W912BU-15-B-0005-SPECS-AM1.PDF
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- Solicitation number
- W912BU-15-B-0005
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Amendment No. 0001 with RFI comments
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US ARMY ENGINEER DISTRICT, PHILADELPHIA
POC:MICHELLE L. JOHNSON
WANAMAKER BLDG
100 PENN SQUARE EAST
PHILADELPHIA PA 19107-3390
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04 EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
THIS AMENDMENT EXTENDS THE BID OPENING DATE TO JULY 09, 2015 AT 11:00 A.M. EST.
QUESTIONS RECEIVED AFTER THE EFFECTIVE DATE OF THIS AMENDMENT MAY NOT BE ANSWERED.
1. CONTRACT ID CODE PAGE OF PAGES
J 1
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer) (Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BU-15-B-0005
X 9B. DATED (SEE ITEM 11)
05-Jun-2015
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, x is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 0 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
PRIME HOOK BEACH RESTORATION, PRIME HOOK, DELAWARE
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
29-Jun-2015
CODE
CONTR DIV-CONTRACTS BR
USAED, PHILA DISTRICT
WANAMAKER BUILDING
100 PENN SQUARE EAST
PHILADELPHIA PA 19107-3390
W912BU 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE W912BU
FACILITY CODE CODE
EMAIL: TEL:
This page was intentionally left blank for duplex printing.
Amendment No. 0001
IFB W912BU-15-B-0005
14. DESCRIPTION OF AMENDMENT (continued)
a. REQUESTS FOR INFORMATION (RFI) AND CLARIFICATION WITH RESPONSES: RFI’s and Clarifications with responses, annotated Amendment No. 0001, are attached to this amendment.
b. BIDDING SCHEDULE: Please delete the Bidding Schedule in its entirety, and substitute the revised Bidding Schedule, annotated Amendment No.
0001, attached hereto.
c. SECTION 00 73 41 – BORING LOGS: Please delete the section in its entirety, and substitute the revised SECTION 00 73 41, annotated Amendment No. 0001, attached hereto.
d. SECTION 01 11 00 – SUMMARY OF WORK: Please delete the section in its entirety, and substitute the revised SECTION 01 11 00, annotated Amendment No. 0001, attached hereto.
e. SECTION 32 92 00 – SAND FENCE AND DUNE GRASS: Please delete pages 3 and 4 of this section and substitute revised pages 3 and 4, annotated Amendment No. 0001, attached hereto.
f. A zip file with the XYZ data of the borrow area is available at https://www.fbo.gov
g. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0001. Failure to acknowledge all amendments may be cause for rejection of the bid.
https://www.fbo.gov/
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A m e n d m e n t
N O h e d u e
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S c h e d u l e l i n e s t a t e s
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E a c h d a s s p e c i f i e d i n
S p e c i f i c a t i o n
S e c t i o n
S A N D
F E N C E
A N D
D U N E
G R A S
Amendment 0001
BIDDING SCHEDULE
(To be attached to SF 1442)
Item Estimated Unit Estimated No. Description Quantity Unit Price Amount
1. Mobilization & Demobilization 1 JOB L.S. $________
2. Beachfill 1,100,000 C.Y. $________ $________
3. Sand Fence 17,828 L.F. $________ $________
4. Dune Grass 36,300 S.Y. $________ $________
TOTAL ESTIMATED BID AMOUNT $_________________
NOTE: Bidders must bid on all items.
00 10 00-3
SECTION 00 73 41
BORING LOGS
Section 00 73 41 Page 1
-14.6 3.0
All sand washed out on deck during recovery.
Observed to be light brown very fine sand. No samples collected.
REMARKS
(Drilling time, water loss, depth weathering, etc., if significant)
BOX OR
SAMPLE
NO.
LEGEND
% CORE
RECOV-
ERY
CLASSIFICATION OF MATERIALS
(Description)
ELEVATION DEPTH
a fc eb gd
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
DISTURBED
10. SIZE AND TYPE OF BIT
14. TOTAL NUMBER CORE BOXES
16. DATE HOLE
DIVISION
17. ELEVATION TOP OF HOLE
4/18/2012 4/18/2012
18. TOTAL CORE RECOVERY FOR BORING
-11.6 0.0
12. MANUFACTURER'S DESIGNATION OF DRILL
OF
SB-12 R1
19. GEOLOGIST
Slaughter Beach N 322,204.8 E 711,159.0
2. LOCATION (Coordinates or Station)
S. Miller
VERTICAL
SHEETS
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number)
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
3 in
N/A
INSTALLATION SHEET
3.0 0.0 0.0
N/A
7. Penetration, ft
8. Recovery, ft
9. Total Recovery, %
INCLINED
-11.6
Vibracore Sampling
DRILLING LOG
15. WATER DEPTH
STARTED
Mini-Vibracore
1. PROJECT
-11.6
NAVD-88
Alpine Ocean Seismic
C. Dill
UNDISTURBED
COMPLETED
Hole No. SB-12 R1
Delaware Bay cores 1
3. DRILLING AGENCY
5. NAME OF DRILLER
6. DIRECTION OF HOLE
%0
Hole No. SB-12 R1
PROJECT HOLE NO.
Vibracore Sampling SB-12 R1PREVIOUS EDITIONS ARE OBSOLETE.1836MAR 71
ENG FORM
Amendment No. 0001
Section 00 73 41 Page 2
-14.3 3.0
Observed to be light brown very fine sand. No samples collected.
REMARKS
(Drilling time, water loss, depth weathering, etc., if significant)
BOX OR
SAMPLE
NO.
LEGEND
% CORE
RECOV-
ERY
CLASSIFICATION OF MATERIALS
(Description)
ELEVATION DEPTH
a fc eb gd
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
DISTURBED
10. SIZE AND TYPE OF BIT
14. TOTAL NUMBER CORE BOXES
16. DATE HOLE
DIVISION
17. ELEVATION TOP OF HOLE
4/18/2012 4/18/2012
18. TOTAL CORE RECOVERY FOR BORING
-11.3 0.0
12. MANUFACTURER'S DESIGNATION OF DRILL
OF
SB-12 R2
19. GEOLOGIST
Slaughter Beach N 322,183.8 E 711,380.0
2. LOCATION (Coordinates or Station)
S. Miller
VERTICAL
SHEETS
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number)
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
3 in
N/A
INSTALLATION SHEET
3.0 0.0 0.0
N/A
7. Penetration, ft
8. Recovery, ft
9. Total Recovery, %
INCLINED
-11.3
Vibracore Sampling
DRILLING LOG
15. WATER DEPTH
STARTED
Mini-Vibracore
1. PROJECT
-11.3
NAVD-88
Alpine Ocean Seismic
C. Dill
UNDISTURBED
COMPLETED
Hole No. SB-12 R2
Delaware Bay cores 1
3. DRILLING AGENCY
5. NAME OF DRILLER
6. DIRECTION OF HOLE
%0
Hole No. SB-12 R2
PROJECT HOLE NO.
Vibracore Sampling SB-12 R2PREVIOUS EDITIONS ARE OBSOLETE.1836MAR 71
ENG FORM
Amendment No. 0001
Section 00 73 41 Page 3
-13.2 2.3
Observed to be light brown very fine sand. No samples collected.
REMARKS
(Drilling time, water loss, depth weathering, etc., if significant)
BOX OR
SAMPLE
NO.
LEGEND
% CORE
RECOV-
ERY
CLASSIFICATION OF MATERIALS
(Description)
ELEVATION DEPTH
a fc eb gd
11. DATUM FOR ELEVATION SHOWN (TBM or MSL)
DISTURBED
10. SIZE AND TYPE OF BIT
14. TOTAL NUMBER CORE BOXES
16. DATE HOLE
DIVISION
17. ELEVATION TOP OF HOLE
4/18/2012 4/18/2012
18. TOTAL CORE RECOVERY FOR BORING
-10.9 0.0
12. MANUFACTURER'S DESIGNATION OF DRILL
OF
SB-12 R3
19. GEOLOGIST
Slaughter Beach N 322,207.8 E 711,352.4
2. LOCATION (Coordinates or Station)
S. Miller
VERTICAL
SHEETS
DEG. FROM VERT.
4. HOLE NO. (As shown on drawing title and file number)
13. TOTAL NO. OF OVERBURDEN
SAMPLES TAKEN
3 in
N/A
INSTALLATION SHEET
2.3 0.0 0.0
N/A
7. Penetration, ft
8. Recovery, ft
9. Total Recovery, %
INCLINED
-10.9
Vibracore Sampling
DRILLING LOG
15. WATER DEPTH
STARTED
Mini-Vibracore
1. PROJECT
-10.9
NAVD-88
Alpine Ocean Seismic
C. Dill
UNDISTURBED
COMPLETED
Hole No. SB-12 R3
Delaware Bay cores 1
3. DRILLING AGENCY
5. NAME OF DRILLER
6. DIRECTION OF HOLE
%0
Hole No. SB-12 R3
PROJECT HOLE NO.
Vibracore Sampling SB-12 R3PREVIOUS EDITIONS ARE OBSOLETE.1836MAR 71
ENG FORM
Amendment No. 0001
Section 00 73 41 Page 4
Sand, brownish yellow (10YR-6/6), (SP).
Sand, dark gray (2.5Y-4/1), (SP).
Silty sand, dark gray (2.5Y-4/1), (SM).
Silty clay, dark gray (2.5Y-4/1), (ML-CL).
Gravel, (GP).
Sand, light gray (2.5Y-7/1), (SW-SM).
End of Boring
-13.5
-18.0
-19.0
-24.4 -24.9
-29.3
4.0
8.5
9.5
14.9 15.4
19.8
Mean (mm): 0.41, Phi Sorting: 0.73 Fines (230): 1.57% (SP) Collection Depth=2 Ft.
Mean (mm): 0.31, Phi Sorting: 0.78 Fines (230): 2.75% (SP) Collection Depth=7 Ft.
Mean (mm): 0.49, Phi Sorting: 0.94 Fines (230): 9.17% (SW-SM) Collection Depth=16 Ft.
NAD 1983
-9.5
05-06-14
0.0
Delaware State Plane
19.8 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-06-14 14:08
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-9.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-01
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 21.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710566.79 Y = 323100.01
CONTRACTOR FILE NO.
PHB-B-14-01
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 5
Section 00 73 41 Page 6
Section 00 73 41 Page 7
Sand, brownish yellow, (10 YR-6/6), (SP).
Sand, trace gravel, dark gray (2.5Y-4/1), (SW-SM).
Sand, light gray, (2.5 Y-7/1), (SW-SM).
Clay. light gray, (2.5 Y-7/1), (CL).
Sand, light gray, with clay lenses, (2.5 Y-7/1), (SW-SM).
End of Boring
-12.5
-14.2
-21.2
-21.9
-27.2
5.3
7.0
14.0
14.7
20.0
Mean (mm): 0.36, Phi Sorting: 0.46 Fines (230): 2.47% (SP) Collection Depth=1 Ft.
Mean (mm): 0.72, Phi Sorting: 1.33 Fines (230): 5.20% (SW-SM) Collection Depth=5.5 Ft.
Mean (mm): 0.46, Phi Sorting: 0.95 Fines (230): 6.30% (SW-SM) Collection Depth=11 Ft.
Mean (mm): 0.30, Phi Sorting: 0.93 Fines (230): 4.05% (SW-SM) Collection Depth=15.5 Ft.
NAD 1983
-7.2
05-08-14
0.0
Delaware State Plane
20 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-08-14 15:47
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-7.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-02
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 21.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 709631.43 Y = 318106.5
CONTRACTOR FILE NO.
PHB-B-14-02
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 8
Section 00 73 41 Page 9
Section 00 73 41 Page 10
Sand, trace shells, brownish yellow (10YR-6/6), (SP).
Sand, trace gravel from 6.6'-7.5', dark gray
(2.5Y-4/1), (SP).
Sand, light gray (2.5Y-7/1), (SP).
Sand, yellow (10YR-8/6), (SP-SM).
End of Boring
-15.1
-17.1
-21.6
-29.8
5.5
7.5
12.0
20.2
Mean (mm): 0.32, Phi Sorting: 0.48 Fines (230): 1.62% (SP) Collection Depth=2.5 Ft.
Mean (mm): 0.32, Phi Sorting: 0.83 Fines (230): 2.05% (SP) Collection Depth=8 Ft.
Mean (mm): 0.28, Phi Sorting: 0.76 Fines (230): 2.88% (SP-SM) Collection Depth=13 Ft.
Mean (mm): 0.33, Phi Sorting: 0.74 Fines (230): 4.61% (SP-SM) Collection Depth=17 Ft.
NAD 1983
-9.6
05-08-14
0.0
Delaware State Plane
20.2 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-08-14 16:10
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-9.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-03
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 21.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 709311.1 Y = 319352.85
CONTRACTOR FILE NO.
PHB-B-14-03
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 11
Section 00 73 41 Page 12
Section 00 73 41 Page 13
Sand, clay lens at 8.2', light gray (2.5Y-7/1), (SW).
Sand, yellow (10YR-8/6), (SW-SM).
Sand, yellow (10YR-8/6), (SP-SM).
End of Boring
-17.2
-22.0
-28.7
-29.6
4.0
8.8
15.5
16.4
Mean (mm): 0.31, Phi Sorting: 0.57 Fines (230): 0.45% (SP) Collection Depth=1 Ft.
Mean (mm): 0.60, Phi Sorting: 0.98 Fines (230): 4.50% (SW) Collection Depth=5.5 Ft.
Mean (mm): 0.90, Phi Sorting: 0.86 Fines (230): 4.86% (SW-SM) Collection Depth=11 Ft.
Mean (mm): 0.53, Phi Sorting: 0.75 Fines (230): 5.26% (SP-SM) Collection Depth=15.5 Ft.
NAD 1983
-13.2
05-08-14
0.0
Delaware State Plane
16.4 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-08-14 16:31
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-13.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-04
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 708926.88 Y = 320700.31
CONTRACTOR FILE NO.
PHB-B-14-04
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 14
Section 00 73 41 Page 15
Section 00 73 41 Page 16
Silty sand, trace shells, dark gray (2.5Y-4/1), (SP-SM).
Clayey silt, dark gray (2.5Y-4/1), (ML).
Silty Clay, dark gray (2.5Y-4/1), (ML-CL).
Silty clay and gravel, (GM-GC).
Sand, light gray (2.5Y-7/1), (SP).
End of Boring
-15.2
-21.7
-24.2
-27.2
-28.5
-31.2
4.0
10.5
13.0
16.0
17.3
20.0
Mean (mm): 0.36, Phi Sorting: 0.48 Fines (230): 1.50% (SP) Collection Depth=1 Ft.
Mean (mm): 0.14, Phi Sorting: 0.68 Fines (230): 8.40% (SP-SM) Collection Depth=5 Ft.
Mean (mm): 0.43, Phi Sorting: 0.72 Fines (230): 2.09% (SP) Collection Depth=17.5 Ft.
NAD 1983
-11.2
05-06-14
0.0
Delaware State Plane
20 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-06-14 14:56
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-11.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-05
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 21.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 712422.61 Y = 322481.76
CONTRACTOR FILE NO.
PHB-B-14-05
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 17
Section 00 73 41 Page 18
Section 00 73 41 Page 19
Silty Sand, dark gray (2.5Y-4/1), (SM).
Silt, dark gray (2.5Y-4/1), (ML).
Clayey silt, dark gray (2.5Y-4/1), (ML).
Clay, trace organics from 17'-20.8', dark gray
(2.5Y-4/1), (CL).
End of Boring
-14.2
-19.2
-22.7
-27.4
-33.0
2.0
7.0
10.5
15.2
20.8
Mean (mm): 0.38, Phi Sorting: 0.70 Fines (230): 1.24% (SP) Collection Depth=1 Ft.
Mean (mm): 0.21, Phi Sorting: 0.80 Fines (230): 18.13% (SM) Collection Depth=5.5 Ft.
NAD 1983
-12.2
05-06-14
0.0
Delaware State Plane
20.8 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-06-14 16:03
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-12.2 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-07
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 21.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710645.54 Y = 323625.01
CONTRACTOR FILE NO.
PHB-B-14-07
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 20
Section 00 73 41 Page 21
Section 00 73 41 Page 22
Section 00 73 41 Page 23
Section 00 73 41 Page 24
Section 00 73 41 Page 25
Section 00 73 41 Page 26
Section 00 73 41 Page 27
Section 00 73 41 Page 28
Section 00 73 41 Page 29
Section 00 73 41 Page 30
Section 00 73 41 Page 31
Section 00 73 41 Page 32
Section 00 73 41 Page 33
Silty Sand, olive yellow (2.5Y-6/6), (SM).
Sandy clay and gravel, (GC).
Clay, light gray (2.5Y-7/1), (CL).
Sand, light gray (2.5Y-7/1), (SW).
Clay, light gray (2.5Y-7/1), (CL).
Sand, very pale brown (10YR-8/3), (SP).
Clay, light gray (2.5Y-7/1), (CL).
Sand, light gray (2.5Y-7/1), (SW).
Clay, light gray (2.5Y-7/1), (CL).
Sand, clay lenses from 11'-12', light gray
(2.5Y-7/1), (SP).
End of Boring
-16.4
-19.1
-20.4 -20.7 -21.2 -21.5
-22.8 -23.2
-23.9 -24.2
-31.4
3.0
5.7
7.0 7.3 7.8 8.1
9.4 9.8
10.5 10.8
18.0
Mean (mm): 0.35, Phi Sorting: 0.52 Fines (230): 2.90% (SP) Collection Depth=1 Ft.
Mean (mm): 0.35, Phi Sorting: 1.68 Fines (230): 24.53% (SM) Collection Depth=5.5 Ft.
Mean (mm): 0.31, Phi Sorting: 0.71 Fines (230): 2.97% (SP) Collection Depth=9.4 Ft.
Mean (mm): 0.35, Phi Sorting: 0.82 Fines (230): 2.52% (SP) Collection Depth=16 Ft.
NAD 1983
-13.4
05-06-14
0.0
Delaware State Plane
18 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-06-14 15:40
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-13.4 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-08
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 709699.3 Y = 322177.69
CONTRACTOR FILE NO.
PHB-B-14-08
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 34
Section 00 73 41 Page 35
Section 00 73 41 Page 36
Silty Sand, dark gray (2.5Y-4/1), (SM).
Clayey silt, shells at 14', dark gray (2.5Y-4/1), (ML).
End of Boring
-16.0
-18.5
-26.6
5.5
8.0
16.1
Mean (mm): 0.44, Phi Sorting: 0.66 Fines (230): 2.18% (SP) Collection Depth=1 Ft.
Mean (mm): 0.26, Phi Sorting: 1.07 Fines (230): 17.82% (SM) Collection Depth=7.5 Ft.
NAD 1983
-10.5
05-06-14
0.0
Delaware State Plane
16.1 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-06-14 14:33
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-10.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-09
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 711579.93 Y = 322988.17
CONTRACTOR FILE NO.
PHB-B-14-09
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 37
Section 00 73 41 Page 38
Section 00 73 41 Page 39
Section 00 73 41 Page 40
Section 00 73 41 Page 41
Section 00 73 41 Page 42
Section 00 73 41 Page 43
Sand, trace gravel from 7.5'-8', and 10'-10.2', light gray (2.5Y-7/1), (SW).
Sand, pale yellow (5Y-8/3), (SW-SM).
Sandy clay, light gray (5Y-7/1), (CL).
Sand, sandy clay lens from 16.3'-16.5', pale yellow (5Y-8/3), (SP-SM).
Clay, light gray (5Y-7/1), (CL).
Sand, light gray (5Y-7/1), (SW).
End of Boring
-12.6
-19.6
-20.6 -21.0
-23.8
-24.4
-26.9
6.0
13.0
14.0 14.4
17.2
17.8
20.3
Mean (mm): 0.35, Phi Sorting: 0.50 Fines (230): 1.70% (SP) Collection Depth=2.5 Ft.
Mean (mm): 0.72, Phi Sorting: 1.10 Fines (230): 1.29% (SW) Collection Depth=8 Ft.
Mean (mm): 0.56, Phi Sorting: 0.88 Fines (230): 5.92% (SW-SM) Collection Depth=13.5 Ft.
Mean (mm): 0.21, Phi Sorting: 0.70 Fines (230): 4.70% (SP-SM) Collection Depth=17 Ft.
NAD 1983
-6.6
05-08-14
0.0
Delaware State Plane
20.2 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-08-14 15:22
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-6.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-10
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 21.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710403.12 Y = 316326.16
CONTRACTOR FILE NO.
PHB-B-14-10
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 44
Section 00 73 41 Page 45
Section 00 73 41 Page 46
Sand, dark gray (2.5Y-4/1), (SP-SM).
Silty sand, dark gray (2.5Y-4/1), (SM).
Clayey silt, dark gray (2.5Y-4/1), (ML).
Clay, dark gray (2.5Y-4/1), (CL).
Peat, very dark brown (10YR-2/2), (PT).
Silty sand, dark gray (2.5Y-4/1), (SM).
Sand, light gray (2.5Y-7/1), (SW).
End of Boring
-16.3
-18.7
-19.6
-23.3
-23.8
-24.7
-27.3
-30.5
4.0
6.4
7.3
11.0
11.5
12.4
15.0
18.2
Mean (mm): 0.36, Phi Sorting: 0.61 Fines (230): 1.55% (SP) Collection Depth=1 Ft.
Mean (mm): 0.29, Phi Sorting: 0.85 Fines (230): 4.53% (SP-SM) Collection Depth=5.5 Ft.
Mean (mm): 0.34, Phi Sorting: 0.88 Fines (230): 18.38% (SM) Collection Depth=14 Ft.
Mean (mm): 0.49, Phi Sorting: 1.19 Fines (230): 1.16% (SW) Collection Depth=17 Ft.
NAD 1983
-12.3
05-06-14
0.0
Delaware State Plane
18.2 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-06-14 15:16
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-12.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-11
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 711652.61 Y = 321547.51
CONTRACTOR FILE NO.
PHB-B-14-11
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 47
Section 00 73 41 Page 48
Section 00 73 41 Page 49
Silty sand, dark gray (2.5Y-4/1), (SM).
Clay, dark gray (2.5Y-4/1), (CL).
Shell fragments.
Sand, gravel at 15.4', light gray (2.5Y-7/1), (SP).
Silty Sand, light gray (2.5Y-7/1), (SM).
Sand, trace gravel from 17'-18.3', light gray
(2.5Y-7/1), (SW-SM).
End of Boring
-17.7 -18.2
-20.7
-21.7
-26.7
-30.2
-32.0
4.0 4.5
7.0
8.0
13.0
16.5
18.3
Mean (mm): 0.45, Phi Sorting: 0.52 Fines (230): 1.81% (SP) Collection Depth=1 Ft.
Mean (mm): 0.26, Phi Sorting: 0.71 Fines (230): 1.16% (SP) Collection Depth=8.5 Ft.
Mean (mm): 0.31, Phi Sorting: 0.69 Fines (230): 11.92% (SM) Collection Depth=13 Ft.
Mean (mm): 0.54, Phi Sorting: 1.10 Fines (230): 6.84% (SW-SM) Collection Depth=16.5 Ft.
NAD 1983
-13.7
05-09-14
0.0
Delaware State Plane
18.3 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 11:40
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-13.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-12
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710744.97 Y = 321661.59
CONTRACTOR FILE NO.
PHB-B-14-12
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 50
Section 00 73 41 Page 51
Section 00 73 41 Page 52
Sand, dark gray (2.5Y-4/1), (SW-SM).
Gravel, (GP).
Sand, clay lens at 8', gravel with sand from 10.4'-10.7', light gray (2.5Y-7/1), (SW-SM).
Sand, light gray (2.5Y-7/1), (SP).
End of Boring
-19.1
-19.7
-28.3
-33.7
1.5
2.1
10.7
16.1
Mean (mm): 0.33, Phi Sorting: 0.96 Fines (230): 7.34% (SW-SM) Collection Depth=0.5 Ft.
Mean (mm): 0.80, Phi Sorting: 1.48 Fines (230): 5.57% (SW-SM) Collection Depth=6 Ft.
Mean (mm): 0.37, Phi Sorting: 0.70 Fines (230): 3.65% (SP) Collection Depth=12 Ft.
NAD 1983
-17.6
05-09-14
0.0
Delaware State Plane
16.1 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 10:52
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-17.6 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-13
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710110.13 Y = 321190.29
CONTRACTOR FILE NO.
PHB-B-14-13
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 53
Section 00 73 41 Page 54
Section 00 73 41 Page 55
Silty Sand, trace shells, dark gray (2.5Y-4/1), (SM).
Gravel with sand, clay lenses, dark gray
(2.5Y-4/1), (GW).
Sand, clay lenses from 5'-7', light gray
(2.5Y-7/1), (SP-SM).
Sand, trace gravel from 9'-14.3', reddish yellow
(7.5YR-6/8), (SW).
Clay, yellow (10YR-8/6), (CL).
End of Boring
-19.4
-20.5
-27.8
-32.6
-33.6
1.1
2.2
9.5
14.3
15.3
Mean (mm): 0.25, Phi Sorting: 1.88 Fines (230): 18.30% (SM) Collection Depth=1 Ft.
Mean (mm): 0.28, Phi Sorting: 0.77 Fines (230): 4.31% (SP-SM) Collection Depth=5.5 Ft.
Mean (mm): 0.99, Phi Sorting: 1.63 Fines (230): 0.82% (SW) Collection Depth=12 Ft.
NAD 1983
-18.3
05-09-14
0.0
Delaware State Plane
15.3 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 09:55
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-18.3 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-14
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 18.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710905.2 Y = 320285.19
CONTRACTOR FILE NO.
PHB-B-14-14
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 56
Section 00 73 41 Page 57
Section 00 73 41 Page 58
Sand, dark gray (2.5Y-4/1), (SP).
Clay, dark gray (2.5Y-4/1), (CL).
Peat, very dark brown (10YR-2/2), (PT).
Sand, dark gray (2.5Y-4/1), (SM).
Gravel with sand, dark gray (2.5Y-4/1), (SW).
Sand, light olive gray (5Y-6/2), (SW-SM).
Sand, brownish yellow (10YR-6/8), (SP-SM).
End of Boring
-18.4
-21.2
-23.4
-25.2
-25.9
-30.9
-36.9
0.5
3.3
5.5
7.3
8.0
13.0
19.0
Mean (mm): 0.31, Phi Sorting: 0.53 Fines (230): 4.18% (SP) Collection Depth=0.2 Ft.
Mean (mm): 0.44, Phi Sorting: 1.02 Fines (230): 13.57% (SM) Collection Depth=6 Ft.
Mean (mm): 0.52, Phi Sorting: 1.17 Fines (230): 5.64% (SW-SM) Collection Depth=11 Ft.
Mean (mm): 0.41, Phi Sorting: 0.81 Fines (230): 4.25% (SP-SM) Collection Depth=18 Ft.
NAD 1983
-17.9
05-09-14
0.0
Delaware State Plane
19 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 10:24
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-17.9 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-15
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 709888.75 Y = 320383.08
CONTRACTOR FILE NO.
PHB-B-14-15
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 59
Section 00 73 41 Page 60
Section 00 73 41 Page 61
Silty Sand, dark gray (10YR-4/1), (SW-SM).
Clayey sand with gravel, dark gray (10YR-4/1), (SC).
Sand, trace gravel from 12.5'-15', light gray
(2.5Y-7/1), (SP-SM).
Sand, light gray (2.5Y-7/1), (SW-SM).
Sand, light gray (2.5Y-7/1), (SW).
Sand, yellow (2.5Y-8/6), (SW).
End of Boring
-17.5
-18.3
-23.5
-30.0
-33.5
-35.2
1.0
1.8
7.0
13.5
17.0
18.7
Mean (mm): 1.88, Phi Sorting: 2.61 Fines (230): 7.12% (SW-SM) Collection Depth=1 Ft.
Mean (mm): 0.33, Phi Sorting: 0.67 Fines (230): 5.42% (SP-SM) Collection Depth=6.5 Ft.
Mean (mm): 0.95, Phi Sorting: 1.61 Fines (230): 5.66% (SW-SM) Collection Depth=13 Ft.
Mean (mm): 0.97, Phi Sorting: 1.45 Fines (230): 2.72% (SW) Collection Depth=17.5 Ft.
NAD 1983
-16.5
05-09-14
0.0
Delaware State Plane
18.7 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 09:34
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-16.5 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-16
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 20.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710818.82 Y = 319118.54
CONTRACTOR FILE NO.
PHB-B-14-16
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 62
Section 00 73 41 Page 63
Section 00 73 41 Page 64
Shell hash.
Sand, pale yellow (2.5Y-8/4), (SW-SM).
Clay, pale yellow (2.5Y-8/4), (CL).
Sand, pale yellow (2.5Y-8/4), (SW).
Clay, reddish yellow (7.5YR-7/8), (CL).
Clay, light gray (2.5Y-7/1), (CL).
Clay, dark gray (2.5Y-4/1), (CL).
End of Boring
-17.7
-18.3
-21.9
-22.5
-23.8
-25.8
-27.0
-37.0
1.7
2.3
5.9
6.5
7.8
9.8
11.0
21.0
Mean (mm): 0.38, Phi Sorting: 0.62 Fines (230): 1.34% (SP) Collection Depth=1 Ft.
Mean (mm): 0.29, Phi Sorting: 1.06 Fines (230): 9.59% (SW-SM) Collection Depth=5.5 Ft.
NAD 1983
-16.0
05-09-14
0.0
Delaware State Plane
21 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 11:14
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-16.0 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-17
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 22.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 709181.06 Y = 321511.13
CONTRACTOR FILE NO.
PHB-B-14-17
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 65
Section 00 73 41 Page 66
Section 00 73 41 Page 67
Organic silt, black (2.5Y-2.5/1), (OL).
Sand, gravel with sand from 2.4'-3.4', dark gray
(2.5Y-4/1), (SM).
Sand, light gray (2.5Y-7/1), (SW-SM).
Sand, trace gravel from 7.6'-8.7', yellow
(10YR-8/6), (SW-SM).
Sand, trace gravel from 12.5'-15', yellowish brown (10YR-5/6), (SW-SM).
End of Boring
-15.5
-18.1
-22.3
-26.7
-29.7
0.8
3.4
7.6
12.0
15.0
Mean (mm): 0.34, Phi Sorting: 1.19 Fines (230): 16.14% (SM) Collection Depth=1 Ft.
Mean (mm): 0.49, Phi Sorting: 0.90 Fines (230): 6.46% (SW-SM) Collection Depth=6 Ft.
Mean (mm): 1.15, Phi Sorting: 1.52 Fines (230): 5.67% (SW-SM) Collection Depth=14 Ft.
NAD 1983
-14.7
05-09-14
0.0
Delaware State Plane
15 Ft.
JRB
STARTED
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROM
VERTICAL
INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
05-09-14 09:08
BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.
-14.7 Ft.
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORING
VERTICAL
INCLINED
0.0 Ft.
PHB-B-14-18
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 18.0 Ft.
6. THICKNESS OF OVERBURDEN
NAVD 88
DRILLING LOG
Vibracore
DNREC Sand Search
Delaware Bay
AUTO HAMMER
MANUAL HAMMERX = 710321.85 Y = 318575.84
CONTRACTOR FILE NO.
PHB-B-14-18
DEPTH
(ft)
CLASSIFICATION OF MATERIALS
Depths and elevations based on measured values
ELEV.
(ft)
B O
X O
R S
A M
P
LE
LE
G
E N
D
REC. REMARKS
Boring Designation
SHEET 1
OF 1 SHEETS
F
LO
R
ID
A D
E P
R O
S S
D N
R E
C V
IB
R
A C
O R
E S
.G P
J F
L D
E P
R O
S S
.G D
T
/1
/1
Amendment No. 0001
Section 00 73 41 Page 68
Section 00 73 41 Page 69
Section 00 73 41 Page 70
3/4" -4.25 19.03 0.00 0.00 0.00 0.00
5/8" -4.00 16.00 0.00 0.00 0.00 0.00
3.5 -2.50 5.66 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.00 0.00 0.00 0.00
5 -2.00 4.00 0.00 0.00 0.00 0.00
7 -1.50 2.83 0.00 0.00 0.00 0.00
10 -1.00 2.00 0.00 0.00 0.00 0.00
14 -0.50 1.41 0.00 0.00 0.00 0.00
18 0.00 1.00 1.24 1.30 1.24 1.30
25 0.50 0.71 4.50 4.73 5.74 6.04
35 1.00 0.50 10.88 11.45 16.62 17.48
45 1.50 0.35 30.36 31.94 46.98 49.42
60 2.00 0.25 26.17 27.53 73.15 76.95
80 2.50 0.18 16.32 17.17 89.47 94.12
120 3.00 0.13 2.26 2.38 91.73 96.50
170 3.50 0.09 1.07 1.13 92.80 97.62
200 3.75 0.07 0.31 0.33 93.11 97.95
230 4.00 0.06 0.15 0.16 93.26 98.11
% Fine Sand % Very Fine Sand
% Silt-% Granule-% Pebble-
Sieve Size (Millimeters)
% Weight Retained
Cum. Grams Retained
C. % Weight RetainedSieve Number
Sorting
0.64
Skewness
0.03
Kurtosis
3.61
-11.4 NAVD 88
Dry Weight (g):
Phi 25
1.96
Phi 50
1.51
Phi 75
1.12
Phi 84
0.94
93.80
Phi 95
0.39
Mean mm
0.35
% Very Coarse Sand
Weight Retained
% Coarse Sand % Medium Sand
0.00
Wash Weight (g): Pan Retained (g): Sieve Loss (%):
Coordinate System:
717885.78 311475.89 Delaware State Plane
Granularmetric Report
Northing (ft):
Munsell:
Depths and…
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