HomeMy WebLinkAboutTerminal Groin Construction Observation Report #010 12/21/20212021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021 Observation Report No.: 010
Observer: Adam Priest Commencement Date: November 16, 2021
Contract Date: 036
Arrival/Departure Times: 13:45 - 15:30
Weather Conditions: Overcast and rainy
Wave Height & Direction: 2-3 Feet, S
Wind Speed & Direction: 15-20 MPH, NNE
Marine Mattress Installed BTWN:
Total Sta. 2+85 to Sta. 7+05
Armor Stone Installed BTWN:
Total Sta. 2+85 to Sta. 7+05
Sheet Pile Installed BTWN:
N/A
Completed Armor Stone:
Today: 0 Tons To Date: 4,132 Tons
Completed Marine Mattress:
Today: 0 Sq. Ft. To Date: 21,250 Sq. Ft.
Completed Sheet Pile:
Today: N/A Ft. To Date: N/A Ft.
OBSERVATIONS
Approach to Site Yes/No/NA
1. Is the contractor using the approved construction accesses and vehicle routes? Yes
Notes: N/A
2. Are construction warning signs in place? Yes
Notes: N/A
3. Are construction and staging areas fenced off to prevent public access? Yes
Notes: N/A
Resorts/Plans/Specifications
4. Are the construction plans and specifications located at the project site? Yes
Notes: N/A
5. Are the permits located and notices displayed at the project site? Yes
Notes: N/A
6. Has the contractor provided the Daily Reports for the previous day? Yes
If incomplete, list deficiencies of contractor's Daily Report: N/A
Project Site
7. Are construction operations being conducted today? No
Notes: See Detailed Observation #1
8. Is the marine mattress foundation being constructed today? No
Notes: N/A
9. Is armor stone being placed today? No
Notes: N/A
10. Is the steel sheet pile wall being constructed today? No
Notes: N/A
11. Is the accretion fillet being constructed today? No
Notes: N/A
12. Is the contractor using approved staging storage areas (marked, neat & orderly)? Yes
Notes: N/A
COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC.
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2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021 Observation Report No.: 0010
13. Is the public being kept out of the construction area?
Notes: N/A
Yes
14. Is the acceptance survey for a completed section being conducted today? No
Location: N/A
15. Was any environmental monitoring (turbidity, turtle, bird, etc.) conducted today? No
Describe environmental monitoring: N/A
Measurements and SamDlin
16. Was the constructed structure verified to meet the plans and specifications? No
Measurement: N/A
17. Was the constructed sheet pile verified to meet the plans and specifications? No
Measurement: N/A
18. Were any photographs taken?
19. Was the drone flown today?
Detailed Observations:
Yes
No
1. No construction on the terminal groin was observed today (12/21). CDC indicated that no work will be done on
the terminal groin this week but that stone delivery to the site would continue until the quarry shuts down for
the holidays on Dec. 23rd. CDC indicated that flatbed trucks would continue to deliver Size B armor stone until
the Dec. 23rd when the quarry closes down. CDC indicated that construction on the terminal groin would resume
on Monday Dec. 27t"
2. A CDC operator was observed on site to unload armor stone being delivered. No armor stone was observed being
delivered during the site visit.
3. The On -site Observer noted two (2) rubber mats at the seaward end of the east side of the structure had been
moved off of the structure by wave action and only a corner of each of the mattresses were still touching the
structure. It appeared as though the waves had moved the stones that were holding them in place (See Photos
#7 and #8).
4. Construction signs were observed in place and fencing was observed around the 4th Street and Shallotte Blvd
staging and laydown areas.
5. No work was observed at the Shallotte Blvd staging area. Signs and barricades were observed in place.
Items Discussed with Contractor's Superintendent, Surveyor, Regulatory Alzencies, ... etc.:
A Bi-weekly meeting was held at the 01B Town Hall to discuss the status of the terminal groin construction. The
meeting was attended by Debbie Smith (016), Justin Whiteside (016), Jim Gunn (CDC) via phone, Adam Priest
(CPE), and Brad Rosov (CPE) via phone. Discussions during the meeting informed the Town that Size A armor
stone would begin being delivered next week, starting Jan. 27t" and that CDC is expected that Phase 1 of the
construction should be close to finishing by mid -February. The meeting also discussed that the sheet pile wall
installation may begin by mid -February. Jim Gun mentioned that the sheet pile sections are in the process of
being coated which is expected to take several weeks. Justin Whiteside asked if there had been any updates from
the vibration monitoring equipment. Adam Priest stated that he had not heard any updates regarding any
vibration results. Marine Mattress construction would be ending mid -December but the Shallotte Blvd staging
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COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 2
2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021 Observation Report No.: 0010
area would still be used for storing the constructed marine mattresses. The meeting also discussed the USACE
Federal project timing which is anticipated to start near the end of February; however, no date has been
confirmed.
2. Adam Priest (CPE) emailed Richard Mattingly (CDC), Richard Gunn (CDC), and Jim Gunn (CDC) a description and
photos of the marine mattresses that were observed to have slid off of the east side of the structure. In a phone
call with Jim Gunn, he indicated that the crew would attempt to get a chain on the marine mattresses to secure
them and that on Monday (12/27) the rubber mats would be retrieved and placed back on the structure.
Were any issues identified today which may result in a field adjustment report, contract modification,
request for interpretation, or noncompliance? If so, describe:
1. No issues were discussed today.
Equipment List:
• Skid steer loader,
• Forklift for mattress filling,
• Frontend loader,
• (2) off road dump trucks,
• (2) off road flatbed trucks for hauling mattresses,
• Link Belt 460 excavator for loading of mattresses from staging area,
• (3) excavators,
• (1) bulldozer
• 4WD ATV
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COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 3
2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021
Photos
Photo 1. Ocean conditions at approximately 2:55 pm.
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Observation Report No.: 0010
Photo 2. No terminal groin construction operations being conducted today.
Rif„Ui COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC.
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2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021 Observation Report No.: 0010
Photo 3. View of the structure looking south near Sta. S+00. Stones placed on top of rubber mats to hold them in
place.
Photo 4. View of the structure looking north near Sta. S+00. Stones placed on top of rubber mats to hold them in
place.
COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 5
2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021 Observation Report No.: 0010
Photo 5. View of the sediment accretion on the west side of the structure. Photo taken at low tide.
Photo 6. View of the structure looking north near Sta. 6+75. Stones placed on top of rubber mats to hold them in
place.
Rif„Ui COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. PAGE 6
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2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT
CONSTRUCTION OBSERVATION REPORT
Date: December 21, 2021 Observation Report No.: 0010
Photo 7. View of a rubber mat that has slid off the east side of the structure near Sta. 7+05. Wave action during
higher tide moved the stone holding it in place.
Photo 8. View of a second rubber mat that has slid off the east side of the structure near Sta. 6+75. Wave action
during higher tide moved the stone holding it in place.
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COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC.
PAGE 7
300'
130'
TERMINAL GROIN PROFILE
750'
TRANSITION FROM STONE
SIZE 'A' TO STONE SIZE 'B'
AT STATION 8+00
i
10 TOR OF CAP TERMINAL GROIN 10
EXISTING GRADE
5 +4.9' NAVD88 MARCH 2O21 5
+4.5 NAVD88. .
MHW EL. +1.79' NAVD88 1r
W---------- --- --
' ' \
p MLW EL. -2.94 NAVD88
5
EL. _ -3.0' NAVD88 `.\
-10 1' MARINE 10
J MATTRESS
w -15 TRANSITION STRUCTURE -15
SLOPE 1V:2H TO 1V:3H
BETWEEN STA 9+00 AND STA. 9+50
-20 -20
MINIMUM TIP ELEVATION EL. -23.0' NAVD88
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
DISTANCE ALONG PROFILE (FEET)
SECTION A -A'
Z=
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W
W
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LEGEND:
0
SIZE A STONE = STONE SIZE A W = 5.5 TO 8.9 TONS WITH
50% GREATER THAN 7.0 TONS, 165 PCF MINIMUM
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0
SIZE B STONE = STONE SIZE B W = 3.1 TO 5.1 TONS WITH
. oFESS�o.ti,L
u W
50% GREATER THAN 4.0 TONS, 165 PCF MINIMUM
_ SEAL �: _
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z
MARINE MATTRESS
_ 04 88 =
•
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NOTES:
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1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88).
2. BATHYMETRIC SURVEY PERFORMED MARCH 2O21, BY McKIM & CREED
AND MAY NOT BE REPRESENTATIVE OF CURRENT CONDITIONS.
DRAWING NO.
0 5 10 0 50 100
x5-1
VERTICAL GRAPHIC SCALE IN FT HORIZONTAL GRAPHIC SCALE IN FT
SHEET 7 OF 13
1)
A
Terminal Groin Marine Mattress and Stone Placement
Progress Map
Mattress Key
20'x5' 275
25'x5' 237
10'x5' 4
Total 516
REVISIONS
NO. DATE DESCRIPTION BY NO. DATE DESCRIPTION
Image is not to scale.
COQ-TQL QN D WAp TERWAY SYSTEMS This image is not intended for construction purposes, it is only an example of how
the product looks and should not be used for any other purposes than visual aid.
* All measurements are in Imprial Units, and -xWXH format.
* All sizes shown are nominal.
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15'
C
20'
IE
F
CLIENT
Coastal Design & Construction, Inc
PROJECT NAME
Ocean Isle Beach Shoreline Protection Project Terminal Groin
SHEET TITLE
Mattress Layout
6364 Almondsville Rd
Gloucester, VA
PROJECT LOCATION
NAME
DATE
PROJECT NO. 000000
CONTRACTING
JLS Contracting Services, LLC
1205 Hayes Industrial Drive
Brunswick County, NC
DRAWN BY
JMR
09/13/2021
SCALE AS SHOWN
STATE OR FEDERAL AID PROJECT No.
SERVICES, LLC
Mariana, Georgia 30062I678-264-8170
www.jlscontracnng.com
00000000000000
SHEET 2 OF 1
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