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HomeMy WebLinkAboutTerminal Groin Construction Observation Report #016 01/18/20222021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 Observer: Adam Priest Commencement Date: November 16, 2021 Contract Date: 064 Arrival/Departure Times: 10:15 - 16:15 Weather Conditions: Clear and cool Wave Height & Direction: 1-2 Feet, S Wind Speed & Direction: 0-5 MPH, S Marine Mattress Installed BTWN: Sta. 9+20 to Sta. 9+40 Armor Stone Installed BTWN: Sta. 9+20 to Sta. 9+40 Sheet Pile Installed BTWN: N/A Completed Armor Stone: Today: 600 Tons (Size A) To Date: 5,900 Tons (Size A) Completed Armor Stone: Today: 0 Tons (Size B) To Date: 7,105 Tons (Size B) Completed Marine Mattress: Today: 2,050 Sq. Ft. To Date: 40,025 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. I PAGE 1 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 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 Samalin 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. Eighteen (18) marine mattresses were installed today between Sta. 9+20 to Sta. 9+40. CDC was observed placing stone on top of marine mattresses between Sta. 9+20 and Sta. 9+40. 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 #2). 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. 5. Observed damage to asphalt on the northeast corner of Shallotte Blvd and 4th Street, where trucks turn north to go to the staging area at the north end of Shallotte Blvd (See Photo #7). 6.Observed stone fragment outside the footprint of the structure, on the east side near Sta. 4+00. Richard Mattingly (CDC) was informed and indicated that it would be removed and placed in the fragment stockpile (See Photo #4). 6. Observed miscellaneous trash, lumber, stone debris on the west side of the 4th Street/Shallotte Blvd where the flatbed truck drivers unstrap the stones before unloading them at the east end of 4th Street (See Photo #9). Items Discussed with Contractor's Superintendent, Surveyor, Regulatory Agencies, ... etc.: 1. The USACE Ocean Isle Beach CSRM Project Pre -construction meeting was held today via conference call. Representatives joining the call from the Town included Mayor Debbie Smith, Daisy Ivey, Justin Whiteside, and Adam Priest (CPE). The meeting was led by Rolando Serrano (USACE) and was joined by Steve Bassett and Ricky Smith w/ Norfolk Dredging, Bill Harris, Emily Hughes, Justin Carter, and Brennan Dooley w/ USACE. A specific start date for the beginning of the dredge and placement operations was not stated during the call, however, the 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 18, 2022 Observation Report No.: 016 beginning of Feb. was mentioned. Norfolk indicated that they would be performing BD surveys starting Jan. 24th- 25th. Emily Hughes (USACE) mentioned there will be an additional meeting at the project site to review the pipe placement plan submitted by Norfolk, although no date was set. Brennan Dooley (USACE) mentioned holding weekly progress calls to keep all parties involved up to date on the project during construction. Adam Priest (CPE) informed Richard Mattingly (CDC) that the average excavation elevation for the marine mattresses was slightly higher at Sta. 8+80 and Sta. 9+00 than it had been at previous stations, however, these elevations were still within the acceptable threshold Richard indicated that he would relay the message to the excavator operator so that they could monitor the elevations moving forward. Richard Mattingly (CDC) asked if there had been any updates regarding the installation of a force main crossing 4th Street at the intersection with Columbia Blvd. Adam Priest (CPE) reached out to the Town and they indicated that the contractor of the Pointe Development expects to perform the installation on Saturday (1/22) depending on the weather. Richard indicated that if the installation was done during the week it would delay the trucks delivering stone to the site. He also indicated that the stockpile of stone is driving production and a delay in the stone delivery would impact the progress of the project. Richard Mattingly (CDC) indicated that the Rockingham Quarry was impacted by freezing temperatures and icy conditions over the weekend and were not open on Monday (1/17) which resulted in stone not being delivered. Richard mentioned that there is a potential for no stone delivery on Friday (1/21) based on forecasted icy conditions for that part of the state. 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 18, 2022 Observation Report No.: 016 Photos Photo 1. Ocean conditions at approximately 10:45 am. Photo 2. Flatbed truck delivering Size A armor stone. Rif„Ui COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. PAGE 4 hu■uu.n 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 Photo 3. CDC crew placing marine mattresses between Sta. 9+20 and Sta. 9+40. Photo 4. Non -specification stone fragment near Sta. 4+00 to be removed by CDC. Rif„Ui COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. PAGE 5 hu■uu.n 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 Photo 5. View of the Size A armor stone stockpile. Photo 6. CDC crew delivering stone to be placed between Sta. 9+20 and Sta. 9+40. COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 6 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 - w.jam• -.. f` z � f All T Photo 7. Damaged asphalt at the northeast corner of the 4th Street/Shallotte Blvd intersection. Photo 8. View of the remaining marine mattresses being stored at the north end of Shallotte Blvd. RifrUl COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. PAGE 7 hu■uu.n 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 Photo 9. Debris/trash from stone delivery trucks on the west side of the 411 Street/Shallotte Blvd intersection. COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 8 2021-2022 OCEAN ISLE BEACH -TERMINAL GROIN PROJECT CONSTRUCTION OBSERVATION REPORT Date: January 18, 2022 Observation Report No.: 016 Photo 11. Aerial view of the terminal groin looking west. COASTAL PROTECTION ENGINEERING OF NORTH CAROLINA, INC. I PAGE 9 300' 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