629+00
628+00
627+00
626+00
625+00
624+00
623+00
622+00
621+00
620+00
619+00
618+00
617+00
616+00
615+00
614+00
613+00
612+00
602+00
601+00
600+00
599+00
598+00
597+00
596+00
595+00
594+00
604+00
603+00
611+00
610+00
609+00
608+00
607+00
606+00
605+00
DNJ-14-02
Allenhurst, New Jersey
Deal, New Jersey
Allenhurst Beach Club
Loch Arbour, New Jersey
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #42A Ex. Elev. 9.70
Deal Lake
E
E
E
E
E
E
E
E
E
E
E
E
E
E
N 509200 N 509200
N 509600 N 509600
N 510000 N 510000
N 510400 N 510400
N 510800 N 510800
N 511200 N 511200
N 511600 N 511600
N 512000 N 512000
N 512400 N 512400
N 512800 N 512800
N 513200 N 513200
DNJ-14-01
Scour
639+00
638+00
637+00
636+00
635+00
634+00
633+00
632+00
631+00
630+00
629+00
628+00
627+00
626+00
625+00
624+00
623+00
622+00
621+00
620+00
619+00
618+00
617+00
616+00
615+00
614+00
613+00
612+00
602+00
601+00
600+00
599+00
598+00
597+00
596+00
595+00
594+00
604+00
603+00
611+00
610+00
609+00
608+00
607+00
606+00
605+00
DNJ-14-02
Allenhurst, New Jersey
Deal, New Jersey
Allenhurst Beach Club
Loch Arbour, New Jersey
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #42A Ex. Elev. 9.70
Deal Lake
E
E
E
E
E
E
E
E
E
E
E
E
E
E
N 509200 N 509200
N 509600 N 509600
N 510000 N 510000
N 510400 N 510400
N 510800 N 510800
N 511200 N 511200
N 511600 N 511600
N 512000 N 512000
N 512400 N 512400
N 512800 N 512800
N 513200 N 513200
DNJ-14-01
Scour
639+00
638+00
637+00
636+00
635+00
634+00
633+00
632+00
631+00
630+00
629+00
628+00
627+00
626+00
625+00
624+00
623+00
622+00
621+00
620+00
619+00
618+00
617+00
616+00
615+00
614+00
613+00
612+00
602+00
601+00
600+00
599+00
598+00
597+00
596+00
595+00
594+00
604+00
603+00
611+00
610+00
609+00
608+00
607+00
606+00
605+00
DNJ-14-02
Allenhurst, New Jersey
Deal, New Jersey
Allenhurst Beach Club
Loch Arbour, New Jersey
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #42A Ex. Elev. 9.70
Deal Lake
E
E
E
E
E
E
E
E
E
E
E
E
E
E
N 509200 N 509200
N 509600 N 509600
N 510000 N 510000
N 510400 N 510400
N 510800 N 510800
N 511200 N 511200
N 511600 N 511600
N 512000 N 512000
N 512400 N 512400
N 512800 N 512800
N 513200 N 513200
DNJ-14-01
Scour
639+00
638+00
637+00
636+00
635+00
634+00
633+00
632+00
631+00
630+00
629+00
628+00
627+00
626+00
625+00
624+00
623+00
622+00
621+00
620+00
619+00
618+00
617+00
616+00
615+00
614+00
613+00
612+00
602+00
601+00
600+00
599+00
598+00
597+00
596+00
595+00
594+00
604+00
603+00
611+00
610+00
609+00
608+00
607+00
606+00
605+00
DNJ-14-02
Allenhurst, New Jersey
Deal, New Jersey
Allenhurst Beach Club
Loch Arbour, New Jersey
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #42A Ex. Elev. 9.70
Deal Lake
E
E
E
E
E
E
E
E
E
E
E
E
E
E
N 509200 N 509200
N 509600 N 509600
N 510000 N 510000
N 510400 N 510400
N 510800 N 510800
N 511200 N 511200
N 511600 N 511600
N 512000 N 512000
N 512400 N 512400
N 512800 N 512800
N 513200 N 513200
DNJ-14-01
Scour
639+00
638+00
637+00
636+00
635+00
634+00
633+00
632+00
631+00
630+00
629+00
628+00
627+00
626+00
625+00
624+00
623+00
622+00
621+00
620+00
619+00
618+00
617+00
616+00
615+00
614+00
613+00
612+00
602+00
601+00
600+00
599+00
598+00
597+00
596+00
595+00
594+00
604+00
603+00
611+00
610+00
609+00
608+00
607+00
606+00
605+00
DNJ-14-02
Allenhurst, New Jersey
Deal, New Jersey
Allenhurst Beach Club
Loch Arbour, New Jersey
Outfall #45 Ex. Elev. -4.2
Outfall #44 Ex. elev. 0.55
Outfall #42A Ex. Elev. 9.70
Deal Lake
E
E
E
E
E
E
E
E
E
E
E
E
E
E
N 509200 N 509200
N 509600 N 509600
N 510000 N 510000
N 510400 N 510400
N 510800 N 510800
N 511200 N 511200
N 511600 N 511600
N 512000 N 512000
N 512400 N 512400
N 512800 N 512800
N 513200 N 513200
DNJ-14-01
Scour
Area of investigation
Contract Number: W912DS-12-D-0002, Task Order #0015, for final Outfall Design at Loch Arbour to Elberon, NJ under the Sandy Hook to Barnegat Beach Erosion Control Project
Drawn by:
Approved by:
Date: July 27, 2014
Plate 6: Orthosonographs, elevation map of bathymetry and topography with 5ft contours, elevation map of the Top of Tertiary surface in the near shore with 5ft contours and thickness map of Quaternary surface for Outfalls 42A to 45
Thickness (ft)
Bathymetry data acquired by USACE February 20, 2014 and e4sciences June 16-17, 2014
Tertiary elevation map interpreted from seismic, geological and core data acquired by e4sciences
Topographic data is from 2012 USACE Post Sandy Lidar
New Jersey State Plane Feet Coordinate System North American Datum of 1983 Orthophotoquad (NJDEP-GIS, 2012)
Preliminary construction berm landward and seaward
Mean High Water
Me…
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