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HomeMy WebLinkAboutTerminal Groin Construction Observation Report #014 01/12/20222021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 12, 2022 Observation Report No.: 014 Observer: Adam Priest Commencement Date: November 16, 2021 Contract Date: 058 Arrival/Departure Times: 11:20 - 14:20 Weather Conditions: Clear and cool Wave Height & Direction: 0-1 Feet, S Wind Speed & Direction: 3-8 MPH, ENE Marine Mattress Installed BTWN: Sta. 8+40 to Sta. 8+60 Armor Stone Installed BTWN: Sta. 8+20 to Sta. 8+60 Sheet Pile Installed BTWN: N/A Completed Armor Stone: Today: 800 Tons (Size A) To Date: 1,900 Tons (Size A) Completed Armor Stone: Today: 0 Tons (Size B) To Date: 7,105 Tons (Size B) Completed Marine Mattress: Today: 1,600 Sq. Ft. To Date: 32,825 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? Yes Notes: See Detailed Observation #1 8. Is the marine mattress foundation being constructed today? Yes Notes: N/A 9. Is armor stone being placed today? Yes 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 COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. PAGE 1 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 12, 2022 Observation Report No.: 014 12. Is the contractor using approved staging storage areas (marked, neat & orderly)? Yes Notes: N/A 13. Is the public being kept out of the construction area? Yes Notes: N/A 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 Samolin 16. Was the constructed structure verified to meet the plans and specifications? Yes Measurement: Visual comparison of the UAS orthomosaic with the structure footprint. 17. Was the constructed sheet pile verified to meet the plans and specifications? N/A Measurement: N/A 18. Were any photographs taken? Yes 19. Was the drone flown today? Yes Detailed Observations: 1. Armor stone (Size A) installation operations were being conducted today on the terminal groin. Sixteen (16) marine mattresses were installed today between Sta. 8+40 to Sta. 8+60. CDC was observed placing stone on top of marine mattresses between Sta. 8+20 and Sta. 8+60. 2. Armor stones (Size A) were observed being delivered to the project site via flatbed tractor trailer from the Rockingham Vulcan quarry. All stones appeared to be within the size range for the Size A stone (See Photo #3). 3. Construction signs were observed in place and fencing was observed around the 4th Street and Shallotte Blvd staging and laydown areas. 4. 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 Agencies, ... etc.: Richard Dove (Mclean) and Keith Christiansen (McLean) met with Jim Gunn (CDC) and Adam Priest (CPE) today to observe the project site and discuss the setup of the sheet pile installation. It was mentioned that the sheet pile installation operations were anticipated to begin at the end of February 2022. The group also discussed forming of the concrete cap, the USACE dredging project and pipe placement, the concrete cap transition from EL +4.9 ft to EL +4.5 ft, and protecting the seaward end of the sheet pile installation in case of high water during the installation of the concrete cap. Keith mentioned that he anticipated a production rate of 30 ft per day during the sheet pile installation. 2. Richard Mattingly (CDC) informed Adam Priest (CPE) that approximately 15 members of the USACE were on -site around 4:30 pm to observe the terminal groin project and visited the north end of Shallotte Blvd. Cnn P■�ru,�n E■u■uun COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 2 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 12, 2022 Observation Report No.: 014 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: • (1) Frontend loader, • (3) off road dump trucks, • (2) off road flatbed trucks for hauling mattresses, • (4) excavators, • (1) bulldozer • 4WD ATV Cnn P■�ru,�n E■u■uun COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 3 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 12, 2022 Observation Report No.: 014 Photos Photo 1. Ocean conditions at approximately 11:00 am. Photo 2. CDC crew placing marine mattress between Sta. 8+40 and Sta. 8+60. COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 4 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 12, 2022 Observation Report No.: 014 Photo 3. Excavator offloading Size A stones from flatbed delivery truck. Photo 4. Excavator placing Size A stones in the stockpile. COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. PAGE 5 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 12, 2022 Observation Report No.: 014 Photo S. Aerial view of the terminal groin looking west. Photo 6. Aerial view of the terminal groin looking east. COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 6 300' 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= � a W W Z Z C9 zd W z M Z. N 20 LL U ~ = V L o F ., Z o F ooZ N It a °00u �Q 0','- V mZz Z 0 EZz �?y W 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 \�o 6 Vi CgRo 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 �: _ Ua ° z MARINE MATTRESS _ 04 88 = • 52 _ a w ° o _ m�„ z ,( ��Q\ ` �G!NEEC x, J W J O 410 Z za J� it'/! W ce o Lu NOTES: o-;t%12.1 Ln 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. .I n 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 o n