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CAC Agenda 09/14/2023
9/1/23, 3:00 PM September 14, 2023 September 14, 2023 1 Collier County, FL English Meeting Agenda and Notice Coastal Advisory Committee (CAC) Thursday, September 14, 2023— 1:00 p.m. Collier County Board Chambers Collier County Government Center 3299 Tamiami Trail East, Third Floor, Naples, FL Sunshine Law on Agenda Questions 2023 CAC MEETING DATES I. Call to Order II. Pledge of Allegiance III. Roll Call W. Changes and Approval of Agenda V. Public Comments VI. Approval of CAC Minutes August 10, 2023 VII. Staff Reports Extended Revenue Report VIII. New Business 1. To Be Announced IX. Old Business X. Announcements XI. Committee Member Discussion XII. Next Meeting Date/Location October 12, 2023 at 1:00 p.m. https://www.colliercountyfl.gov/government/advisory-boards-and-authorities/coastal-advisory-committee/cac-agendas/2023-cac-agendas/september-1... 1 /2 9/1/23, 3:00 PM XIII. Adjournment September 14, 2023 1 Collier County, FL All interested parties are invited to attend, and to register to speak and to submit their objections, if any, in writing, to the board prior to the meeting if applicable. For more information, please contact Andrew Miller at (239) 252-2922. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department located at 3301 East Tamiami Trail, Naples, FL 34112, (239) 252-8380. Public comments will be limited to 3 minutes unless the Chairman grants permission for additional time. Collier County Ordinance No. 99-22 requires that all lobbyists shall, before engaging in any lobbying activities (including, but not limited to, addressing the Board of County Commissioners) before the Board of County Commissioners and its advisory boards, register with the Clerk to the Board at the Board Minutes and Records Department. https://www.col I iercou ntyfl.gov/govern ment/advisory-boards-and-authorities/coastal-advisory-committee/cac-ag e n d a s/2023-cac-agendas/se pte m be r-1 ... 2/2 August 10, 2023 MINUTES OF THE COLLIER COUNTY COASTAL ADVISORY COMMITTEE MEETING Naples, Florida, August 10, 2023 LET IT BE REMEMBERED, the Collier County Coastal Advisory Committee, in and for the County of Collier, having conducted business herein, met on this date at 1 P.M. in REGULAR SESSION at Administrative Building "F," 3' Floor, Collier County Government Complex, Naples, Florida, with the following members present: ALSO PRESENT: CHAIRMAN: Joseph Burke VICE CHAIRMAN: David Trecker Councilor Erik Brechnitz Jim Burke Councilman Raymond Christman Dr. Judith Hushon Steve Koziar (via Zoom) Robert Raymond Robert Roth (via Zoom) Chris D'Arco, Field Inspector II, Coastal Zone Colleen Greene, Assistant County Attorney Farron Turner, Management Analyst I, Coastal Zone August 10, 2023 Anyone in need of a verbatim record of the meeting may request a copy of the video recording from the Communications, Government & Public Affairs Division or view it online. I. Call to Order Acting Chairman Burke called the meeting to order at 1 p.m. II. Pledge of Allegiance The Pledge of Allegiance was recited. III. Roll Call Roll call was taken and a quorum of five was established in the board room. Acting Chairman Burke moved to allow Steve Koziar and Bob Roth to participate remotely due to extraordinary circumstances. Second by Mr. Trecker. The motion passed unanimously, 6-0. [Mr. Roth confirmed he was on Zoom, but Mr. Koziar wasn't able to connect until later.] IV. Changes and Approval of Agenda (None) Mr. Trecker moved to approve the agenda. Second by Mr. Raymond. The motion passed unanimously, 7-0. V. Public Comments (None) VI. Approval of CAC Minutes May 11, 2023 Dr. Hushon said it should be Vicksburg, Mississippi, not Missouri, on p. 8. Mr. Christman moved to approve the May 11, 2023, meeting minutes, as amended. Second by Mr. Raymond. The motion passed unanimously, 7-0. VIL Staff Reports Extended Revenue Report "FY23 TDT Collections Revenue Report" dated July 31, 2023. Chris D'Arco, a Coastal Zone Management senior field inspector, said he's presenting today because Andy Miller could not attend the meeting. If there are any questions, he can get back to committee members by email or Andy can bring the information back at the next meeting. Mr. D'Arco presented the Extended Revenue Report for July 2023 and reported that. • We are at $36.9 million. • We're a little below last year but we're moving in a good direction. Mr. Trecker said it looks about 33% positive. Mr. D'Arco agreed. Mr. Trecker said his only concern is that the trend on the red line is starting to converge with the blue line. Is there any significance to that? Mr. D'Arco said we're at a low season now. It's quieter for hotels. Mr. Raymond noted that many hotels were closed during that time, so we're doing really well. pil August 10, 2023 Dr. Hushon told the CAC: • There was nothing for disaster recovery. • Many people who've been on the beaches told her we need a better inspection of what's in the water, maybe a sonar or ground -penetrating radar (GPR). If it finds something, a diver can get it. • We need to guarantee that our beaches are safe. • People are fairly comfortable with the beach, as long as they wear shoes, but in the water, people are very uncomfortable. • We should make our water more comfortable for the public. • You wouldn't have to go out too far, about 15 feet, and use a flat-bottomed boat with a GPR, which would show anything with metal in it. Mr. Trecker said they could discuss that under the emergency berm item under New Business. Dr. Hushon said this is different and replied that: • This is junk from the beach that washed out into the water. An article in yesterday's Naples Daily News reported that a man who stepped on a small table that had been holding drinks on the beach cut his foot and got fibrosis. • We need to make an effort and publicize it to show we're inspecting the waters off beaches. • By using GPR, you could inspect 3-4 feet under the surface, in the sand. • Even though it's covered by sand today, that doesn't mean it won't be exposed tomorrow. • We should come up with an effort for the beaches so people will feel more comfortable. They don't want to let their grandchildren in the water now because they're worried about what's under the surface. • This is disaster recovery. It's still a Hurricane Ian effort and wouldn't cost a lot. Mr. D'Arco reported that. • When the hurricane hit, we cleaned the beaches and monitored them for quite a while. • We were out there every day, picking up everything, but it slowed down. • Every now and then foreign objects would wash out, so there is material out there. • We dove down to the near shore hard bottom recently, which is the reefs that run right off the beach, and there is some material, mostly tree debris, as well as lawn chairs, tables and unidentifiable debris covered by barnacles. • We're out there every day and we groom Vanderbilt and Marco beaches. • We also have drones and you can see a lot from drones. • He can discuss this with Andy Miller. • We're always keeping an eye on the beaches. If there's anything floating in the water, we get it. A discussion ensued and the following points were made: • We're worried about what's under the surface, on the bottom. • The county tried to emphasize to the public that no one knows what's out there, so move cautiously in the water. • The City of Naples continues to warn on its website and other postings about risks of going in the water. • If scanning can be done, it would be timely, particularly before the next tourist season. • This would be covered in disaster recovery funding. • This question should be shared with Andy and brought back to us with the county's response at the next meeting. • Maybe the county could coordinate with the city. Maybe it's a shared responsibility. • This is an issue of concern for the city. August 10, 2023 • GPR needs to be dragged on the ground. • They can try side -scan sonar, but that won't penetrate. It will provide a profile. • Airplanes have found many things with sonar, so maybe it's possible. • We can look into what options are available. We need expertise to guide us. • We may get a lot of data that doesn't mean a lot, such as shells or plastic. • Metal furniture is a concern and that could be picked up with magnetometers. • The city is doing everything it can to warn residents, but there's a perceptual problem and it affects people's behavior. Mr. D'Arco told the CAC that there are about 37 transects that are covered during hard -bottom monitoring, the same ones all the time. Benthic data is collected on each transect and the hard - bottom edge is mapped yearly to see if there were any sand migrations up and down the reef. It tends to be the same areas each year. Mr. Raymond asked if they could get back to the agenda and return to this topic during the Member Discussion. [Mr. Koziar joined via Zoom at 1:18 p.m., explaining that there was a problem with the password.] Mr. D'Arco said he had no further staff reports. Action Item: The CAC asked Mr. Miller to explain what methods the county could use to survey metals and other debris under water to protect beachgoers while in the water, up to about 15 feet out. VIII. New Business 1. New Officer Voting Mr. Trecker told the CAC that we elect and re-elect officers yearly, usually in June, but we had no meeting in June or July. He formally stepped down as chair in May after serving for four years, and Joe is running the meeting today as vice chair. He wants to nominate Joe Burke as chairman. Joe has served as vice chair for many years and is a professional engineer with a tremendous amount of relevant shoreline experience. Is there a second? Mr. Trecker moved to nominate Acting Chairman/Vice Chair Joe Burke as chairman. Second by Mr. Burke. The motion passed unanimously, 7-0, Vice Chair Burke abstained. Mr. Trecker said he can remain on the board another year during the transition and will be here for no more than 12 meetings. Mr. Raymond moved to nominate former chairman Trecker as vice chairman, and he will serve no more than 12 meetings. Second by Chairman Burke. The motion passed unanimously, 7-0, Mr. Trecker abstained. 2. Executive Summary — After the Fact — Vulcan Inc. Replacement R-Monument Signage Recommendation to approve the after -the -fact payment in the amount of $10,355.50 to Vulcan Inc. for the replacement of emergency location identification R-Monument markers that were damaged or lost during Hurricane Ian and make a finding that this expenditure promotes tourism (Fund 1105, Project No. 50280). (Approved by the BCC on July 25, 2023) Chairman Burke noted that because we didn't have a July meeting, it had to be done and was approved by the BCC. We're voting to approve paying them after -the -fact. Dr. Hushon asked if the $63 per sign includes installation. 4 August 10, 2023 Mr. D'Arco said it does not and explained. • The $10,355.50 cost covers all the signs we ordered. • When Hurricane Ian hit, all the R-monument signs were pretty much wiped away. • Emergency personnel use the signs to identify an area where a person needs help. • We wanted to get them up as soon as possible and had a contract with Vulcan, which provided the signs. • The contract was expiring at the end of the month, so we rushed to get the order in before the contract expired. • We didn't realize the size signs that we ordered weren't part of the contract and Vulcan didn't realize that. • Moving forward, we're going to be more diligent, but we'd like to pay the vendor because we received the signs. Vice chair Trecker made a motion. Mr. Raymond seconded it. Councilman Christman said he supported it but had questions. Of of the 149 markers, what's the total number along our beaches? What does this represent as a percentage? Mr. D'Arco said we coordinated with the Sheriff's Office, our sea turtle folks and used our own observations and 85-90% of them were lost. Councilman Christman said his understanding from past discussions is that the markers are used year on the beaches yearly to determine what areas need re -nourishment. It's a marker used to determine the width of the beach and the degree to which a section of beach needs to be re - nourished. Mr. D'Arco said yes, they're used as a reference point and are placed about every 1,000 feet along the beach, but it varies. The sea turtle monitors also use them as a reference point Councilman Christman said that the markers, pre -hurricane, were like a "Where's Waldo" exercise to find. They were inconspicuous and not easy to see. One of the unintended benefits of the hurricane is that we're installing monuments/markers that are more visible, easy to see and very useful. Mr. D'Arco agreed, saying they were difficult to see, there was vegetation overgrowth on some and they weren't very large. We ordered larger signs and they're red, so they'll be more conspicuous and easier to see. A discussion ensued and the following points were made: • The county is installing them in-house. • The county's last quote is coming in for the posts they're going to be mounted to. Once we have three quotes, we'll go with the lowest, get them in, start construction and get them installed in the next few months. • They're all GPS marked and are generally along the dune line. • If you walk along the beach to the north and look to the right, you will pass one about every 1,000 feet. Vice Chair Trecker made a motion to approve the after -the -fact payment in the amount of $10,355.50 to Vulcan Inc. for the replacement of emergency location identification R- Monument markers, which were damaged or lost during Hurricane Ian, and make a finding that this expenditure promotes tourism (Fund 1105, Project No. 50280). Second by Mr. Raymond. The motion passed unanimously, 8-0. 3. Executive Summary — Tourist Development Council (TDC) Fund 195 Grant Application Requests August 10, 2023 Coastal Zone Management (CZM) Grant Applications TDC 2023-2024 Category A Grant Application — Beach Maintenance TDC 2023-2024 Category A Grant Application — Pier Maintenance TDC 2023-2024 Turtle Monitoring Grant Application TDC 2023-2024 Grant Agreement — Collier County & City of Naples Recommendation to approve the Tourist Development Council Grant application requests from the City of Naples, the City of Marco Island and Collier County for FY 2023-2024 in the amount of $13,867,200, budget these expenditures, and make a finding that these expenditures promote tourism. Mr. D'Arco told the CAC. • The beach renourishment projects help keep the beaches looking great for residents. • Our inlet projects direct boats at Doctors Pass, as needed, for inlet management. • Both projects have regulatory and permit compliance. The state and feds do the work. There's a beach -maintenance component. • We groomed Vanderbilt and Marco Island beaches, and the City of Naples grooms its beaches, so we maintain beaches for visitors. • For the City of Naples, it's a standard request, $200,000 for maintenance. • The Naples Pier was heavily destroyed, and they must do a complete rebuild at about $19.8 million; that's a separate item. • There are administrative costs, so the total grant request is $13.8 million. Vice Chair Trecker said when you look at the comparison of fiscal year 22-23 with fiscal year 23-24, the difference is for Hurricane Ian repair work and the forward renourishment work. Is that right? Everything else looks pretty close. Mr. D'Arco explained: • The beach emergency response is $300,000, just for the county to open a P.O. and get things going if there's an emergency. That's what that funding is for. • The $2 million is for Hurricane Ian and June plantings. That's something we're going to be doing over the next year. • For Park Shore and Vanderbilt Beach, the report we received from Humiston & Moore Engineers, the engineering company that surveys our beaches, looks pretty good, so we may not need a re -nourishment next year. • Clam Pass will be done, if needed, so that funding will still stay there and roll over. • Then there's the feasibility study. A discussion ensued and the followingpoints were made: • These are forward payments for additional work that will be done, if needed. • We dredge about every five years, so $25,000 per year totals $250,000, which is held in a fund and then used for dredging. • The large numbers are for Park Shore and Vanderbilt Beach. • Humiston & Moore conducts a yearly survey, which came in earlier this summer. It supplemented the earlier APTIM results and shows re -nourishment may not be needed this year on the November cycle. • The county received the report a few days ago and Mr. Miller is still reviewing it. It appears it won't be needed, but he can report on that at the next meeting. • But one storm event can change all that. We were basically doing a re -nourishment as part of the berm project. Chairman Burke asked if staff could show the CAC typical sections of the report because they tell the tale. Mr. D'Arco said absolutely. August 10, 2023 A discussion ensued and the following points were made: • Past discussions with Mr. Miller showed that the emergency berm work was a quick fix, an emergency fix, that was to be supplemented by plantings to hold everything in place. • The next step was the placement of significantly larger amounts of sand going forward. • The beach is a dynamic environment. It changes so often that even while we were preparing for the beach berm project, we watched parts of the beach accreting, growing. • You would think we'd be at a loss, but over time some sand migrates back. • The engineering firm says a lot of sand stays in the system and migrates north -south, back and forth, so we reclaim a certain amount. That will probably be in the report. • Sand moves around a lot. • The berm was built at an elevation that averaged about 6 feet above sea level, so it stood on the beach about 2-3 feet from the ground up. • We got what we had before but it's not as high as it used to be. Chairman Burke said there was a limitation to what the Army Corps of Engineers would put back for dune height. He believed it would be restored to pre -Hurricane Ian width, not as high as it was. Councilman Christman made a motion to approve all the Tourist Development Council Grant application requests from the City of Naples, the City of Marco Island and Collier County for FY 2023-2024 in the amount of $13,867,200, budget these expenditures and made a finding that this item promotes tourism. Second by Vice Chair Trecker. The motion passed unanimously, 8-0. Action Item: Staff was asked to further explain the typical sections of the report to the CAC at the next meetinz 4. Executive Summary —10-year plan Recommendation to approve the FY 2023-2024 10-Year Capital Planning document for Fund 195 Beach Renourishment and Pass Maintenance and Fund 185 Program Management and Administration and make a finding that these expenditures promote tourism. Mr. D'Arco told the CAC that the state requires us to update our 10-year plan every year. This is used for planning purposes, as a guide and for projections. Vice Chair Trecker noted that the Florida DEP requires this as the basis for grant requests, so there's also a bureaucratic reason. Dr. Hushon said when you look at the numbers, they're identical, except the dredging projects. They're called inlet projects and they vary a lot, such as Wiggins Pass. Can you explain why these variations are in some items and not others and why they're variable? Mr. D'Arco said Mr. Miller can provide a more complete answer at the next meeting, but what we've seen in Wiggins Pass is that when we do a major dredge, it may need a minor touch-up in two years. It might need a much larger cleanup. What we've seen, especially with Wiggins Pass, is that every couple of years it needs a fairly large dredge. That may be the reason. A discussion ensued and the following points were made: • The numbers don't make sense. • Mr. Miller can provide more complete answers at the next meeting. • The main cost differences appear to reflect the Hurricane Ian repair work and the work going forward for the beach renourishment. • Dredging permits typically occur every 10 years. August 10, 2023 • The county often does dredging before the permit expires because they're difficult to get, but you can roll them. • For fiscal year 23, the Hurricane Ian year, substantial funds were used from the 195 Fund to pay for immediate work done along beaches, including the emergency berm, but Mr. Miller can provide further information about that at the next meeting. • Some or all of those funds will eventually come back into the 195 Fund through FEMA reimbursement. • A projection is just a projection and things happen that could change it, but the fund continues to grow yearly. • The county projects it will be reimbursed 75% plus another 10%, a large amount. • Fund 195 is essentially projected to grow, and collections have been above budgeted amounts, which is probably why the roll forward number is so large. • In 10 years, there will be a lot of money not committed to uses or programs. Is there any interest or movement within the county to create more programs? It looks like we've almost had too much money for what we need to do. • The FEMA and DEP reimbursement for the emergency berm expenditure is expected to be $24 million in 2025. We'll probably come in around $21 million when it's done, under budget. • It's unknown how long reimbursement will take, but Mr. Miller can discuss it at the next meeting. • We are cash -flush and if we can come up with more programs, we should try to do more for tourism. The CAC's job is to provide advice, so at future meetings, with staff input, we should discuss what programs to look into. • At the July 25 BCC meeting, there was a discussion by some commissioners about using money. It was mentioned that this wasn't the only source for things not involving shoreline or water quality, etc., so there's probably going to be competition for the money. Commissioners will want some of these unencumbered funds that are rolling forward. If the money sits there, eventually it'll be taken for other purposes. • On the East Coast and other areas around the Gulf there are offshore islands and reefs. That comes under our purview. The Ten Thousand Islands shield Marco, so we have a potential to put in some islands. They may be waste concrete when they go in and will acquire oysters after they've been there a while. They also could have mangroves. That would provide a viable offshore ecosystem that also benefits tourism. • It's nice to see islands dotting the shoreline, rather than a straight line of water. That's an alternative, possibly a five-year project, we can consider for that fund. The Coast Guard already has given permission for similar projects. • The Water Quality Subcommittee also brought up several pending recommendations. • The Army Corps of Engineers has many of those ideas in its current programming. It would be more prudent to wait to see what the Corps comes back with. • The county will have to pay for some Corps report recommendations in two or three years, when it's complete. That may be a way some of that money could be used. • The City of Naples has created some major initiatives and the county could follow suit. For example, Naples' recent stormwater quality program, which treats stormwater from city streets before it gets discharged. That costs the city a lot of money. The county has money for a similar program. • The CAC could interface with Public Works to discuss a road drainage program that could clean up water before it gets into the beaches, like Naples did. • The CAC could consider touring the Naples stormwater program, which also would benefit Marco Island. • We can't wait 10-15 years for the Corps. We have the potential to use some of this money sooner. • Many nature -based solutions will fall on the city and the county. The Corps is talking about the heavy stuff, sea walls and gates, and the county will be paying for it during the implementation. August 10, 2023 • We need to decide what Army Corps options we'll move forward with. Vice Chair Trecker made a motion to approve the FY 2023-2024 10-Year Capital Planning document for Fund 195 Beach Renourishment and Pass Maintenance and Fund 185 Program Management and Administration and made a finding that this item promotes tourism. Second by Chairman Burke. The motion passed unanimously, 8-0. Dr. Hushon said it's important that Andy fills us in on some of these questions because they need to clarify six things for budget items. Chairman Burke agreed that was needed for a further understanding on how the projected numbers were developed. Mr. D'Arco said they would do that. Action Item: The CAC requested further answers about the numbers in the report from Mr. Miller; the CAC wants to know how lonz the FEMA and DEP reimbursements will take; the CAC wants to consider meeting with Public Works staff at a future meeting to look into a stormwater road draina,-e pro. -ram; and the CAC is interested in a tour of the City of Naples stormwater facility. 5. Executive Summary (2) —Change Orders —a 23-8111 —Emergency Berm Construction — Volume Overages CO — P04500224085 — Phillips & Jordan Inc. CO — P04500224201— Earth Tech Enterprises Inc. Recommendation to approve Change Order No. 1 to Agreement No. 23-8111, "Collier County Emergency Berm Truck Haul and Construction - Reach A," with Phillips & Jordan Inc. after -the -fact to increase the contract amount from $6,723,041.50 to $6,771,654.62 to adjust the quantity of sand; to ratify administrative Change Order No. 1 to Agreement No. 23-8111, "Collier County Emergency Berm Truck Haul and Construction - Reach B," with Earth Tech Enterprises Inc., for sand redistribution, both Change Orders relating to Hurricane Ian, Project No. 50280; payment of Pay Applications No. 1 for both contractors; and make a finding that this expenditure promotes tourism. Mr. D'Arco told the CAC: • These are change orders as part of the emergency berm construction volume overages. • Some areas, such as Horizon Way, Lowdermilk and 10' Avenue, resulted in some change orders due to changes in beach topography from the time the surveys were taken to the time construction occurred. • Some volumes needed to be added to sections of the beach, including Vanderbilt Beach. • The goal was to ensure we had a berm of 6-7 feet above sea level elevation and that the berm be as continuous and uniform, as possible, so we made adjustments during the building process. • We did not exceed the volume amounts we thought we'd need for the project and did not exceed the budget. This is simply a shifting of volumes. • $24 million was allocated and due to changes in beach topography and construction, there were changes that resulted in change orders, but we're coming in at $21 million. Vice Chair Trecker said so there's no additional sand or money, just a reallocation of sand in Reach A and Reach B? Mr. D'Arco said yes. Councilman Christman made a motion to approve Change Order No. I to Agreement No. 23- 8111, "Collier County Emergency Berm Truck Haul and Construction - Reach A,"with Phillips & Jordan Inc. after -the -fact to increase the contract amount from $6,723,041.50 to August 10, 2023 $6,771,654.62 to adjust the quantity of sand, to ratify administrative Change Order No. I to Agreement No. 23-8111, "Collier County Emergency Berm Truck Haul and Construction - Reach B," with Earth Tech Enterprises Inc. for sand redistribution, with both Change Orders relating to Hurricane Ian, Project No. 50280; payment of Pay Applications No. 1 for both contractors; and made a finding that this item promotes tourism. Second by Vice Chair Trecker. The motion passed unanimously, 8-0. VIII. Old Business 1. Update — Emergency Berm Construction and Plantings Mr. D'Arco reported that: • The berm construction is complete, except for Port Royal, which we anticipate in November after turtle -nesting season ends. That should take a few weeks or a month and will complete the berm portion of the project. • We're currently working with stakeholders, the cities of Naples and Marco Island, Naples Botanical Garden and others to coordinate the new plantings. • We're working with an engineering firm to help with the design. • We'll probably put it out to bid for a contract this fall and hope to secure it by the end of the year or beginning of next year. • Then they need to grow the plants. Hopefully, we'll get the plants distributed throughout the beach areas and that will complete the hurricane year. A discussion ensued and the following points were made: • The design was approved and they're still working on it. They were doing drone work on the coastline a few days ago. • It may be completed by the next meeting. • The beach-renourishment plants are already being grown from seedlings. • There's a demand along both coastlines for coastal plants. • The total tonnage for the emergency berm is about 188, but it may be a little over 200 because they still have to do Port Royal. • We still have about 45,000 cubic yards to be placed, so we won't approach 400,000 feet. Mr. Koziar asked for an update on the Collier Creek project. Mr. D'Arco said he has no updates now. Work was done, maybe by the City of Marco Island, that will affect our project, but Mr. Miller can provide updates at the next meeting. Action Item: Mr. Miller was asked to provide an update on the Collier Creek proiect to the next meeting X. Announcements (None) XI. Committee Member Discussion Councilman Christman said at the next meeting he'd like to have a discussion on the future of the Water Quality Subcommittee and the plans for it to start meeting again. There were issues about how to make the subcommittee more effective through county staffing support. Chairman Burke suggested they add it to next month's agenda. Mr. Roth (subcommittee chairman) said he won't be here until the end of October but could participate via Zoom. Chairman Burke told the CAC. Dave was on the Army Corps call at the end of July and there was a lot of confusion. Part of the confusion was because there was a prior meeting of the county's ad -hoc advisory committee, which is chaired by Chris Mason, director of the Community Planning & Resiliency. One of the Marco Island City Council members on the call voiced a strong opinion about the 10 August 10, 2023 absence of Marco Island in the Corps' approach. Marco is not going away. I asked the Corps to see if we've got wiggle room because it appears the Corps isn't going to do anything for Marco. The preliminary studies pretty much excluded them. I asked the Corps if the value of Marco is X millions of dollars, but the cost is 2X millions of dollars, would they at least give us the X and the county would have to kick in the other $X to get the solution. The Corps said they would. It's uncertain how the Marco message is being carried forward. Dr. Hushon said the Corps is now including Marco and other areas that were left out initially, like Pelican Bay. Marco and Pelican Bay were involved in the charrette. She didn't think it was right to conclude Marco won't be covered. Chairman Burke said they're including it like they included it before, so they can exclude it on economic grounds. We need to be prepared for that before we get to a final determination that they're excluding it again because it's not economically justifiable per the formula. That's his concern and he believes the interaction is still not going well. Mr. Roth said he's surprised because he sat in on the charrette at the Marco table and they developed very good fundamental, simple solutions. Marco won't get flood walls and floodgates, etc., because we're an island and we can't be surrounded by a wall because that will become a bathtub, but there were some offshore nature -based solutions we came up with as a team. He thought the Corps considered those affordable solutions, such as creating some new mangroves to the south of Caxambas Bay, which got hit hard during Hurricane Ian. A discussion ensued and the following points were made: • It's not certain that the Marco council person on the call was up to speed. There were no Marco council people at the charrette, although they went to the information meeting, including the flood coordinator. • We need to have Chris Mason come to the CAC to present an update on where the ad hoc committee (Coastal Storm Risk Management Feasibility Study Advisory Committee) is going and to clear up these issues. • Vice Chair Trecker said he's concerned about keeping Pelican Bay in the discussion. He spoke with Kathy Purdue after the Army Corps meeting at the library and asked if Pelican Bay and Marco Island would be included and she said Marco Island is excluded and Pelican Bay is included. That was a couple of months ago and things may have changed. • The Corps will still do its due diligence, but if they exclude Marco, we need a game plan and we don't have one. • One reason the Corps may be excluding Marco in its cost -benefit analysis is that don't understand Marco Island's real estate value. They assigned a fixed note to the number of homes and seriously devalued Marco. That's primarily based on insurance exposure, but the base information was wrong. • Vice Chair Trecker said we brought that to their attention at the charrette and he hopes they listened. • They were wrong about Pelican Bay and Naples Cay. There were several areas where their estimated real estate values were way off. • We need to be looking over the Army Corps' shoulders more, rather than letting them go off and come back to us with errors again. • That's what the ad hoc committee is supposed to be doing. We thought we'd get monthly updates but don't know what's occurring with that committee. • It was clear that the Army Corps didn't understand that the county had put another committee in place. • Chairman Burke said he was on the call and told Michelle he was concerned because we're the Coastal Advisory Committee and he didn't know what additional advice or input we could provide, but we could coordinate with Chris Mason. The CAC is an important stakeholder. • We need to take a position and make a recommendation. • If we don't get shore protection, is the Army Corps going to make money available to raise 11 August 10, 2023 houses and is that even technically feasible? • It depends on the house. You can raise timber houses, which is easy, and slab houses, which are much more difficult and far more expensive. The Corps said they're doing that in Texas, but they're post -tension slabs and not on pilings. • They can do raise houses on piles by inching them up. • We need to ask what it would cost to raise all the houses in The Moorings. • The ad hoc advisory committee has held one meeting. It's not a group that's meeting with regularity or sense of urgency. They meet at GMD Conference Room 609/10 on Horseshoe Drive. The meetings are publicly noticed. • The CAC needs to attend some of their planning sessions to provide insight and to comment. We have a great deal of experience in the coastal area and two professional engineers. Action Item: The CAC would like Chris Mason to attend the next CAC meeting to provide an update on the ad hoc Coastal Storm Risk Mana,-ement Feasibility Study Advisory Committee and what's beinz discussed. XII. Next Meeting September 14, 2023, 1 p.m. XIII. Adjournment There being no further business for the good of the County, the meeting was adjourned by order of the Chairman at 2:31 p.m. Collier County Coastal Advisory Committee Jim Burke, Chairman These minutes were approved by the Committee on (check one) as presented, , or as amended 12 Collier County Tourist Development Tax Revenue 8.A.2 FY 23 TDT Collections Repoli 31-Jul-2023 Fund Reporting Fund Adopted Budget Updated Annual Forecast Budgeted YTD YTD Actual Variance to Budgeted YTD Beach Park Facilities 183 184 193 194 195 196 198 758 1,175,500 1,502,979 996,764 1,324,504 327,740 TDC Promotion 11,544,400 15,317,698 9,789,061 13,258,619 3,469,559 Non -County Museums 627,100 801,802 531,749 704,980 173,231 TDCAdmin - - 0 - Beach Renourishment 12,799,000 16,364,639 10,852,897 14,417,366 3,564,469 Disaster Recovery - 0 - - County Museums 2,000,000 2,000,000 1,695,898 2,000,000 304,102 TDC Capital 4,688,800 5,995,040 3,975,863 5,284,118 1,308,256 Gross Budget 1 32,834,800 41,982,157 27,842,231 36,989,588 9,147,357 Less 5%Rev Res (1,641,700) 27.86% % 0-/(Under) Bud 32.9% Net Budget 31,193,100 Collections Month Reported Actual Cum YTD % Budget Collected to % Variance FY22 Collections % Variance FY21 Collections % Variance FY20 Collections Nov 2,354,075 2,354,075 7.17% 4.599/6 98.49% 68.44% Dec 2,646,668 5,000,743 15.23% -9.021/. 66.790/6 27.961/o Jan 3,711,512 8,712,255 26.53% -17.450/6 29.230/6 15.730/6 Feb 5,410,959 14,123,214 43.01% -9.391/6 52.990/6 19.161/6 Mar 6,364,259 20,487,473 62.40% -1.650/6 54.110/6 27.780/6 Apr 7,297,461 27,784,934 84.62% -12.66% 9.52% 80.83% May 4,046,103 31,831,037 96.94% -16.30% 0.58% 769.26% June 2,736,288 34,567,325 105.28% -11.541/o 3.13% 322.531/o July 2,422,263 36,989,588 112.65% -8.47% -7.65% 113.83% Aug - 36,989,588 112.65% n/a n/a n/a Sept 36,989,588 112.65% n/a n/a n/a Oct 36,989,588 112.65% n/a n/a n/a Total 36,989,588 1 36,989,588 1 YTD -9.84% 1 26.36% 1 64.58% a1,982.1F7 Budget Comparison 5 Yr History- Cum 5 Yr History- Monthly Budgeted Collections Actual Collections Budget to Actual Variance Updated Forecast Nov 4.2% 4.2% 1,365,982 2,354,075 988,093 2,354,075 Dec 9.7% 5.5% 1,821,219 2,646,668 825,448 2,646,668 Jan 18.6% 8.9% 2,919,311 3,711,512 792,201 3,711,512 Feb 30.9% 12.3% 4,026,494 5,410,959 1,384,464 5,410,959 Mar 44.7% 13.9% 4,555,896 6,364,259 1,808,363 6,364,259 Apr 62.0% 17.2% 5,656,127 7,297,461 1,641,334 7,297,461 May 72.7% 10.7% 3,509,645 4,046,103 536,458 4,046,103 June 79.1% 6.5% 2,119,755 2,736,288 616,533 2,736,288 July 84.8% 5.7% 1,867,801 2,422,263 554,462 2,422,263 Aug 90.5% 5.7% 1,869,836 - - 1,869,836 Sept 95.1% 4.6% 1,517,914 1,517,914 Oct 100.0% 4.9% 1,604,819 - 1,604,819 Total 100.0% 100.0%1 32,834,800 1 36,989,588 9,147,357 41,982,157 %over/(under)budget 32.9% 27.86% $9,000,000 Tourist Development Tax Collection Curve $8,000,000 $7,000,000 $6,000,000 $5,000,000 +-xzoa cai«rross $4,000,000 -- - - $3,000,000 $2,000,000 - - $1,000,000 - - z° o ; a a' �� o Month Reported M N O N T L d E d CL O to d d E E O C) O to Q r-r N R O V Gl M N O C N E i t� R r r Q MARevenue Report\TDC Revenue\TDC Update Report\2023\TDT Tax Collector Reports\09-TDC Updates July.xlsx Packet Pg. 147 8.A.2 Brett D. Moore. P.E. — Humiston & Moore Enaineers President / Principal Engineer Graduated with a master in Coastal Engineering from the University of Delaware, Brett D. Moore, P.E.,President and Principal Engineer, has over 40 years of experience in this field He began by working 6 years for the state of Florida as a coastal engineer and then with Ken Humiston, in running the coastal engineering department at Coastal Engineering Consultants, Inc. in Naples, Florida. Finally, Mr. Moore co -created Humiston & Moore Engineers with Kenneth K. Humiston in 1991. He has been responsible for the design and the management of a broad range of coastal engineering projects, including beach restoration and erosion control projects by way of example. Mr. Moore participates also in technical conferences, has authored technical papers and is an active member of the local chapter of the American Society of Civil Engineers and the Florida Shore and Beach Preservation Association. Brett Moore was appointed to the Florida DEP Coastal Engineering Technical Advisory Committee and had accepted a board position on the Steering Committee of the State-wide Beach Habitat Conservation Plan development from 2009 to 2019 at the request of the Secretary of the state DEP. Mr. Moore has a significant amount of coastal engineering experience working in the State of Florida and particularly southwest Florida. Brett D. Moore, P.E., D.CE. PRESIDENT HUMISTON & MOORE ENGINEERS EDUCATION Master of Civil Engineering, 1982 University of Delaware, Newark, Delaware Civil Engineering (Coastal Engineering Specialty) Advisor: Robert G. Dean, Sc.D. Bachelor of Science, 1979, University of Delaware, Newark, Delaware Civil Engineering, Dean's List. PROFESSIONAL EMPLOYMENT HISTORY 1991-Present Co-founder, Principle - Humiston & Moore Engineers, Naples, FL Packet Pg. 148 8.A.2 1988-1991 Coastal Engineer -Coastal Engineering Consultants, Inc, Naples, FL 1982-1988 Coastal Engineer - Florida Dept. Natural Resources, Tallahassee, FL 1979-1982 Graduate Research Assistant — Univ. of Delaware, Newark, DE FIELDS OF EXPERIENCE AND COMPETENCE Erosion analysis and projection Formulation of alternative design concepts and feasibility studies Design of beach restoration, borrow area, sand compatibility analysis Design of erosion control structures; T-groins, breakwaters Design of coastal protection structures; revetments, seawalls Design of marinas and docks Development of final design documents, including technical specifications for bid Inlet management, analysis, impact analysis, sand budget Regulatory Permitting, State and Federal Coastal and Environmental including Joint Coastal Permitting Coastal Construction Control Line Environmental Resource Permitting GENERAL As a founding partner of Humiston & Moore Engineers (H&M), Mr. Moore has been instrumental in building H&M, one of the most accomplished coastal engineering firms in the state of Florida, with a reputation both nationally and internationally through a program of development of numerical modeling procedures that have become a practical tool in the simulation of coastal processes along sandy beaches. As a principal of the firm, Mr. Moore has been responsible for the management of many of the firm's challenging projects. He has remained involved in the technical engineering analysis and design, facilitating, and expediting the permitting through regulatory agencies concerned with both technical and environmental issues, while also managing projects, and marketing the firm's services to municipalities, the State of Florida, and private property owners in a highly competitive market. Beach Nourishment Mr. Moore has been the Project Manager and Design Engineer for a number of beach restoration projects including projects involving hydraulic dredging from offshore borrow sources and truck haul projects. These have included the following locations in Florida: Honeymoon Island in Pinellas County, Knight Island in Charlotte County, Lighthouse Point in Lee County, and Hideaway Beach in Collier County and recently the north end of Longboat Key. As project manager and project engineer, Mr. Moore has been responsible for the design, permitting, contract specifications, bid qualification, project construction oversight and project certification. Mr. Moore was also responsible for the management of these projects from the negotiation of the contract, through project design development, final design, construction, and monitoring. Two additional projects under Mr. Moore's management and design responsibilities include a second phase of the Honeymoon Island Project in Pinellas County and the South Siesta Key Beach Renourishment Project in Sarasota County. The Honeymoon Island Project design and permitting are complete, and Packet Pg. 149 8.A.2 the project is scheduled for construction to commence in August of 2014. The South Siesta Key Beach Restoration Project is currently in the design and permitting phase. The offshore sand search and design of the offshore borrow sites is complete. This project is on an accelerated permitting schedule in an effort to construct the project in the winter/spring of 2015. Erosion Control H&M founders, Brett Moore and Ken Humiston, are responsible for the development of a unique low profile T- groin design which includes features which successfully minimizes the common and ubiquitous problem of downdrift impacts normally associated with structures. This design has been successfully implemented at seven locations with severe and complex erosion problems, which have been performing very well, some for as long as 15 years. Mr. Moore was the Project Manager and Design Engineer on a number of these successful projects, including the following locations: South Naples Beach in Collier County, Keewaydin Island in Collier County and Honeymoon Island in Pinellas County. Additionally, Mr. Moore was responsible for the design and permitting of a segmented breakwater project completed off Keewaydin Island in Collier County Florida in 2013. Additional erosion control designs have been completed for Honeymoon Island (Phase II) in Pinellas County and the stabilization of Snake Island inside of Venice Inlet in Sarasota County, which was completed in March 2014. Beach and Coastal Inlet Management Mr. Moore has been the Project Manager of a number of beach and coastal inlet studies involving evaluation of coastal inlet processes, sand budgets and management of sand resources. Many of these studies are developed in coordination with local communities and other consultants or agencies and their respective programs. Examples include federal navigation projects at Matanzas Pass in Lee County, Gordon Pass in Collier County, Venice Inlet in Sarasota County, East Pass in Okaloosa County, and Longboat Pass in Manatee County. Additional inlet management projects included Wiggins Pass, Clam Pass, and Big Marco Pass in Collier County, Blind Pass in Lee County, and Hurricane Pass in Pinellas County. Each of these studies included assessment of adjacent beaches for comprehensive management of the beach and inlet related system with design that works with natural processes. Separate beach management feasibility studies included Estero Island in Lee County and Don Pedro Island in Charlotte County. Beach front development Mr. Moore has been the lead agent on the procurement of over 500 Coastal Construction Control Line (CCCL) permits and authorizations from the Florida Department of Environmental Protection over the past 23 years for responsible development and other activities seaward of the CCCL along the Gulf and Atlantic coastlines of Florida. As part of this representation, Mr. Moore works with a variety of architects and structural engineers to provide design guidance for structural design elevations and scour predictions for 100-year storm events, and suitable setbacks for historic background and projected erosion conditions to demonstrate that the structure design meets State guidelines. Many of these projects include dune enhancement components. REGISTRATION Registered Professional Engineer #37326, State of Florida. Diplomate in Coastal Engineering, Academy of Coastal, Ocean, Port & Navigation Engineers Packet Pg. 150 8.A.2 PROFESSIONAL AFFILIATIONS American Society of Civil Engineers Florida Shore & Beach Preservation Association Florida Engineering Society PROFESSIONAL AWARD FSBPA Jim Purpura/T.Y. Chiu Engineering Award 2013: For outstanding contribution to coastal engineering that enhances beach preservation, in recognition of innovative scientific research or for long excellence and contributions in coastal engineering. HONORARY APPOINTMENTS • Appointed to the Steering Committee of the State-wide Beach Habitat Conservation Plan development at the request of the Secretary of the Florida DEP (2009-Present). • Appointed to the 1999 Coastal Engineering Technical Advisory Committee, chaired by Dr. Robert G. Dean, to advise the DEP Bureau of Beaches and Coastal Systems on management of Florida's beaches. Appointed to a Coastal Development Committee in Naples in 1990's to develop recommendations for the City of Naples in their review and permitting of large scale private home referred to as "mega -homes" within the coastal zone. PUBLICATIONS Dabees, M.A, Moore B.D. and Humiston K.K. (2004), Enhancement of T-groin's Design to Improve Downdrift Shoreline Response. Proc. 29th Inter. Conf. on Coastal Engineering, Portugal. In print. Moore B.D. and Humiston K. (2003) Composite T-Head Groins for Erosion Control, Proc. 3rd Inter. Conf. on Coastal Structures, Oregon, ASCE, pp1109 Dabees M.A., Moore B.D. and Kamphuis J.W. (2002), Combining Numerical Modeling and Monitoring Data for Analyzing Coastal Processes and Beach Change in Southwest Florida, Proc., 28th Inter. Conf. on Coastal Engineering, Cardiff, UK., World Scientific, pp3308-3320 Moore, B.D., (1999). T-Groin Design and Performance as an Erosion Control Alternative at Two Florida Coast Inlets. Proc. National Conf. on Beach Preservation Technology (FSBPA. Tallahassee, FL). pp. 187- 203. Moore, B.D. and Humiston K. (1995) 1994 Charlotte County Beach Restoration: Knight Island, Optimization of Cost, Proc. Conference on Beach Preservation Technology, FSBPA, Tallahassee, FL, pp399-414 Moore B.D. and Humiston K.K (1992) Gordon Pass Jetty Tightening Project, Proc. Conference on Beach Preservation Technology, FSBPA, Tallahassee, FL, pp344-359 Packet Pg. 151 8.A.2 COLLIER COUNTY BEACH NOURISHMENT PROJECT 2023 POST -CONSTRUCTION ANNUAL MONITORING SUMMARY August 2023 DEP PERMIT 0331817-005-JC USACOE PERMIT SAJ-2003-12405 MOD (MOD -KS) COLLIER COUNTY PREPARED BY HUMISTON & MOORE ENGINEERS HIM File No. 28019 SUBMITTED TO: FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION HUMISTO 1N & MLIURE ENGINEERS COASTAL ENGINEERING DESIGN AND PERMITTING Main Office: 5679 Strand Court Naples, FL 34110 Phone 239 594 2021 Fax 239 594 2025 e-mail : mail(a)humistonandmoore.com Packet Pg. 152 8.A.2 COLLIER COUNTY BEACH NOURISHMENT PROJECT 2023 CONSTRUCTION AND ANNUAL MONITORING SUMMARY DEP PERMIT 0331817-005-JM USACOE Permit SAJ-2003-12405 Mod (MOD -KS) COLLIER COUNTY PREPARED BY HUMISTON & MOORE ENGINEERS AUGUST 2023 Table of Contents Paqe I. Introduction............................................................................... 1 II. Hurricane Ian............................................................................ 3 III. Background............................................................................. 4 IV. Survey Information................................................................... 8 V. Analysis Description................................................................... 9 VI. Analysis................................................................................ 23 VII. Summary.............................................................................. 39 VIII. Aerial Images........................................................................ 43 IX. Environmental........................................................................ 44 X. Conclusions........................................................................... 45 XI. References..............................................................................47 List of Figures Figure 1. Monitoring Area Location Map Figure 2a. Hurricane Ian Track Figure 2b. Documented Surge Data Figure 3a. Fill Templates for Vanderbilt and Pelican Bay Beaches Figure 3b. Fill Templates for Park Shore Beaches Figure 3c. Fill Templates for Naples Beach Figure 4a. Typical Beach Profile Comparison Figure 4b. Schematic Diagram for Typical Shoreline and Volumetric Analysis Figure 4c. Beach Profile Showing Shoreline and Volumetric Accretion Figure 4d. Typical Beach Cross Section Figure 5a. Shoreline Analysis R-17 to R-41 Figure 5b. Shoreline Analysis R-42 to R-57 Figure 5c. Shoreline Analysis R-58A to R-84 Figure 6. Average Beach Width & Design Standard vs. Time Packet Pg. 153 8.A.2 Tables Table 1. Permit History for DEP Permit Number 0331817-001 Table 2a. Collier Beach Nourishment History Table 2b. Clam Pass Inlet Management and Sand Placement 2005-2020 Table 2c. Collier County Beach Nourishment Project Contractor History Table 3. Survey Dates and Description Table 4. Project Monument Range Table 5. Shore Normal Limits for Volumetric Analysis Table 6a. Shoreline Change R-17 through R-41 Table 6b. Volume Change R-17 through R-41 Table 6c. Upland Volume Change — Vanderbilt and Pelican Bay Beach Table 6d. Advance Nourishment Remaining R-22 to R-37 Table 7a. Shoreline Change R-42 through R-57 Table 7b. Volume Change R-42 through R-57 Table 7c. Upland Volume Change — Park Shore Beach Table 7d. Advance Nourishment Remaining R-42 to R-54 Table 8a. Shoreline Change R-58A through R-84 Table 8b. Volume Change R-58A through R-84 Table 8c. Upland Volume Change — Naples Beach Table 8d. Advance Nourishment Remaining R-58A to R-79 Table 9. Volume Change Summary Appendices A. Monitoring Plan - Revised August 2017 B. 2023 Emergency Berm Completion Statement C. Major Storm Information D-1. Survey Certification D-2. Beach Profiles R-17 through R-84 E. 2006 Post -Construction Volume and Shoreline Change F. Historical Shoreline Change for Reference Monuments R-17 to R-84 (Beach Width Comparisons) H Packet Pg. 154 8.A.2 COLLIER COUNTY BEACH NOURISHMENT PROJECT 2023 POST -CONSTRUCTION AND ANNUAL MONITORING SUMMARY DEP PERMIT 0331817-005-JM USACOE Permit SAJ-2003-12405 Mod (MOD -KS) COLLIER COUNTY I. INTRODUCTION This report by Humiston & Moore Engineers (H&M) presents the analysis of an annual monitoring survey conducted in November 2022, approximately one month after the passing of Hurricane Ian, and the post -construction survey for the subsequent emergency berm project for Collier County commencing approximately 6 months post -Ian; these surveys are compared to previous surveys on behalf of Collier County, Coastal Zone Management. The post -Ian survey was conducted between November 2"d and December 911, 2022, and the post -construction survey for the emergency berm project was conducted in May 2023: both surveys were conducted by APTIM Coastal Planning & Engineering (APTIM). The survey scope is consistent with the requirements of the State of Florida Department of Environmental Protection (DEP) permit number 0331817-001-JM dated October 2, 2015, U.S. Army Corps of Engineers permit number SAJ-2003-12405 (MOD -KS), and the approved Monitoring Plan dated August 2017 included in Appendix A. Recent DEP permit history is summarized in Table 1. Table 1. Permit History for DEP Permit Number 0331817-001 Permit Modification Date of Issuance Description of Modification Number -001 October 2, 2015 Original Permit -002 October 23, 2015 Revised Biological Monitoring Plan -003 January 8, 2016 Authorizes Dune Vegetation Planting -004 November 20, 2017 Major Modification Adding Clam Pass Park to the Project Area -005 July 23, 2018 Revised Hardbottom Biological Monitoring Plan Collier County, located on the southwest coast of Florida, includes 148 DEP reference monuments from Barefoot Beach south to Marco Island. The monitoring area for this report shown in Figure 1, overlaid on an aerial image acquired in December 2022, includes DEP reference monuments R-17 located south of Wiggins Pass in Delnor-Wiggins Pass State Park, south to R-84, one mile north of Gordon Pass in Naples. Packet Pg. 155 8.A.2 CONTROL INFORMATION & PROJECT DESIGNATION FDEP NORTHING EASTING AZIMUTH PROJECT MON (Feet) (Feet) (Degrees) LOCATION R-17 710889.5 383927.4 270 R-18 709906.7 384127.0 270 DELNOR-WIGGINS R-19 708878.0 384326.0 270 PARK BEACH SOUTH OF R-20 707866.6 384517.5 270 WIGGINS PASS R-21 706858.3 384728.9 270 R-22 705839.5 384938.9 270 R-23 704891.6 385137.3 270 R-24 703871.6 385417.1 260 R-25 702813.9 385647.5 270 R-26 701850.5 385847.4 270 VANDERBILT R-27 700866.9 385990.2 260 BEACH PROJECT R-28 699684.0 386161.7 275 AREA R-29 698847.1 386341.5 270 R-30 697837.4 386537.6 270 R-31 696813.6 386705.3 270 R-32 695824.5 386891.1 270 R-33 694818.9 387046.2 270 R-34 693808.1 387226.5 270 PELICAN BAY R-35 692827.8 387408.2 270 BEACH PROJECT R-36 691835.2 387522.6 270 AREA R-37 690789.1 387678.2 270 R-38 689818.1 387783.7 270 R-39 688799.5 387874.7 270 PELICAN BAY R-40 687793.8 387963.8 270 BEACH NORTH OF CLAM PASS R-42 685731.0 388209.4 265 R-43 684692.3 388248.5 270 R-44 683701.5 388359.1 270 R-45 682660.0 388478.9 270 R-46 681554.5 388538.8 270 R-47 680581.0 388553.8 270 R-48 679648.1 388568.5 270 R-49 678581.0 388583.3 270 T-50 677495.2 388612.9 270 R-51 676169.5 388714.1 270 R-52 675291.9 388834.0 270 R-53 674247.9 388929.6 270 T-54 673177.4 388951.4 270 U-55 672131.1 388974.6 270 R-56 671211.8 389065.2 270 T-57 670447.6 389142.0 270 R-58A 389353.6 669202.4 270 R-58 668693.6 389668.6 270 R-59 667728.9 389847.3 270 R-60 666685.1 390145.2 270 R-61 665648.5 390438.0 270 T-62 664628.1 390431.8 270 R-63 663641.5 390641.5 270 R-64 662732.0 390814.4 260 T-65 661954.0 390899.0 260 R-66 661148.1 391078.4 260 R-67 660351.0 391148.4 260 R-68 659545.1 391220.2 260 T-69 658735.7 391274.6 260 R-70 657941.3 391351.4 260 R-71 657147.2 391469.6 260 R-72 656356.0 391609.0 260 R-73 655544.4 391593.8 260 R-74 654741.2 391736.2 260 R-75 653966.1 391888.5 260 R-76 653165.9 391908.9 260 R-77 652384.9 392074.4 260 R-78 651619.7 392106.6 260 R-80 649367.2 R-81 648294.8 R-82 647432.1 R-83 646399.6 R-84 645439.8 392232.4 260 392335.7 275 392476.3 270 392651.2 260 392689.3 260 HUMISTON & MOORE ENGINEER; COASTAL ENGINEERING DESIGN AND PERMITTING CLAM PASS PARK BEACH PARKSHORE BEACH PROJECT AREA PARKSHORE BEACH NORTH OF DOCTORS PASS NORTH NAPLES BEACH PROJECT AREA NAPLES BEACH PROJECT AREA BEACH NORTH OF GORDON PASS FDEP REFERENCE MONUMENTS & AZIMUTHS FOR: COLLIER COUNTY DATE: 3/30/22 FILE: MAP SCALE: 1 "=40 JOB: 25026 DATUM: NAD83 FIGURE: 1 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Packet Pg. 156 8.A.2 II. HURRICANE IAN Collier County was impacted by Hurricane Ian as a Category 4 major storm on September 28, 2022, causing significant damage to public infrastructure, private property, and public lands. The path of the storm along with intense hurricane force winds, slow forward speed (9 mph), and high storm surge subjected Collier County to large scale impacts ranging from the gulf beaches to the mainland. Figure 2a shows the track of Hurricane Ian approaching and landfalling in southwest Florida. The unique combination of factors including wind speeds in excess of 155 mph, position, track and slow forward movement of 9 mph resulted in extreme storm surge levels along the coastal barrier islands of Collier County and southwest Florida. Figure 2b provides documented storm water levels from Wiggins Pass south to Marco Island. USGS deployed over 175 sensors between the Florida Keys and the Panhandle prior to Hurricane Ian's landfall. These sensors were deployed as part of a FEMA/National Hurricane Center mission to document and better understand storm surge. The high storm surge produced by Hurricane Ian over a long duration from the slow -moving storm has resulted in significant morphologic changes including flattening of the beach and dune areas. For the most part, sand eroded has not left the system, but some was overwashed landward covering gulf front parcels and inland roadways with sand. It is typical for sand to also be eroded into the nearshore during early phases of the storm, and also when surge levels decline. Figure 2a. Hurricane Ian Track 5t. Petersburg a a Probable storm surge flooding `•o-`' Thura. t am. ET Category More than 1 font C, Max wind:9tmph More than 3 feet More than 6 feet `4 � More than 9 feet . v� � Qorthaa�r�otte _ _ wrarrrie� -�—�i: 2p.m.Er Category 4 HURRICANE IAN ` Cate Max wind:155 mph 'ggll Coral CATEGORY "ram Y ��- ,. .�' -.. AP ES Doctors Pass/Naples ; BigCypress �s National pl69N Wed.B a m. ET ; Category 4 Max win d:155mph V A. y Lull of MC'%ICO 25 mites x� Graphic: Phil Holm +�r 5ources; Nk0.A National Waarher Service. Heteonlogiul tleveWpamril Laboratory. Florida Keys Natima] Ceraer for Emrironmental Prediction and Narional Hurricane Cerrw AP 3 Packet Pg. 157 8.A.2 Figure 2b. Documented Surge Data 2USGS t� ua� to -ix oow w-ae x nmrxo�. urt / *GAGE STOPPED WORKING MUSGS XPSE OOn s I�3Cxx yP3l.sl xx t9.1] li.M 1 Figure 2b: Hurricane Ian —Collier County— Documented Surge Data III. BACKGROUND Permitting The Department issued permit 11-254473-9 for the construction of the Collier County Beach Restoration Project in 1996 authorizing the placement of approximately 1.2 million cubic yards of sand between monuments R-21 and R-79; this permit expired in April 2006. In January 2005, JCP Permit 0222355-001-JC was issued to maintain the restored beach authorizing the distribution of 670,000 cubic yards of sand. In July 2013, a DEP permit modification (-012) was issued for the placement of sand in five areas experiencing high erosion along Collier County Beaches, and in September 2013, a permit modification (-013) was issued for the placement of sand on Pelican Bay Beaches. A 15-year multi -use permit was issued on October 2, 2015, superseding permit 0222355- 001-JC, authorizing periodic nourishment of the Collier project area beach including the: Clam Pass Park beach from R-42 south to R-43.5 (2017), and the beach south of Doctors Pass utilizing an offshore borrow area, sand dredged from Doctors Pass, or compatible sand obtained from an upland source. Since the construction of the 2006 nourishment project, sand has been placed within the monitoring area from dredging of three inlets (Wiggins, Clam and Doctors Passes) as well as emergency truck -haul projects from 2010 through 2023. A chronological summary of the sand placed within the monitoring area from 2005 to 2023 is shown in Table 2b while Table 2a provides contractor information for the 2006-2023 Collier Beach nourishment projects. 4 Packet Pg. 158 8.A.2 Nourishment (Truck Haul Projects) After the 2006 restoration there were emergency truck haul projects from 2010 to 2012 for Vanderbilt, Park Shore, and Naples beaches utilizing relatively smaller quantities of fill than previous hydraulic renourishment projects. The December 2013 project distributed 225,000 cubic yards of sand on Vanderbilt, Pelican Bay, North Park Shore, Park Shore and Naples Beaches, while the December 2014 project renourished only Naples Beach with 52,350 cubic yards of sand. No sand was placed in 2015. As part of the December 2016 project, approximately 76,000 cubic yards of sand were placed on Vanderbilt, Pelican Bay and Park Shore beaches. The Park Shore reach was nourished with approximately 130,000 cubic yards of truck hauled sand from October to December 2019, and Naples Beach from October 28 to December 28, 2020 was nourished with approximately 37,400 cubic yards' of sand from the south jetty of Doctors Pass to approximately R-60. Vanderbilt, Pelican Bay and Naples Beaches were nourished with approximately 155,000 cubic yards2 of sand in November 2021 through January 2022. Most recently Vanderbilt, Pelican Bay, Park Shore and Naples Beaches were nourished with approximately 190,000 cubic yards of sand to create an emergency berm in April and May 2023 after the passing of Hurricane Ian as described in the completion documents provided in Appendix B. In addition, emergency sand was also placed along Barefoot Beach at the north end of Collier County, north of the monitoring area. Specific quantities, locations and timing of the maintenance beach fill projects are presented in Figures 3a, 3b, and 3c; and Tables 6b, 7b, and 8b of this report. The sand for all Collier Beach nourishment projects (2013- 2023) was supplied from an upland source, distributed by mechanically truck and grading equipment. Table 2a. Collier County Beach Nourishment Project Contractor History Project Type of Project Contractor 2006 Hopper Dredge Great Lakes Dredge & Dock Co., LLC 2013 Truck Haul Eastman Aggregate Ent., LLC and Phillips & Jordan, Inc. 2014 Truck Haul Earthtech Ent. Inc. and Phillips & Jordan, Inc. 2016 Truck Haul Earthtech Enterprises Inc. 2019 Truck Haul Earthtech Enterprises Inc. 2020 Truck Haul Earthtech Enterprises Inc. 2021 Truck Haul Phillips and Jordan, Inc. 2023 Truck Haul Earthtech Ent. Inc. and Phillips & Jordan, Inc. ' The pay quantity was 63,978 tons of truck hauled sand. Discrepancies between pay quantity and the volume determined by the pre and post surveys is largely due to Tropical Storm Eta redistributing material during construction. 2 Based on preliminary quantities provided by CPE. 5 Packet Pg. 159 8.A.2 Table 2b. Collier County Beach Nourishment History (R-17 to R-84 for 2005 thru 2023) Date Project Project Type Sand Placement Volume (CY) • • • • •. .' 2005 Wiggins Pass Dredging - Nearsl Inlet Dredge R-11 to R-14 ,0 2006 Doctors Pass Dredging - Nearshore Disposal Inlet Dredge R-60 to R-62 53,600 2007 Wiggins Pass Dredging Inlet Dredge R-18 to R-19.5 48,400 20,600 2009 Wiggins Pass Dredging - Nearshore Disposal Inlet Dredge R-11 to R-14 50,000 2009 Doctors Pass Dredging - Nearshore Disposal Inlet Dredge R-60 to R-62 32,500 2011 Wiaains Pass Dredaina - Nearshore 2013 Wiggins Pass Dredging (Partial 2013 Clam Pass Dre gang mW 2013 Clam Pass Dredging 2015 Wiggins Pass D 2016 Clam Pass Dre( Inlet Dredae R-11 to R-14 Inlet Dredge R-12 to Inlet 66,000 Inlet Dredge R-40 to Inlet 10,400 Inlet Dredge Inlet to R-44 9,600 Inlet Dredge R-16 (N. of Inlet) 1 Inlet Dredae R-42 to 2017 Clam Pass Dredging Inlet Dredge R-40.5 to Inlet 3,000 2017 Clam Pass Dredging Inlet Dredge Inlet to R-43 2,400 s DreAng Inlet Dredge R-42 to R-43 8,500 2018 Wiggins Pass Dredging - Nearshore Disposal Inlet Dredge R-12 to R-14 37,700 2018 Wiggins Pass Dredging - Nearshore Disposal Inlet Dredge R-16 (N. of Inlet) 4,500 2018 Wiggins Pass Dredging - Nearshore Disposal Inlet Dredge R-18 to R-20 56,280 2018 Doctors Pass Dredging - Nearshore Disposal Inlet Dredge Jetty to R-58.5 5,800 2018 Doctors Pass Dredging - Nearshore Disposal Inlet Dredge R-60 to R-62 25,000 2019 Clam Pass Truck Haul R-42 to - 0,000 1 • Park Shore to 110,000 2020 Water Turkey Bay Dredging - Nearshore Disposal Inlet Dredge R-12 to R-14 26,650 2020 Wiggins Pass Dredging - Nearshore Disposal Inlet Dredge R-12 to R-14 21,400 Naples2020 . Fill Template). .0 37,440 2020 Clam Pass Dredging -Beach Placement Inlet Dredge R-40 to R-41 3,900 2021 Vanderbilt Beach Truck Haul R-22 to R-32 77,340 2021 Pelican Bay Truck Haul R-33 .- 0,000 2022 Wiggins Pass Dredging - Beach Placement Inlet Dredge R-12 to R-14 39,000 2022 Wiggins Pass Dredging - Beach Placement Inlet Dredge R-18 to R-20 26,000 2022 lam Pass Dredging -Beach Placement Inlet Dredge R-40 to Inlet 15,000 2022 Clam Pass Dredging - Beach Placement Inlet Dredge Inlet to R-43 2,500 Total Volumes (Cubic Nearshore Disposal Doctors Pass Dredging Jetty to R-62 : 116,900 Delnor-Wiggins - Beach & Nearshore Disposal within Monitoring Area (North of Project ): 130,680 Delnor Wiggins - Sand Placement Outside of Monitoring Area (North of Wiqgins Pass): 376,750 Total Project Area Sand Placement: 1,851,540 Total Monitoring Area Sand Placement: 1,982,220 The volumes in cubic yards (CY) have been rounded for clarity r Q 6 Packet Pg. 160 8.A.2 Wiggins Pass The 2018 Wiggins Pass project placed sand both north, outside of the monitoring area; and south of the inlet along Delnor-Wiggins State Park within the monitoring area. The 2019 dredging of Wiggins Pass and Water Turkey Bay placed sand in the nearshore, north of the inlet and outside of this monitoring area. Most recently, the 2022 project, completed in March, dredged approximately 66,000 cubic yards from the dredge template and disposed of the sand on the beach; approximately 60% was placed north of the inlet from monument R-12.3 south to R-14.3, and approximately 40% was placed on the beach south of the pass from monument R-18.2 south to R-19.8 consistent with the inlet management plan. Clam Pass Although sand was placed both north and south of the Clam Pass inlet in 2017 as part of the maintenance dredging project, the only sand placed within the project area for 2017 was approximately 2,400 cubic yards placed south of the inlet to monument R-43, the reach added to the project as part of the 2017 permit modification. In 2018 another 8,500 cubic yards of sand, dredged from the inlet, were placed in the project area from Clam Pass south to monument R-43. In April 2020, both sides of the inlet were regraded, and in December 2020 approximately 3,900 cubic yards were dredged mechanically from the inlet while another 6,400 cubic yards of sand were regraded; the material placed on the adjacent banks and in the vicinity of R-41. Most recently, the pass was dredged in March/April 2022 placing approximately 15,000 cubic yards of sand north of the inlet to R-40 and 2,500 cubic yards south of the inlet to R-43. Doctors Pass The Doctors Pass project conducted in August/September 2018 placed sand in two areas south of the pass within the project limits. Approximately 5,800 cubic yards of the sand dredged from the pass were placed immediately south of the inlet within the Doctors Pass Erosion Control Structures Project (0338231-002-JN) area after construction of the structures was completed in June 2018. The majority of the maintenance dredged sand, approximately 25,000 cubic yards3, was placed further south near Lowdermilk Park. In both cases, the sand was placed in the nearshore. The most recent project, constructed in March and April 2022, included the dredging of 12,535 cubic yards of sand from Doctors Pass with disposal south of the inlet on the beach between DEP reference monuments R-60 and R-61.8, located approximately 3,000 feet south of the inlet near Lowdermilk Park. 3 Based on volume change calculations from the Doctors Pass Erosion Control Structures Project 2018 Post - Construction Monitoring Summary, H&M Engineers, December 2018 7 Packet Pg. 161 8.A.2 Major Storms Seven major storms have impacted Collier County since 2004: Hurricane Charlie (2004), Hurricane Katrina (2005), Hurricane Wilma (2005), Tropical Storm Fay (2008), Tropical Storm Debby (2012), Hurricane Irma (2017) and Hurricane Ian (September 2022). Hurricane Ian is discussed in Section II of this report while storm tracks and a brief description of other storms are included in Appendix C. The City of Naples experienced a meteotsunami4 in January 2016 and again on December 20, 2018. A graph of the observed water levels at the Naples Tide Station on those days documenting the meteostunami is also included in Appendix C. Additionally in 2016, west and southwest Florida were impacted by Tropical Storm Colin (June), Hurricane Hermine (September), and in 2020 by Tropical Storm Eta (November). IV. SURVEY INFORMATION — MAJOR RENOURISHMENT PROJECTS Monitoring surveys were conducted annually from 2006 to 2022. Representative surveys presented in this report are listed in Table 3 showing the approximate date of survey, type of survey (pre - construction, post -construction, or monitoring) and the surveyor. The monitoring surveys analyzed in this report were conducted post -Ian by APTIM between November 2nd and December 9t", 2022 and post -construction during the Collier County emergency berm project from April to May 2023. The scope of the post -Ian survey included monuments R-1 to R-148; monuments R-17 to R-84 are presented in this report, while the scope of the emergency berm post -construction survey was limited to the upland portion of the beach profile within the project reach. No sand was placed seaward of the mean high water line (MHWL). The certification for the November 2022 post -Ian survey is provided in Appendix D-1. This report analyzes the most recent surveys in comparison to the January 2022 monitoring survey, pre/post 2006 project survey, and to the post -construction monitoring surveys for the most recent nourishment projects: January 2022 (Vanderbilt, Pelican Bay, Naples), March 2020 (Park Shore), and December 2014 survey (South Naples Beach). Also included in this report as a separate analysis, due to the limited scope of the survey, is the immediate post -construction survey dated December 2019 for the 2019 Park Shore nourishment project. The beach profiles provided in Appendix D-2 compare the surveys listed in Table 3, and are shown in Figure 1, a plan view of the monitoring area depicting DEP reference monument locations and azimuths overlaid on an aerial image of Collier County. Table 3. Survey Dates and Description for the Collier Beach Nourishment Project Survey Date Survey Description Surveyor *2005-November Pre Construction CP&E 2006-June Post Construction CP&E 2014-December (South Naples Shown) Post -Construction Monitoring HSS 2019-December (Park Shore Shown) Post -Construction Oceanside Solutions 2020-March (Park Shore Shown) Post -Construction Monitoring SDI 2022-January Post -Construction Monitoring SDI and HSS 2022-November Post -Ian Monitoring APTIM 2023-May Post -Berm Construction APTIM *Survey for monuments R-17 thru R-21 dated September 2005 by DEP used to complete survey scope. Surveys were conducted and reported annually from 2007 to 2019 but not all presented as part of this report. The December 2019 survey was used to document beach fill during construction and consequently has a limited scope. 4 Meteotsunamis have the characteristics similar to earthquake -generated tsunamis, but are caused by air pressure disturbances often associated with fast moving weather systems, such as squall lines. These disturbances can generate waves in the ocean that travel at the same speed as the overhead weather system. Development of a meteotsunami depends on several factors such as the intensity, direction, and speed of the disturbance as it travels over a water body with a depth that enhances wave magnification. NOAA 2015 8 Packet Pg. 162 8.A.2 Surveys used for the determination of as -built quantities for the 2006 nourishment project were conducted immediately pre and post -construction, and at intermediate stations along the beach extending to the limits of fill while monitoring surveys analyzed in this report were conducted according to the scope outlined in the monitoring plan. The 2005/2006 nourishment project was interrupted by Hurricane Wilma in October 2005, consequently, there are two pre -construction surveys following the scope outlined in the monitoring plan to document changes by Wilma: one conducted in September by DEP and another in November by CPE, both are referenced in this report. Reviewing the post -construction report it was noted the September survey more accurately represents as -built information for shoreline change while the November survey more accurately represents as -built information for volume change. The majority of the analysis in this report utilizes the November survey with the exception of monuments R-17 to R-21 not surveyed in November, and a portion of the shoreline change summary at the end of the report. The information from the October 2006 Collier County Beach Nourishment Post -Construction Engineering Report is included in Appendix E. V. ANALYSIS DESCRIPTION The volume and shoreline change for Vanderbilt, Park Shore, and Naples Beaches are presented in four analyses summarized as follows (A, B, C, and D) and further described below. A. Shoreline Change. B. Volume Change over the active portion of the beach profile. C. Volume Change over the upland portion of the beach profile. D. Advance Nourishment losses. The analysis was conducted utilizing the surveys listed in this report. It is important to note, there may have been sand placed on individual parcels between surveys analyzed in this report under the emergency post -Ian permits in accordance with the State issued Emergency Final Order. A & B. Shoreline & Volume Change (Active Beach Profile) Project limits for this report were based on the monument range information provided in Table 4 and are illustrated in Figures 3a through 3c, comparing the horizontal limits of the beach fill for the 2006, 2013, 2014, 2016, 2019, 2020, 2021 and 2023 projects. Vanderbilt Beach/Pelican Bay and Park Shore Beaches were each nourished by one continuous fill operation in 2006. The fill was "segmented" in 2013 so the truck haul program could incrementally address the area(s) in most need of fill. The same was done in 2016, and no fill was placed from 2014-2015 or 2017-2019 on Vanderbilt and Pelican Bay Beaches. Park Shore Beach was nourished from October to December 2019 with one continuous fill template. Naples Beach was nourished with a segmented fill in 2013 and 2014 to address hot spots, while no fill was placed from 2015-2019. Erosion control structures were constructed along the south side of Doctors Pass in 2018 to address an area of chronic erosion, and this northern portion of Naples Beach was nourished with a continuous template spanning from the Doctors Pass south jetty to R-60 in late 2020. Again in November 2021 to January 2022 Vanderbilt, Pelican Bay and Naples Beach were nourished, one fill segments for each beach. Most recently the 2023 emergency berm project placed sand on the upland in all sections of the project area: Vanderbilt, Pelican Bay, Park Shore and Naples Beach. South Naples Beach portion of the emergency berm project is scheduled for late 2023. In addition to the nourishment projects, inlet dredging and disposal projects at Wiggins, Clam, and Doctors Pass were conducted as referenced in Table 2b; all three passes were dredged in 2022. 5 Although considered continuous for report purposes, the 2021 Vanderbilt Beach project fill template has a break at R-24. See Figure 3a. 9 Packet Pg. 163 8.A.2 A Design Standard beach width (shown in the last column of Table 4) and a corresponding fixed Baseline (shown in Figures 3a through 3c) were established in 2003. The Baseline was set at the seawall, edge of vegetation, building line or equivalent, at each monument, and the beach width was determined by the distance from the Baseline to the mean high water elevation of +0.33 NAVD (+1.61 NGVD) at each DEP reference monument. The May 2023 mean high water line (MHWL) and 2003 Baseline are shown in Figures 3a-3c. This dry sandy beach width, including the dunes and vegetation, was then compared to the Design Standard for each project area. (The distance from the monuments to the Baseline is shown in Table 5.) Although the 2003 Baseline runs throughout the entire monitoring area from monument R-17 south to R-84 the Design Standard only applies to those critically eroded beaches within the 2005/2006 original permitted project area as shown in Table 4. Table 4. Project Monument Range Project Area Beach North Limit of Project (Monument) South Limit of Project (Monument) Design Standard (Ft) Vanderbilt R-22 R-32 100 Pelican Bay R-32 R-37 100 Clam Pass Park* R-42 R-43.3 85 North Park Shore R-44 R-48 85 Park Shore R-48 R-54 85 Naples R-58A R-79 100 *The beach in Clam Pass Park from R-42 south to R-43.5 was added in 2017 and was not part of the original project design. Appendix F presents information for the beach width measured from the Baseline to the MHW for each year from 2005 (pre -construction) to the most recent survey conducted in May 2023. A tabular summary is shown at the beginning of the appendix followed by information for each monument located within the monitoring area. Monuments not included in the project monument range shown in Table 4 will not include the 2003 Baseline on the associated graph. 10 Packet Pg. 164 FIGURE 3a: FILL LIMITS FOR VANDERBILT & PELICAN BAY BEACH (NO FILL PLACED IN 2014, 2015, 2017-2020, 2022) MAY 2006 DECEMBER 2013 DECEMBER 2016 DECEMBER 2021 (CONSTRUCTION R-22 (CONSTRUCTION R-22 (CONSTRUCTION "R-22 (CONSTRUCTION - R-22 FROM 1/2006 FROM 1012013 I FROM 1112016 I FROM 1212021 TO 512006) I TO 112014) I TO 1212016) I TO 112022) I' R-23 In R_23 I" R-23 R-23 I I'R-24 I I�R-24 I ,R-24 �R-24 I 13 R-25 I I 1, R-25 I I 13 R-25 I I ' R-25 I 1'R-2 I I"R-2 I I'R-26 I 1'R-26 I ' R-27 I ' R-2 R-27 ' R-27 I 'R-28 I I'R-28 I 'R-28 I I'R-28 *2012 11,000 CY I ' R-29 I I ' R-29 I I '' R-29 I ' R-29 1 I3R-30 I'R-30 I'R-30 R-30 R-31 FILL LIMITS (2 SEGMENTS) I 1 R— I 1' R-32 I 1] R-32 I I I' R-32 I I R-32 R-33 I R-33 1' R-33 I 1' R-33 I I R-34 1] R-34 R-34 13 1' R-34 I R_35 I I I R-35 I I R_35 I I o R-35 I I 13 R-36 I I R-36 I R-36 ] R-36 FILL LIMITS 1 I (1 SEGMENT) ] R-37 bVLJ mnn� ] R-37 FILL LIMITS 1 (2 SEGMENTS) R-37 1 FILL LIMITS (3 SEGMENTS) 1 R-37 ASELINE R— 38 NOTES: 1. EXHIBIT FOR R— 38 - —/ ,/2023 MHWL 1 R— 38 i 2023 MHWL 1 R_3 8 ILLUSTRATIVE 1 I PURPOSES ONLY. ] R-39 APPROX. FILL LOCATIONS MAY NOT PRECISELY R — I 39 ` R— 3g R-3 9 *EMERGENCY FILL DEPICT POST CONSTRUCTION YEAR / QTY. CONDITIONS. R-40 2. AERIAL IMAGES COURTESY OF THE R-40 R-40 R-40 e� 1 PROPERTY APPRAISER'S OFFIC rrr 'I O R-41 ARE DATED DECEMBER 2022. 10 R-41 R_41 a Packet Pg. 165 FIGURE 3o: FILL LIMITS FOR VANDERBILT & PELICAN BAY BEACH (NO FILL PLACED IN 2014, 2015, 2017-2020, 2022) DECEMBER 2021 JUNE 2023 (CONSTRUCTION J R-22 (CONSTRUCTION R-22 FROM 1212021 FROM 4/2023 TO TO 1 /2022) I 612023) R-23 R-23 R-24 1 It R-24 R-25 1 qV R-25 ' R-261 lit R-2 PORTION OF PAGE INTENTIONALLY BLANK i R-27 R-27 SPACE FOR FUTURE PROJECTS R-28 R-28 I R-29 R-29 NOTES: 1. EXHIBIT FOR ILLUSTRATIVE PURPOSES ONLY. APPROX. FILL LOCATIONS MAY NOT PRECISELY DEPICT POST CONSTRUCTION CONDITIONS. 2. AERIAL IMAGES COURTESY OF THE PROPERTY APPRAISER'S OFFICE ARE DATED DECEMBER 2022. R-30l if R-3 R-31 1 11 R-31 r R-32 1?-32 r R-331 V-33I c a� I ] R-34 R-34 R-35 R—,T5 M I N R-36. R-36 0 � a FILL LIMITS I FILL LIMITS (3 SEGMENTS) D R-37 (1 SEGMENT) R-37 0 I }I a 5/2023 MHWL I R— 5/2023 MHWL I R— I 38 I 38 R-39 R-39 I 0R-40 R-40 1 R-41 Packet Pg. 166 FIGURE 3b: FILL LIMITS FOR PARK SHORE BEACH (NO FILL PLACED IN 2014-2015 OR 2017-2018 OR 2020-2022) MAY 2006 DECEMBER 2013 DECEMBER 2016 NOVEMBER 2019 R-39 �iR-39 :iR-39 ll R-39 (CONSTRUCTION FROM (CONSTRUCTION FROM (CONSTRUCTION FROM (CONSTRICTION FROM 112006 TO 512006) 1012013 TO 112014) 111201 TO 1212016) 1012019I1TO 1112019) o R-40 o R-40 i EIR-40 i El R-40 � ❑*�02411 3.9K 2020-22 R-41 I o R-41 ' o R-41 REGRADE AREA R-42 11 R-42 i R-42 Ei R-42 *2007 21 K° r *2013 9.6K 2016 14.5K *2017 2.5K �� R-43 R-43 �] R-43 R-43 *2018 8.2K �R-44 R-44 R-44 I R-44 I I R-45 I I I R-45 I I R-45 I I I o R-45 I I R-46 **2012 T I I R-46 I I R-46 I I R-46 7,800 CY IR-47 R-47 r R-47 R-47 I I I R-48 I I I:j R-48 I [R-48 I I I I R-48 I I I I R-49 I I I I R-49 I I I I R-49 I I I� R-49 I I I i T-50 I —50 iI I —50 II iI TiI I i —50 II iR-51 I�iR-51 I Il iR-51 I iR-51 � R-52 iiR-52 ci R-52 o R-52 FILL LIMITS (1 I FILL LIMITS (2 I FILL LIMITS (2 FILL LIMITS (1 SEGMENT) R-53 SEGMENTS) o R-53 I SEGMENTS) o R-53 II SEGMENT) o R-53 / ITI IT1I IT-54 IT-54 [IT-54 7-54 *DREDG NOIiiU-55 1. EXHIBIT FOR iiU-55 iiU-55 iiU-55PROJECT (YEAR/QTY.) ILLUSTRATIVE PURPOSES ONLY. I ! r *EMERGENCY FILL I �R-56 APPROX. FILL LOCATIONS MAY NOT PRECISELY DEPICT I �R-56 I �R-56 II I :iR-56 POST CONSTRUCTION CONDITIONS. EIT-5 2. AERIAL IMAGES I OT-5 I IT-5 I ET-5 COURTESY OF THE PROPERTY APPRAISER'S I OFFICE ARE DATED ,� it DECEMBER 2022. a Packet Pg. 667 FIGURE 3b: FILL LIMITS FOR PARK SHORE BEACH (NO FILL PLACED IN 2014-2015 OR 2017-2018 OR 2020-2022) 8.A.2 NOVEMBER 2019 JUNE 2023 �II R-39 R-39 (CONSTRICTION FROM (CONSTR�ccTION FROM 1012019 TO 1112019) 412023 612023) o R-40 i o R-40 I ' P o R-41 o R-41 M N Ei R-42 I R-42 O a� R-43 R-43 PORTION OF PAGE INTENTIONALLY BLANK Q in R-44 R-44 SPACE FOR FUTURE r PROJECTS E I ii R-45 R-45 0 I 0 I I R-46 R-46 I a I I y I:,R-47 I R-47 I:i R-48 I R-48 N I I I I N R-49 I R-49 T I I I I i T-50 I I T-50 I I a I a IjR-51 R-51 M N o R-52 R-52 0 FILL LIMITS (1 FILL LIMITS (1 SEGMENT) o R-53 SEGMENT) R-53 I 0 I U I7-54 T-54 a NOTES: 1. EXHIBIT FOR I iiU-55 I U-55 ILLUSTRATIVE r PURPOSES ONLY. APPROX. FILL I _ I LOCATIONS MAY NOT PRECISELY DEPICT R-56 ] I �' R-56 POST CONSTRUCTION CONDITIONS. 2. AERIAL IMAGES COURTESY OF THE I �T-5 d„ I �T-5 ✓ PROPERTY APPRAISER'S 1 OFFICE ARE DATED DECEMBER 2022. Packet Pg. 168 FIGURE 3c: FILL LIMITS FOR NAPLES BEACH (NO FILL PLACED ON THE BEACH FROM 2015 TO 2019) MAY 2006 DECEMBER 2013 DECEMBER 2014 DEC 2020 & 21 CONSTRUCTION: (CONST. FROM (CONST. FRO 2020 PROJECT 112006 TO R-58A 1012013 TO R-58A (CONST. R-58A (1112020 TO R-58A 512006) 112014) N FROM 12 2020) O R-58 111R-58 1112014 TO 11R-58 11R-58 I I 1212014) 1 2021 PROJECT (1212021 TO *2010 R-59 I R-59 3 R-59 112022) R-59 *I *2018 3,000 CY I 5,800 CY 2020 FILL *2011 I I NEARSHORE LIMITS 22,400 CY o R-60 '2023 MHWL R-60 R-60 (1 SEGMENT) ❑ R-6 **2013 44,000 CY I <I }*4/2022 o R-61 ❑ R-61 **2018 25K CY ❑ R-61 DOCTORS PASS I o R-61 NEARSHORE DISPOSAL *2012 I'T-62 I IT-62 + 3T-62 I IT-62 12,000 CY �R-63 �R-63 �R-63 DR-63 2021 FILL D R-64 I ��R-64 I I D R-64 I LIMITS (1 SEGMENT) � R-64 T-65 k T-65 T-65 T-65 FILL LIMITS I FILL LIMITS I FILL LIMITS I (1 SEGMENT) (3 SEGMENTS) (5 SEGMENTS) OR-66 i OR-66 i 1R-66 OR-66 5/2023 I D R-67 I D R-67 5/2023 , R-67 5,12023 - fl � R-67 MHWL I I MHWL MHWL DR-68 �R-68 DR-68 OR-68 NOTES: 1. EXHIBIT FOR ILLUSTRATIVE PURPOSES I' T-69 T-69 D T-69 D T-69 ONLY. APPROX. FILL LOCATIONS MAY NOT I' R-70 I D R-70 I R-70 � R-70 PRECISELY DEPICT POST CONSTRUCTION CONDITIONS. I D R-71 I D R-71 I�, R- 71 D R-71 2. AERIAL IMAGES CURTE OF THESY I °R-72 IjR-72 OR-72 13R-72 PROPERTY APPRAISER'S OFFICE ARE DATED I R-73 i "R-73 11 R-73 I R-73 DECEMBER 2022. *EMERGENCY -JR-74 .. i-JR-74 i-j R-74 -j R-74 FILL **DREDGE OR-75 13R-75 13R-75 OR-75 PROJECT I (YEAR/QTY.) I -4 DR-76 I,�R-76 13R-76 I,jR-76 IDR-77 I'DR-77 1JR-77 IOR-77 R-78 I R-78 D R-78 I R-78 R-79 R-79: 15 R-79 .= a Packet PEl 6:9 FIGURE 3c: FILL LIMITS FOR NAPLES BEACH (NO FILL PLACED ON THE BEACH FROM 2015 TO 2019) DEC 2020 & 21 JUNE 2023 CONSTRUCTION: CONSTRUCTION 2020 PROJECT R-58A FROM 412023 R-58A (1112020 TO TO 612023 1212020) o R-58 cl R-58 2021 PROJECT (1212021 TO 112022) R-59 R-59 2020 FILL I LIMITS N (1 SEGMENT) °R-60 i R-60 N **4/2022 DOCTORS PASS I OR-61 I OR-61 E E PORTION OF PAGE DISPOSAL I I a INTENTIONALLY BLANK in jlil 1 T-62 1 T-62 SPACE FOR FUTURE r PROJECTS E �R-631 AIDR-6,31 E 2021 FILL LIMITS (1 SEGMENT) "2023 — MHWL NOTES: 1. EXHIBIT FOR ILLUSTRATIVE PURPOSES ONLY. APPROX. FILL LOCATIONS MAY NOT PRECISELY DEPICT POST CONSTRUCTION CONDITIONS. 2. AERIAL IMAGES COURTESY OF THE PROPERTY APPRAISER'S OFFICE ARE DATED DECEMBER 2022. *EMERGENCY FILL **DREDGE PROJECT (YEA R/QTY. ) 2023 FILL — LIMITS D R-64 (1 SEGMENT) IT-65 OR-66 D R— 67 512023 MHWL O R-68 0 T-69 � R-70 R-71 �R-72 R-73 Y�R-74 OR-75 I I I,�R-76 I o R-77 I R-78 I R-6z T-65 rn � R-67 ti w N (R-68 U T-69 °- cC C R-70 a� I G Iu<0 R-71 Cl) �R-72 ,Nd. I I R-73 I � d R-74 E 11OR-75 I a R-76 I R-77 R-78 Packet Pg. 170 1 8.A.2 Relative shoreline and volumetric change were determined for the surveys conducted in 2005, 2006, 2014 (South Naples), 2020 (Park Shore), January 2022, and the most recent surveys in November 2022 and May 2023 for this analysis.6 Shoreline change is the distance between the mean high water elevation for different surveys while volumetric change compares the change in the volume of sand between surveys (by convention positive values indicate accretion and/or beach fill and negative values indicate erosion). The nearshore limit used for the determination of the volume of sand was the Baseline while the offshore limit was the -11.3 NAVD (-10.0 NGVD) approximate depth of closure' (DOC) used in previous monitoring reports. Alterations in the DOC were made as appropriate to account for unusual volumetric changes occurring such as movement of the nearshore bar causing significant change beyond the previously used DOC. The effective distance used to compute volume is the distance along the beach between beach profiles, and is consistent with those used in the October 2006 CP&E Post -Construction Engineering Report shown in Appendix E.$ The volumetric change was computed utilizing the average end area method. Table 5 shows the distance from the DEP reference monument to the shore -normal limits used for the volumetric analysis determined by the Baseline and the estimated DOC. These volumetric limits are also shown graphically on the beach profiles provided in Appendix D-2. Shoreline change is shown in Tables 6a, 7a and 8a. The volumetric changes discussed in this report (and shown in Tables 6b, 6c, 7b, 7c, 8b, 8c, and 9b) are not representative of design quantities for future beach renourishment projects; they are rather an indication of erosion or accretion occurring since the previous renourishment within the monitoring area. Design quantities for fill projects consider other factors as well as erosion or accretion, including but not limited to the existing beach width, advance nourishment requirements, consider sea level rise, predicted erosion prior to construction, storm losses, tapers, gaps, berm height, and design life. The November 2005 pre -construction survey and June 2006 post -construction survey document changes to the beach profiles before and after construction. Consequently, there can be significant differences between the as -built quantities and the quantity computed from the 2005 and 2006 monitoring surveys. As -built volumes are based on interim surveys conducted during construction usually for the determination of acceptance sections and related payment on nourishment projects. Payment for truck -haul projects is typically based on truckloads of sand or truck tickets. Iq 6 The beach widths and volumes for the December 2014 survey are only shown for the portion of Naples Beach excluded from the 2021 project. The December 2019 survey was excluded from the volume change analysis and associated shoreline change shown in Tables 7a and 7b due to the limited scope of the post fill survey data. 7 Depth of closure (DOC) in coastal engineering terminology typically means the depth beyond which no change in bottom elevation is seen from normal coastal processes measured by monitoring surveys. The depth of -11.3 feet NAVD was established early as part of the monitoring of Collier County beaches. There are cases of sand accumulation or loss beyond -11.3 feet NAVD and in those cases the analysis is extended further offshore to ensure analysis of data within profile closure. 8 Exceptions include fill template taper locations at the ends of fill segments. 17 Packet Pg. 171 8.A.2 Table 5. Shore Normal Limits for the Volumetric Analysis Distance Distance Distance Distance DEP from from DEP from from Ref. Monument to Monument to Ref. Monument to Monument to Mon. Basline Closure Depth Mon. Basline Closure Depth ID (Ft) (Ft) ID (Ft) (Ft) Wiggins Pass R-51 R-52 30 80 600 700 R-17 187* 600 R-18 * 100 600 R-53 79 700 R-19 50 600 T-54 18 700 U-55 10 600 R-20 44 600 R-21 50 600 R-56 T-57 55 100 700 800 R-22 30 600 Doctors Pass R-23 -6 600 R-58A 40 * 800 R-24 20 600 R-25 23 600 R-58 159 800 R-26 20 600 R-59 25 500 R-27 0 600 R-60 85 700 R-28 -15 600 R-61 185 800 R-29 29 600 T-62 8 800 R-30 33 600 R-63 54 700 R-31 35 600 R-64 68 700 R-32 55 600 T-65 20 700 R-33 45 600 R-66 100 800 R-34 40 600 R-67 50 800 R-35 66 600 R-68 52 900 R-36 46 600 T-69 57 900 R-37 65 700 R-70 R-71 50 70 900 800 R-38 62 700 R-39 53 700 R-72 110 800 R-40 78 700 R-73 0 800 R-41 80 800 R-74 R-75 R-76 65 135 30 800 1,000 900 Clam Pass R-42 84 700 R-43 46 700 R-77 R-78 84 40 900 900 R-44 49 700 R-45 73 700 R-79 -10 900 R-80 0 900 R-46 72 600 R-47 34 600 R-81 -20 800 R-48 36 600 R-82 10 800 R-49 35 600 R-83 70 800 T-50 19 600 R-84 0 700 Light and dark shaded portions of chart represent 2005/2006 project area. • Dark shaded portion of chart represents the 2023 emergency berm project area. Monuments R-17 and R-18, adjacent to Wiggins Pass, are in a highly dynamic area and the landward limits were adjusted accordingly to measure changes along the active beach profile to 20 and 80 feet respectively; similarly, with R-58A adjacent to Doctors Pass the distance was adjusted to 0 feet for the analysis. Q 18 Packet Pg. 172 8.A.2 Figure 4a shows a typical beach profile comparison for surveys conducted in 2005, 2006, January 2022, and most recently in November 2022 and May 2023 with the elevation (referencing the NAVD vertical datum) on the vertical axis and the distance from monument (in feet) on the horizontal axis. The bounds of the shore -normal limits for the volume analysis described in Table 5 along with the corresponding beach widths and Design Standard width are depicted. The area of change at this monument from the January 2022 to November 2022 survey, denoting accretion, and erosion, averaged with the area of change at each adjacent monument is multiplied by the distance between the monuments to obtain the net volume change between adjacent monuments. Although the beach width is an indicator considered for nourishment requirements, changes in bathymetry such as a temporary shift in the nearshore bar due to weather conditions possibly combined with elevated water levels, or other factors such as seasonal changes as shown in Figure 4a are quantified as volumetric change and analyzed in conjunction with shoreline change. Figure 4a. Typical Beach Profile Comparison SHORELINE CHANGE (LOSS) FROM 7112022 TO 5/2023 5/2023 DISTANCE ABOVE DESIGN STANDARD WIDTH OR ADVANCE FILL REMAINING 5/2023 EMERGENCY BERM 0 2005 PRE -CON BEACH WIDTH p DESIGN STANDARD -S REACH WIDTH 5/2023 BEACH WIDTH I12O21 -10 BEACH WIDTH W 6/2006 POST -CONSTRUCTION BEACH WIDTH -rs W W EXTi W SURVEY LEGEND 2005 PRE -CONSTRUCTION 2006 POST -CONSTRUCTION �- 2022-01 MONITORING 2022-I1 POST-IAN 2023-05 POST -CONSTRUCTION ® f/2O22-1112022 OFFSHORE ACCRETION ® 112022-1112022 UPLAND EROSION - - - ^ - - 0.33` 6!AVO1MNW) �1112O22 ACCRETION (POST-IAN SHIFT IN PROFILE) NEARSHORE BAR DEPTH OF CLOSURE N OF VOLUME ANALYSIS FOR ENTIRE PROFILE - BASELINE TO DEPTH OF CLOSURE (DOC)� 260 400 600 DISTANCE SEAWARD OF MONUMENT (FT.) 19 Packet Pg. 173 8.A.2 Figure 4b is a schematic depiction of the elements involved in the analysis of shoreline and volume change in this report. (This particular case shows a beach width greater than the Design Standard.) Two adjacent DEP reference monuments and associated monitoring azimuths are shown along with the Baseline, Design Standard width (85 or 100 feet), mean high water line, and approximate DOC. Also shown are comparative beach profiles at the adjacent monuments and the associated area change between the monitoring surveys to be compared. Shoreline change is the difference in the "Distance from the Baseline to MHWL" for different monitoring surveys. Volumetric change, determined by the formula shown (at the bottom of the figure) for the average end area method, utilizes the cross sectional area change for different monitoring surveys at adjacent monuments and the length of beach between those monuments. The comparative profiles are analyzed at a minimum offset from the Baseline to the approximate DOC as shown in the figure and Table 5. Figure 4b. Schematic Diagram for Typical Shoreline and Volumetric Analysis - _ O IIV • -- ____ BASELINE • _ P `�G MEAN HIGH WATER LINE-(MHWL) - nQ LENGTM OF nr. .. OR 'COMPARATIVE BEACH PROFILES AND Q� ASSOCIATED AREA CHANGE Quo � o OAP G`� (AREA - - - - _ APP_RO_XIMA_TE DEPTH 5URE l +AREA OF CL0 2)�2 X EFFECTIVE SURE = VOLUM------ E CHANGE III Nil,l-� �A k I I-\III\blHti NOTE. DESIGN STANDARD CAN BE 85' OR 100' DEPENDING ON THE LOCATION. EXHIBIT IS TYPICAL AND ACTUAL DISTANCES VARY. 20 Packet Pg. 174 8.A.2 C. Volume Change (Upland Beach Profile) The Design Standard used for the Collier Beach Project pertains to the upland portion of the beach without consideration to changes in the nearshore as shown in Tables 6b, 7b, and 8b containing volumetric changes offshore to the DOC. In order to isolate upland volumetric changes to complement the information provided by changes in beach width, the limits of the volumetric analysis were computed between the 2003 Baseline and the MHWL for the area above the MHW elevation. Figure 4c shows a typical cross section containing three beach profiles: The January 2022 pre -Ian monitoring, November 2022 post -Ian monitoring, and May 2023 post emergency berm surveys. The upland volume change for the period from the January 2022 to the November 2022, representing the impact of Hurricane Ian, is shaded in light gray. The upland volume change from January 2022 to May 2023, comparing the pre -Ian to the post emergency berm construction survey, is shaded in dark gray, while the line hatching shows the changes from the post -Ian 11/2022 survey to May 2023 post emergency berm construction. Similarly, upland volume change was calculated for surveys from 2005 through 2023, analyzed for the monitoring area, and shown in Tables 6c, 7c, and 8c. Negative values indicate volumetric losses or erosion. Figure 4c. Beach Profile Showing Shoreline and Volumetric Accretion SURVEY LEGEND — 2022-0f MONITORING — 2022-11 POST -PAN MONITORING 2023-05 POST EMERGENCY BERM _ 112022 TO 512023 UPLAND VOLUME GAIN 0 112022 TO 1112022 UPLAND VOLUME LOSS ® 1112022 TO 512023 UPLAND VOLUME CHANGE --- ___— — — — — — — — — — — — — — — — — P.33'NAY01M�- p ^-- 5J2023 POST -CONSTRUCTION BEACH WIDTH -5 11/2022 POST-IAN BEACH WIDTH -to 1/2022 w MONITORING DEPTH OF CLOSURE BEACH WIDTH w z -15 W H a 200 400 600 DISTANCE SEAWARD OF MONUMENT (FT.) 21 Packet Pg. 175 8.A.2 D. Advance Nourishment Losses Advance nourishment is the amount of fill placed seaward of the Design Standard width. This sand is placed to maintain the Design Standard width as sand erodes from the beach over time in `advance' of the Design Template. Figure 4d shows the October 2019, December 2019, November 2022 surveys as well the May 2023 post emergency berm survey for a typical cross section located within the Park Shore fill template. The fill placed seaward of the Design Standard width, as shown by the December 2019 profile, represents the advance fill, while the November 2022 and May 2023 show the advance fill remining after Hurricane Ian and the subsequent emergency berm project. Tables 6d, 7d, and 8d show the post -construction width of the beach in June 2006, December 2014 or December 2019 (the last continuous fill template constructed south of the Naples Pier and Park Shore, respectively) and the January 2022 and May 2023 beach widths. Erosion into the fill template is noted along with the amount of beach width remaining above the Design Standard of 85 or 100 feet. Profiles within the tapered portion of the fill template, graded to transition with the existing adjacent beach, were not included in the analysis. Figure 4d. Typical Beach Cross Section ADVANCE FILL PLACED IN 2019 SURVEY LEGEND ADVANCE FILL REMAINING IN 2022 2019-10 PRE -CONSTRUCTION 2019 PRE -CON DISTANCE — 2019-12 POST -CONSTRUCTION BELOW DESIGN STANDARD — 2022-11 POST-IAN 2023-05 POST EMERGENCY -BERM 0 — — — — — — — — d 33' NAVQM�— PRE--CONSTRUCTION BEACH WIDTH DESIGN STANDARD a -5 BEACH WIDTH x 512023 POST -CON BEACH WIDTH w10 1112022 POST-IAN BEACH WIDTH 1212019 _I5 POST -CONSTRUCTION BEACH WIDTH L. 200 400 DISTANCE SEAWARD OF MONUMENT (FT.) 600 Other than the recent 2023 emergency berm project, Vanderbilt, Pelican Bay and the majority of Naples Beach were nourished in December 2021, Park Shore was last nourished in December 2019, North Naples Beach (R-58A to 60)9 in December 2020, and south Naples Beach in December 2014 (R-75 to R-79). Tables 6d, 7d, and 8d compare post -construction beach widths for Vanderbilt, Pelican Bay and Naples Beaches. Beach widths less than the Design Standard are noted. 9 During construction, Tropical Storm Eta impacted the project area, causing a stoppage of work on November 7th, 2020. Impacts from the storm included redistribution of some of the previously placed fill above the permitted template and corresponding tolerance limits along the north end of the project. Once construction activities resumed on November 16, 2020, the fill was graded and redistributed to meet the design template and additional fill was placed to address the storm impacts. Source: Completion and Certification by Taylor Engineering, January 13, 2021. 22 Packet Pg. 176 8.A.2 In the following sections of this report, corresponding values between those shown in the Tables and report text are highlighted in blue for ease of reference. The volumes in cubic yards (CY) shown in the tables were rounded to the nearest value of 10, distances are shown in feet rounded to the nearest whole number. VI. ANALYSIS Vanderbilt Beach & Pelican Bay Beaches This portion of Collier County bounded on the north by Wiggins Pass (between R-16 and R-17) and to the south by Clam Pass (between R-41 and R-42) was renourished as part of the Collier Beach project in 2013, 2016, 2021 and 2023 as shown in Figure 3a. Nourishment history for the monitoring area from 2005 to the present is shown in Table 2b; recently the following projects were conducted within the reach: • In March 2022 approximately 26,000 (of a total of 66,000) cubic yards of sand dredged from Wiggins Pass was placed south of the inlet on the beach between monuments R-18 to R-20. • In March/April 2022 sand dredged from Clam Pass was placed north and south of the pass; approximately 15,000 cubic yards north of the inlet to R-40. • Vanderbilt Beach was nourished with approximately 42,000 (42,100), and Pelican Bay Beach 27,500 cubic yards (27,500) of truck hauled sand from April to May 2023 to create an emergency berm. Table 6a shows the beach width from the Baseline at each monument for the 2005 pre -construction, 2006 post -construction, January 2022 monitoring, and the most recent monitoring surveys conducted in November 2022 and May 2023. The table also shows the corresponding average beach width for the four different reaches between Wiggins and Clam Pass, denoted as; Delnor-Wiggins, Vanderbilt Beach, Pelican Bay Beach, and North of Clam Pass. Table 6b shows the as -built volumes for the 2006 through 2023 nourishment projects as well as the volume change along the entire profile from the Baseline to the DOC.10 Table 6c shows the upland volume change or the volume change above the MHWL, while Table 7d shows the advance nourishment remaining for the monuments located within the 2006 project continuous fill template. The reach south of Wiggins Pass in Delnor-Wiggins State Park from monument R-17 to R-21 was nourished in 2022 with 26,000 cubic yards (26,000) of sand dredged from Wiggins Pass and subsequently placed on the beach between R-18 to R-20. Dynamic beach widths near the inlet at R-17 and R-18 (-112, 77) are below the Design Standard to the south of 100' as well as the beach at monument R-21, 7 feet below the Design Standard (93). Considering the entire profile, from the baseline to the DOC, the only reach from Wiggins to Clam Pass losing volume since the 2006 project was the dynamic reach from R-17 to R-18 (-38,410). The majority of the volumetric gain, due to the effect of Hurricane Ian, was in the offshore portion of the profile. Upland losses, above the MHWL, since Hurricane Ian are throughout the reach totaling 4,600 cubic yards (4,600). Excluding the losses at R-17, the reach has an average beach width of 108 feet. 10 The May 2023 upland post -construction survey does not include the entire beach profile and was consequently excluded from this portion of the analysis. 23 Packet Pg. 177 8.A.2 Vanderbilt Beach represented by monuments R-22 south to R-32 was recently nourished with approximately 42,000 cubic yards (42,100) of sand as part of the emergency berm project placed upland of MHW. Beach widths are generally greater than the Design Standard of 100 feet with the exception of R-27, 5 feet below the standard (95), losing 28 feet (-28) after the November 2022 survey due to post -storm equilibration of the beach. Volumetric losses are also evident in the vicinity of R-27, considering changes along the entire profile from the Baseline to the DOC (-180) as well as above the MHWL (-5,740). In spite of the losses at R-27, the Vanderbilt Beach reach from R-22 to R-32 has an average width of 117 feet, 17 feet above the Design Standard, maintaining an average of 18 feet (18) in advance nourishment; volumetric gain over the entire profile in 2022 (32,080), notable on the profiles provided in Appendix D-2, and moderate volumetric losses in the upland since January 2022 survey (-3,420). Vanderbilt Beach retained over 248,000 cubic yards (248,250) of the fill placed from 2005 to 2023 totaling almost 365,000 cubic yards (130,460+234,280) or approximately 68%, although some of the sand may be attributed to beach adjustment and spreading of sand from Delnor-Wiggins State Park. Pelican Bay Beach represented by monuments R-33 south to R-37 was recently nourished with approximately 27,500 cubic yards of sand as part of the emergency berm project. The average beach width for the reach (92) is below the Design Standard of 100 feet, particularly monuments R-35 south to R-37 (87,81,89) having eroded into the design template. There was an average loss of 4 feet (-4) in advance nourishment for the entire reach. Volumetric changes from R-35 to R-37, upland of the MHWL, shows moderate losses (-800, -10) while changes along the entire profile, from the Baseline to the DOC, since January 2022 show gain (1,930, 5,440). Considering the Pelican Bay reach from R-33 to R-37 volumetric gain is evident: Changes along the entire profile in 2022 from the Baseline to the DOC show a gain of almost 22,000 cubic yards (21,830), notable on the profiles provided in Appendix D-2, while the upland gained 200 cubic yards (210) since Hurricane Ian as a consequence of the emergency berm project. Pelican Bay Beach retained over 97,000 cubic yards (97,230) of the fill placed from 2005 to 2023 totaling almost 129,000 cubic yards (47,990+80,760) or approximately 76%. The reach North of Clam Pass represented by monuments R-38 south to R-41 has beach widths ranging from 90 to 108 feet, and an average width of 100 feet meeting the Design Standard to the north of 100 feet. Upland volumes losses total almost 6,000 cubic yards (-5,970) in 2022 due to the effects of Hurricane Ian while changes along the entire profile for the same time period, from the Baseline to the DOC, show a gain of almost 38,000 cubic yards (37,810). 24 Packet Pg. 178 8.A.2 Table 6a. Shoreline Change R-17 thru R-41 (Vanderbilt, Pelican Bay, North Clam Pass) Beach Width from Baseline (Ft) Shoreline Change (Ft) DEP Design 2005 to 2006 to 1/2022 to 11/2022 to 11/2005 6/2006 1/2022 11/2022 5/2023 Mon. Standard 5/2023 5/2023 5/2023 512023 Wiggins Pass (Ft) R-17 51 77 -107 -112 R-18 - 97 108 56 77 R-19 - 111 99 104 43 0 t93 No Data No Data (2023) R-20 98 104 78 18 R-21 88 103 74 R-22 100 106 106 102 120 100 -6 -6 -2 -20 R-23 100 100 121 127 13IW111 11 -10 -16 -27 R-24 100 114 130 136 150 130 16 0 -6 -20 R-25 100 94 135 130 138 122 28 -13 -8 -16 R-26 100 109 148 149 151 134 25 -14 -15 -17 R-27 100 79 121 128 123 16 -26 -33 -28 R-28 100 96 138 139 131 112 16 -26 -27 -19 R-29 100 86 144 135 143 113 27 -31 -22 -30 R-30 100 109 142 142 143 121 12 -21 -21 -22 R-31 100 109 132 140 148 129 20 -3 -11 -19 R-32 100 107 138 120 133 116 9 -22 -4 -17 R-33 100 90 103 103 112 100 10 -3 -3 -12 R-34 100 80 103 106 111 101 21 -2 -5 -10 R-35 100 79 103 104 98 87 8 -16 -17 -11 R-36 100 81 96 88 88 81 0 -15 -7 -7 R-37 100 99 92 89 94 89 -10 -3 0 -5 R-38 - 106 87 94 102 R-39 97 93 86 90 No Data No Data (2023) R-40 71 80 72 101 R-41 104 108 110 108 Reach Clam Pass Average Beach Width (Ft) Average Shoreline Change (Ft) Delnor-Wiggins 89 98 41 64 - No Data (2023) R-17 to R-21 Vanderbilt Beach 101 132 132 138 117 16 -16 -15 -21 R-22 to R-32 Pelican Bay Beach 86 99 98 101 92 6 -8 -6 -9 R-33 to R-37 N. of Clam Pass 94 92 90 100 - No Data (2023) R-38 to R-41 Monitoring Area 94 112 100 110 109 13 -13 -12 -18 R-17 to R-41 • Shaded portion of chart represents 2005/2006 project area; darker shading represents the 2023 project area. • Beach widths shown in red are based on the March 2023 emergency berm pre -construction survey due to availability of post -construction survey information. 25 Packet Pg. 179 8.A.2 Table 6b. Volume Change R-17 through R-41 (Vanderbilt, Pelican Bay, North Clam Pass) As -Built Volume (CY) Volume Change (CY) DEP Reference Effective 2005 to 2010 to 2005 to 2006 to 1/2022 to Monument Distance (Ft) 2006 2012 2013 2016 2021 2023 11/2022 11/2022 11/2022 Wiggins Pass R-17 to R-18 1,003 -36,530 -38,410 8,660 R-18 to R-19 1,048 48,400 26,000 12,940 15,920 16,230 R-19 to R-20 1,029 (2007 ! 56,280 I (2018) (2022) i ----------------- 29,490 31,560 18,900 R-20 to R-21 1,030 ----------------- 20,160 18,280 17,700 R-21 to R-22 1,040 16,320 14,890 10,640 R-22 to R-23 968 4,520 11,250 10,060 2,560 R-23 to R-24 1,058 8,340 27,970 21,800 4,350 R-24 to R-25 1,083 13,700 31,230 19,770 6,870 R-25 to R-26 984 15,890 3,810 28,140 12,750 3,020 R-26 to R-27 994 18,430 18,240 35,470 77,340 42,100 28,930 12,240 -180 R-27 to R-28 1,195 22,520 11,000 15,900 31,920 13,970 790 R-28 to R-29 856 14,380 8,360 22,570 8,100 2,730 R-29 to R-30 1,029 14,660 8,090 23,550 8,180 3,990 R-30 to R-31 1,037 9,060 11,340 20,850 15,700 3,730 R-31 to R-32 1,006 8,960 2,630 21,840 13,070 4,220 R-32 to R-33 1,017 9,090 19,130 5,060 4,700 R-33 to R-34 1,027 10,880 1,440 27,500 24,900 10,630 6,690 R-34 to R-35 997 11,280 6,280 20,000 24,050 8,430 3,070 R-35 to R-36 999 12,990 13,600 8,500 17,540 3,270 1,930 R-36 to R-37 1,058 3,750 3,440 11,610 2,660 5,440 R-37 to R-38 977 9,080 7,360 5,930 R-38 to R-39 1,023 ----------------- 12,970 9,950 6,460 R-39 to R-40 1,010 (2017 & 20) 15,000 19,010 10,820 11,160 R-40 to R-41 1,012 10,400 6,900 (2022) 26,770 17,340 14,260 Total Volume Change (CY) Clam Pass Delnor-Wiggins - 130,680 42,380 42,240 72,130 R-17 to R-22 Vanderbilt Beach 130,460 234,280 248,250 135,640 32,080 R-22 to R-32 Pelican Bay Beach 47,990 80,760 97,230 30,050 21,830 R-32 to R-37 N. of Clam Pass - 32,300 67,830 45,470 37,810 R-37 to R-41 Monitoring Area 178,450 478,020 455,690 253,400 163,850 R-17 to R-41 • Shaded portion of chart represents 2005/2006 project area; darker shading represents the 2023 project area. • Volumetric change quantities are not representative of design quantities for future beach renourishment projects rather an indication of erosion (negative value) or accretion (positive value) in the monitoring area. 26 Packet Pg. 180 8.A.2 Table 6c. Upland Volume Change R-17 through R-41 (Vanderbilt, Pelican Bay, North Clam Pass) Upland Volume Change (CY) 2005 to 2006 to 1/2022 to 1/2022 to DEP Reference Monument 5/2023 5/2023 5/2023 11 /2022 Wiggins Pass R-17 to R-18 -1,310 R-18 to R-19 -180 R-19 to R-20 No Data (2023) 240 R-20 to R-21 -30 R-21 to R-22 -3,320 R-22 to R-23 1,590 610 -670 -3,250 R-23 to R-24 6,590 3,140 -480 -5,420 R-24 to R-25 8,710 3,710 1,450 -4,730 R-25 to R-26 8,560 2,190 360 -5,600 R-26 to R-27 8,340 1,150 -770 -5,740 R-27 to R-28 11,730 2,240 1,340 -5,510 R-28 to R-29 8,560 940 810 -4,450 R-29 to R-30 7,810 480 -1,130 -5,660 R-30 to R-31 5,450 1,700 -2,280 -6,210 R-31 to R-32 4,700 860 -2,050 -6,020 R-32 to R-33 5,190 450 310 -4,260 R-33 to R-34 6,530 1,700 1,030 -3,630 R-34 to R-35 6,490 830 -320 -4,570 R-35 to R-36 4,080 -1,170 -800 -4,240 R-36 to R-37 1,430 -830 -10 -2,940 R-37 to R-38 -2,610 R-38 to R-39 -2,770 No Data (2023) R-39 to R-40 -390 R-40 to R-41 -200 Total Volume Change (CY) Clam Pass Delnor-Wiggins No Data (2023) -4,600 R-17 to R-22 Vanderbilt Beach 72,040 17,020 -3,420 -52,590 R-22 to R-30.8 Pelican Bay Beach 23,720 980 210 -19,640 R-30.8 to R-37 N. of Clam Pass No Data (2023) -5,970 R-37 to R-41 Monitoring Area 95,760 18,000 -3,210 -82,800 R-17 to R-41 Shaded portion of chart represents 2005/2006 project area; darker shading represents the 2023 project area. 27 Packet Pg. 181 8.A.2 Table 6d. Advance Nourishment Remaining R-22 through R-37 (Vanderbilt, Pelican Bay) Beach Width Advance Nourishment Remaining Eroded into Monument 2006 1/2022 5/2023 2006 1/2022 5/2023 Design (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) Template R-22 106 102 100 Taper Taper R-23 121 127 111 21 27 11 - R-24 130 136 130 30 36 30 - R-25 135 130 122 35 30 22 - R-26 148 149 134 48 49 34 - R-27 121 128 95 21 28 -5 Yes R-28 138 139 112 38 39 12 - R-29 144 135 113 44 35 13 - R-30 142 142 121 42 42 21 - R-31 132 140 129 32 40 29 - R-32 138 120 116 38 20 16 - R-33 103 103 100 3 3 0 - R-34 103 106 101 3 6 1 - R-35 103 104 87 3 4 -13 Yes R-36 96 88 81 -4q@L -13 -19 Yes R-37 92 89 89 Taper Taper Average Vanderbilt Beach R-22 to R-32: 35 34 18 Average Pelican Bay Beach R-33 to R-37: 1 0 -4 "Taper" indicates a monument located with the fill template taper to the existing beach. Gray shading shows the most recent nourishment of the reach or the 2023 emergency berm extents. Park Shore and Clam Pass Beaches This portion of Collier County is bounded on the north by Clam Pass (located between R-41 and R-42) and to the south by Doctors Pass (located between R-57 and R-58A). It was renourished with sand as part of the Collier Beach project in 2013, 2016, 2019, and 2023 as shown in Figure 3b. Nourishment history for the monitoring area from 2005 to the present is shown in Table 2b; recently the following projects were conducted within the reach: In March/April 2022 sand dredged from Clam Pass was placed north and south of the pass; approximately cubic yards was placed south of the inlet to R-43. • In April to May 2023 approximately 46,000 cubic yards (15,000+30,90U) of truck -hauled sand were placed from R-44 south to T-57+500 to create an emergency berm. 28 Packet Pg. 182 8.A.2 Table 7a shows the beach width from the Baseline at each monument for the 2005 pre -construction, 2006 post -construction, March 2020, January 2022, and most recent surveys conducted in November 2022 and May 2023; along with the corresponding average beach width for the four different reaches between Clam Pass and Doctors Pass denoted as; South of Clam Pass, North Park Shore, Park Shore, and North of Doctors Pass. Table 7b shows the as -built volumes for the 2006 through 2023 nourishment projects as well as the volume change along the entire profile from the Baseline to the DOC, while Table 7c shows the upland volume change or the volume change above the MHWL. Table 7d shows the advance nourishment remaining for the monuments located within the 2006 and 2023 project continuous fill templates." Clam Pass County Park Beach represented by monuments R-42 and R-43, was nourished as part of the March/April 2022 dredging of Clam Pass, and has an average width of 79 feet, 6 feet below the 85-foot Design Standard, and has an average 17 foot (-17) loss since January 2022. The reach shows a relatively moderate gain of 3,000 cubic yards (3,070) of sand over the entire profile from the Baseline to the DOC, and a loss of 5,500 cubic yards (-5,510) above the MHWL since 2022. In spite of the erosion, the reach shows an average of 2 feet (2) in advance nourishment remaining. North Park Shore Beach represented by monuments R-44 south to R-48 was nourished as part of the 2023 emergency berm project with approximately 15,000 cubic yards of sand. The average width of the reach is 97 feet, a negligible change in width (-2) since January 2022, and all profiles in the reach have widths above the Design Standard width of 85 feet with the exception of R-44 having a width of 80 feet. Considering the changes along the entire profile, from the Baseline to the DOC, the volumetric change since January 2022 shows a gain of almost 18,000 cubic yards (17,700) due to changes along the nearshore bar, notable on the beach profiles provided in Appendix D-2. The volumetric change above the MHWL since January 2022 shows a gain of 2,200 cubic yards (2,180) due to the 2023 nourishment project. Although R-44 (80) at the north end of the project area eroded into the design template, the reach has an average advance nourishment remaining of 13 feet (13), no change in comparison to the January 2022 survey. The North Park Shore Beach was nourished with almost 202,000 cubic yards (27,710+174,200) of sand from 2005 to 2023 retaining over 114,000 cubic yards (114,060), or approximately 56%. Park Shore Beach represented by monuments R-49 south to R-54 was nourished as part of the 2023 emergency berm project with approximately 31,000 cubic yards (30,900) of sand. The average width of the reach is 99 feet, with a negligible average decrease of 1 foot (-1) since January 2022. All profiles in the reach have a widths above the Design Standard width of 85 feet with the exception of R-52 having a width of 69 feet (69). Considering the changes along the entire profile, from the Baseline to the DOC, the volumetric change in 2022 shows a gain of over 19,000 cubic yards (19,390) mainly due to changes along the nearshore bar, notable on the beach profiles provided in Appendix D-2. In spite of the 2023 nourishment, the volumetric change above the MHWL shows a loss of 7,000 cubic yards (-7,000) since January 2022 due to the significant upland losses as a result of Hurricane Ian. Although R-52, located near Horizon Way, eroded into the design template, the Park Shore Beach reach has an average advance nourishment remaining of 17 feet (17), one foot below the average for January 2022. This segment of beach was nourished with over 230,000 cubic yards (114,040+117,120) of sand from 2005 to 2023, retaining 195,000 cubic yards (194,680), or approximately 84%. 11 Monuments R-42 and R-43 were added to the permitted project scope in 2017. The December 2019 survey represents the immediate post -construction survey for the 2019 project and was used for this analysis in lieu of the March 2020 monitoring survey. 29 Packet Pg. 183 8.A.2 The beach north of Doctors Pass represented by monuments U-55 south to T-57 (adjacent to Doctors Pass) has an average beach width of 140 feet, a gain of 20 feet (20) since January 2022, and shows a net total volumetric gain of approximately 1,700 cubic yards (1,700) since January 2022 along the entire profile, from the Baseline to the DOC, likely due to changes in the nearshore bar in the shadow of the north jetty. In spite of the significant upland losses due to Hurricane Ian (-5,460) in 2022, the upland losses from January 2022 to May 2023 are relatively less significant (-550) due to the nourishment provided by the 2023 emergency berm project. Table 7a. Shoreline Change R-42 through R-57 (Clam Pass to Doctors Pass) Beach Width from Baseline (Ft) Shoreline Change (Ft) DEP Design 2005 to 1 2006 to 3/2020 to 1/2022 to 11/2022 to 11/2005 6/2006 3/2020 1/2022 11/2022 512023 Mon. Standard 5/2023 5/2023 5/2023 5/2023 5/2023 (Ft) Clam Pass R-42 85 103 96 108 101 73 89 -14 -7 -19 -12 16 R-43 85 66 52 66 90 93 68 2 16 2 -22 -25 R-44 85 72 84 91 95 95 80 8 -4 -11 -15 -15 R-45 85 76 66 132 97 90 88 12 22 -44 -9 -2 R-46 85 88 84 97 84 96 86 -2 2 -11 2 -10 R-47 85 104 115 116 121 127 124 20 9 8 3 -3 R-48 85 81 99 109 99 122 109 28 10 0 10 -13 R-49 85 98 96 104 92 115 112 14 16 8 20 -3 T-50 85 88 117 128 123 132 126 38 9 -2 3 -6 R-51 85 64 127 111 96 101 88 24 -39 -23 -8 -13 R-52 85 59 126 113 82 83 as 10 -57 -44 -13 -14 R-53 85 63 113 99 95 97 87 24 -26 -12 -8 -10 T-54 85 83 125 121 114 119 112 29 -13 -9 -2 -7 U-55 - 96 77 138 118 122 129 33 52 -9 11 7 R-56 102 91 145 119 131 141 39 50 -4 22 10 T-57 110 122 152 124 140 151 1 41 29 -1 27 11 Reach Doctors Pass Average Beach Width (Ft) Average Shoreline Change (Ft) S. of Clam Pass 84 74 87 95 83 79 -6 5 -9 -17 -5 R-42 to R-43 N. Park Shore Beach 84 90 109 99 106 97 13 8 -12 -2 -9 R-44 to R-48 Park Shore Beach 76 117 113 100 108 99 23 -18 -14 -1 -9 R-49 to R-54 N. of Doctors Pass 103 97 145 120 131 140 38 43 -5 20 9 R-55 to R-57 Monitoring Area 85 99 114 103 109 104 19 4 -11 1 -5 R-42 to R-57 • Light gray shading indicates permitted fill extents. • Dark gray shading shows the most recent nourishment of the reach or the 2023 nourishment extents. • R-42 and R-43 added to the project area as part of a 2017 permit modification. • Beach widths shown in red are based on the March 2023 emergency berm pre -construction survey due to availability of post -construction survey information. 30 Packet Pg. 184 8.A.2 Table 7b: Volume Change R-42 to R-57 (Clam Pass to Doctors Pass) As -Built Volume (CY) Volume Change (CY) DEP Reference Effective 2005 to 2010 to 2014 to 2005 to 2006 to 3/2020 to 1/2022 to a Monument Ran 9 Distance (FT) 2006 2013 2012 2016 2019 2023 11/2022 11/2022 11/2022 11/2022 Clam Pass R-42 to R-43 1,039 55,400 20,000 2,500i 17,100 24,210 9,680 3,070 R-43 to R-44 997 1,210 (2022) i 26,030 26,110 13,010 2,710 R-44 to R-45 1,048 9,710 23,280 24,030 2,690 1,580 8,480 7,800 R-45 to R-46 1,107 10,180 20,430 68,000 20,380 25,380 2,460 3,840 R-46 to R-47 974 10,040 2011 11,290 15,000 19,830 21,390 10,190 5,000 1,630 R-47 to R-48 933 9,190 1,240 1 24,540 20,180 10,490 4,570 R-48 to R-49 1,067 11,600 27,430 22,280 10,010 7,940 R-49 to T-50 1,086 11,610 32,160 22,920 6,820 5,450 T-50 to R-51 1,330 26,750 8,510 43,600 16,490 -330 40 R-51 to R-52 886 23,960 4,790 44,000 30,900 22,420 1,340 -3,790 390 9,760 R-52 to R-53 1,048 24,720 12,520 22,960 5,540 -1,550 4,130 R-53 to T-54 1,071 13,410 6,590 23,280 13,750 2,220 3,150 T-54 to U-55 1,047 1,990 50 22,830 19,090 -2,930 -1,710 U-55 to R-56 924 No Fill Placement (2005-Present) 19,590 22,030 -9,270 -2,280 R-56 to T-57 768 17,380 15,070 -4,480 3,980 Total Volume Change (CY) Doctors Pass South of Clam Pass " 77,900 17,100 24,210 9,680 3,070 Pass to R-43 North Park Shore Beach 27,710 174,200 114,060 117,090 38,840 17,700 R-43 to R-48 Park Shore Beach 114,040 117,120 194,680 101,410 10,450 19,390 R-48 to R-55 No Fill Placement (2005-2022) North of Doctors Pass 0 36,970 37,100-13,750 1,700 U-55 to T-57 Monitoring Area 141,750 369,220 362,810 279,810 45,220 41,860 R-42 to T-57 • Light gray shading indicates permitted fill extents. • Dark gray shading shows the most recent nourishment of the reach or the 2023 nourishment extents. • R-42 and R-43 added to the project area as part of a 2017 permit modification. • *20,600 cy, 2007; 9,600 cy, 2013; 14,300 cy 2016; 2,400 cy, 2017; 8,500 cy from R-42 to R-43.5. The 14,300 cubic yards placed from R-42 to R-43 was part of the 2016 Clam Pass project and not part of the 2016 truck haul project as - built volume. • Volumetric change quantities are not representative of design quantities for future beach renourishment projects rather an indication of erosion (negative value) or accretion (positive value) in the monitoring area. 31 Packet Pg. 185 8.A.2 Table 7c: Upland Volume Change R-42 to R-57 (Clam Pass to Doctors Pass) Upland Volume Change (CY) 2005 to 2006 to 3/2020 to 1/2022 to 1/2022 DEP Reference Monument Range 5/2023 5/2023 5/2023 5/2023 11/2022 Clam Pass R-42 to R-43 No Data (5/2023) -5,510 R-43 to R-44 No Data (5/2023) -3,940 3,860 4,350 7,110 -1,340 R-44 to R-45 -4,390 R-45 to R-46 7,540 6,740 15,030 -240 -3,550 R-46 to R-47 7,320 4,990 15,750 2,230 -2,710 R-47 to R-48 7,690 5,070 15,680 1,530 -2,460 R-48 to R-49 8,230 5,340 16,700 1,930 -810 R-49 to T-50 9,570 4,350 18,370 610 -3,400 T-50 to R-51 13,700 160 20,520 -1,690 -7,200 R-51 to R-52 7,960 -3,000 10,320 -2,200 -3,330 R-52 to R-53 7,770 -3,170 11,250 -2,400 -2,880 R-53 to T-54 8,700 1,010 14,800 -1,580 -4,180 T-54 to U-55 10,450 7,770 18,200 -1,670 -5,140 U-55 to R-56 11,390 11,470 18,450 -440 -3,400 R-56 to T-57 10,400 8,820 15,960 -110 -2,060 Total Volume Change (CY) Doctors Pass South of Clam Pass No Data (5/2023) -5,510 Pass to R-43 North Park Shore Beach 26,410 21,150 53,570 2,180 -17,050 R-43 to R-48 Park Shore Beach 66,380 12,460 110,160 -7,000 -26,940 R-48 to R-55 North of Doctors Pass 21,790 20,290 34,410 -550 -5,460 U-55 to T-57 Monitoring Area 114,580 53,900 198,140 -5,370 -54,960 R-42 to T-57 • Light gray shading indicates permitted fill extents. • Dark gray shading shows the most recent nourishment of the reach or the 2023 nourishment extents. • R-42 and R-43 added to the project area as part of a 2017 permit modification. 32 Packet Pg. 186 8.A.2 Table 7d. Advance Nourishment Remaining R-42 through R-54 (Clam Pass and Park Shore) Beach Width Advance Nourishment Remaining Eroded into Monument 2006 2019 1/2022 5/2023 2006 2019 1/2022 5/2023 Design (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) Template R-42 96 111 101 89 11 26 16 4 R-43 52 107 106 68 -33 22 21 0 Yes R-44 84 93 85 80 -1 8 0 0 Yes R-45 66 144 103 88 -19 59 18 3 R-46 84 106 89 86 -1 21 4 1 R-47 115 110 116 124 30 25 31 39 R-48 99 104 98 109 14 19 13 24 R-49 96 95 98 112 11 10 13 27 T-50 117 129 113 126 32 44 28 41 R-51 127 106 103 88 42 21 18 3 R-52 126 99 93 69 41 14 8 0 Yes R-53 113 128 95 87 28 43 10 2 T-54 125 117 118 112 40 32 33 27 U-55 77 0 126 129 -8 -85 41 44 R-56 91 0 134 141 6 -85 49 56 T-57 122 0 111 151 37 -85 26 66 Average S. of Clam Pass Beach R-42 to R-43: -11 24 18 2 Average Park Shore Beach R-44 to R-48: 5 26 13 13 Average Park Shore Beach R-49 to T-54: 32 27 18 17 Average Park Shore Beach R-55 to T-57: 12 -85 39 55 • Light gray shading indicates permitted fill extents. • Dark gray shading shows the most recent nourishment of the reach or the 2023 nourishment extents. Naples Beaches Portions of Collier County Naples Beaches bounded on the north by Doctors Pass (located between R-57 and R-58A) and to the south by DEP reference monument R-84 located approximately one mile north of Gordon Pass (located between R-89 and R-90) were renourished as part of the Collier Beach project with sand in 2013, 2014, 2020, 2021 and 2023 as shown in Figure 3c. Nourishment history for the monitoring area from 2005 to the present is shown in Table 2b; recently the following projects were conducted within the reach: • Doctors Pass was dredged in October 2013, and approximately 44,000 cubic yards of sand were placed on the beach from the jetty south to R-58. • The existing jetty and groin south of the pass were rehabilitated along with the construction of a breakwater and detached groin between the two existing structures as part of the Doctors Pass Erosion Control Structures Project (DEP Permit 0338231-001) completed in July 2018. The final annual monitoring report will be submitted later this year and will address this segment of the Collier Beach Project in more detail. • Doctors Pass was dredged in August/September 2018, and sand was placed in the nearshore immediately south of the pass to R-58.5 (north disposal), and near Lowdermilk Park from R-60 to R-61.8 (south disposal). Volume change calculations based on the pre and post -construction surveys indicate an approximate 5,800 and 25,000 cubic yard gain in the two disposal areas, north and south respectively12. 12 Doctors Pass Maintenance Dredging 2018 Post -Construction Monitoring Summary, H&M Engineers, December 2018. 33 Packet Pg. 187 8.A.2 • The reach from the jetty south of Doctors Pass south to R-60 was nourished with approximately 37,500 cubic yards (37,440) of truck hauled sand in late 2020. • The reach from T-62 south to R-74 was nourished with over 57,000 cubic yards of truck hauled sand (57,330) in late 2021. • In March/April 2022 Doctors Pass was dredged and approximately 12,500 cubic yards (12,540) sand was placed on the beach from R-60 to R-62 in the vicinity of Lowdermilk Park located near R-61. • In March/April 2022 approximately 12,500 cubic yards (12,540) of sand was dredged from Doctors Pass and placed on the beach south of the inlet between monument R-60 and R-62. • An emergency berm was constructed in April to May 2023 placing approximately 73,200 cubic yards (11,400+61,800) of sand from Doctors Pass south to R-79. The continuation of the berm construction from R-80 south to R-89 is anticipated to commence later this year. Table 8a shows the beach width from the Baseline at each monument for the 2005 pre -construction, 2006 post -construction, December 2014 post -construction (R-75 to R-84 only), January 2022 monitoring survey and most recent surveys conducted in November 2022 and May 2023; and the corresponding average beach widths for the three different reaches denoted as Naples Beach R- 58A to R-60, Naples Beach R-60 to R-79 and North of Gordon Pass R-79 to R-84. Table 8b shows the volume change from the pre to post -construction surveys for the 2006 nourishment project as well as the volume change along the entire profile from the Baseline to the DOC. Table 8c shows the upland volume change or the volume change above the MHWL, while Table 8d shows the advance nourishment remaining for the monuments located within the 2006 project continuous fill template. Naples Beach represented by monuments R-58A south to R-79 is broken into two areas: The beach immediately south of Doctors Pass, influenced by the effects of the jettied inlet from monument R-58A to R-60, and the beach beyond the immediate inlet impacts from monument R-61 south to R-79. The segment form R-58A to R-60 was one of the highest eroding areas within the Collier Beach Project requiring frequent fill placement. Erosion control structures were constructed immediately south of Doctors Pass in 2018 prior to maintenance dredging later in the year. The reach immediately south of the inlet, Naples Beach (north), is represented by four beach profiles: R-58A south to R-60, all have beach widths above the Design Standard of 100 feet. The average width of the reach is 122 feet, an average loss of 5 feet (-5) from January 2022. Considering the changes along the entire profile, from the Baseline to the DOC, the volumetric change since January 2022 shows a gain of almost 12,500 cubic yards (12,490) due to the effects of Hurricane Ian, while the volumetric change above the MHWL from January 2022 to May 2023 shows a loss of almost 5,400 cubic yards (-5,397) after the construction of the emergency berm. There has been no erosion into the design template. This segment of beach was nourished with over 221,000 cubic yards (61,200+160,050) of sand from 2005 to 2023, retaining 87,000 cubic yards (87,080), or approximately 39%. This includes approximately 50,000 cubic yards of sand placed on the beach and nearshore between 2013 and 2018 as part of the maintenance dredging of Doctors Pass. The beach profiles in the reach from R-61 south to R-79, Naples Beach (south), have beach widths larger than the Design Standard for Naples Beach of 100 feet with the exception of monument R-63 at 96 feet (96) and monument R-79 located at the southernmost terminus of the project taper having a width of 89 feet (89). The reach shows an average width of 133 feet, and an average shoreline loss of 7 feet (-7) since the January 2022 survey. Considering the changes along the entire profile, 34 Packet Pg. 188 8.A.2 from the Baseline to the DOC, the volumetric gain in the most recent monitoring period was over 14,500 cubic yards (14,560) due to changes along the nearshore bar, noted on the beach profiles provided in Appendix D-2. In spite of the construction of the emergency berm project, the volumetric change above the MHWL shows a loss of over 48,600 cubic yards (-48,640) from January 2022 to May 2023 due to the effects of Hurricane Ian. Considering the storm losses and newly constructed berm, the reach has an average advance nourishment remaining of 35 feet. Naples Beach from R-60 south to R-79 has a net gain over 105,000 cubic yards (105,130) of sand since the 2006 project was completed while retaining over 369,000 cubic yards (369,130) of the over 623,000 cubic yards (286,220 + 336,960) placed on the beach or in the nearshore since 2005 or approximately 59%. The beach North of Gordon Pass is partially represented by monuments R-80 south to R-84 located outside of the project area. Beach widths vary from 49 feet at R-83 to 74 feet at R-81 with an average width of 59 feet, over 40 feet lower than the Design Standard to the north. In spite of gaining almost 30,000 cubic yards (29,800) from the entire profile from the baseline to DOC the upland losses totaled almost 14,000 cubic yards (-13,909) due to the effects of Hurricane Ian. This reach, as well as the reach to the south from R-85 to R-89, is scheduled to be nourished upland of MHW later this year as part of the 2023 emergency berm project. Table 8a. Shoreline Change R-58A through R-84 (Naples Beaches) DEP Design Beach Width from Baseline (Ft) Shoreline Change (Ft) Mon. Standard 2005 to 2006 to 2014 to 1/2022 to 11/2022 to 11/2005 6/2006 1212014 112022 11/2022 5/2023 (Ft) 5/2023 5/2023 512023 512023 5/2023 R-58A 100 12 78 - 178 182 177 R-58 100 70 134 90 94 100 30 -34 - 10 6 R-59 100 70 146 124 117 104 34 -42 -20 -13 R-60 100 65 108 115 114 108 43 0 -7 -6 R-61 100 83 129 153 156 145 62 16 -8 -11 T-62 100 57 122 125 108 105 48 -17 -20 -3 R-63 100 87 120 124 105 96 9 -24 -28 -9 R-64 100 102 119 121 118 115 13 -4 -6 -3 T-65 100 106 136 124 128 116 10 -20 -8 -12 R-66 100 112 148 149 143 141 29 -7 -8 -2 R-67 100 154 184 187 187 179 25 -5 -8 -8 R-68 100 144 145 161 166 155 11 10 -6 -11 T-69 100 107 140 134 138 118 11 -22 -16 -20 R-70 100 68 167 123 118 120 52 -47 -3 2 R-71 100 62 178 147 133 139 77 -39 -8 6 R-72 100 73 196 167 156 163 90 -33 -4 7 R-73 100 82 129 157 155 164 82 35 7 9 R-74 100 67 157 182 183 174 107 17 -8 -9 R-75 100 84 135 100 140 118 125 41 -10 25 -15 7 R-76 100 60 137 116 132 110 115 55 -22 -1 -17 5 R-77 100 78 137 120 123 127 132 54 -5 12 9 5 R-78 100 86 124 97 110 105 130 44 6 33 20 25 R-79 100 80 80 97 88 67 89 9 9 -8 1 2 R-80 - 86 100 107 87 60 57 -29 -43 -50 -30 -3 R-81 2 98 111 100 82 74 -18 -24 -37 -26 -8 R-82 63 57 87 75 60 62 -1 25 -13 2 R-83 41 43 45 67 55 49 8 6 4 -18 -6 R-84 23 34 49 55 47 52 29 18 3 -3 5 Reach Average Beach Width (Ft) Average Shoreline Change (Ft) Naples Beach 55 117 - 127 127 122 35 -25 - -6 -4 R-58A to R-60 Naples Beach 89 141 106 139 133 133 44 -9 12 -7 0 R-61 to R-79 N. of Gordon Pass 61 66 80 77 61 59 -2 -8 -21 -18 -2 R-80 to R-84 Monitoring Area R-58A to R-84 79 124 93 126 119 118 34 -10 -4 -9 -1 Shaded portion of chart represents 2005/2006 project area; darker shading represents the 2023 project area. 35 Packet Pg. 189 8.A.2 Table 8b. Volumetric Change R-58A through R-84 (Naples Beaches) Effective As -Built Volume (CY) Volume Change (CY) DEP Reference 2005 to 2010 to 2013 2014 to 2018-21 2023 2005 to 2006 to 12/2014 to 1/2022 to Monument Distance Ft 2006 2012 2016 11/2022 11/2022 11/2022 11/2022 Pass to R-58A 473 21,740 25,400 6,480 51800 31,240 31,100 - 3,980 R-58A to R-58 540 6,540 (2018) ! 37 440 11,400 20,280 15,880 4,870 44,000 10,380 R-58 to R-59 985 22,220 _______________; (2018) 15,730 -3,310 3,810 R-59 to R-60 1,085 17,240 58A-R60) 3,920 8,690 19,830 2,570 -170 R-60 to R-61 1,077 8,360 * 86,100 25,000 12,540 30,650 12,480 2,630 4,080 R-61 to T-62 1,020 7,040 (2018) (2022) 31,680 5,130 -2,370 T-62 to R-63 1,008 18,620 12,000 11,860 ------- 20,330 R60 62 ----------------- 19,170 -3,590 -5,930 R-63 to R-64 926 18,920 9,410 15,890 4,140 -1,930 R-64 to T-65 782 8,690 60 13,210 6,720 1,140 T-65 to R-66 825 10,420 19,610 6,950 -460 R-66 to R-67 800 12,850 22,120 5,750 -5,090 R-67 to R-68 809 8,880 19,550 8,900 -660 57, 330 R-68 to T-69 811 9,550 4,540 61,800 11,630 3,590 5,290 (2021) T-69 to R-70 798 16,950 1,850 -9,590 2,420 R-70 to R-71 802 32,220 E 10,720 -7,500 -2,140 R-71 to R-72 803 33,310 26,640 1,230 -3,790 R-72 to R-73 811 22,800 8,710 27,880 9,350 -950 R-73 to R-74 815 14,980 34,460 19,160 - 5,320 R-74 to R-75 789 13,120 19,650 10,540 6,710 3,980 R-75 to R-76 800 15,110 7,260 -1,110 20 660 R-76 to R-77 798 18,150 10,080 20,940 5,770 2,780 -820 R-77 to R-78 765 12,200 19,500 11,740 8,310 2,770 R-78 to R-79 1,105 4,050 16,720 15,470 14,580 14,490 R-79 to R-80 1,150 -4,470 -3,620 -2,510 11,240 R-80 to R-81 1,077 -5,770 -11,570 -2,460 2,670 R-81 to R-82 874 No Fill Placement (2005-Present) 9,150 4,210 9,290 2,660 R-82 to R-83 1,047 16,830 16,040 13,900 7,800 R-83 to R-84 960 18,990 18,950 10,710 5,430 Total Volume Change (CY) South End of Monitoring Area Naples Beach 61,200 160,050 87,080 46,240 - 12,490 Pass to R-60 Naples Beach 286,220 336,960 369,130 105,130 32,400 14,560 R-60 to R-79 North of Gordon Pass 0 No Fill Placement (2005-Present) 34,730 24,010 28,930 29,800 R-79 to R-84 Monitoring Area 347,420 497,010 490,940 175,380 61,330 56,850 Pass to R-84 • Shaded portion of chart represents 2005/2006 project area; darker shading represents the 2023 project area. • The 44,000 cubic yards (R58A-R60) project date was October 2013. • *Doctors Pass dredge volume placed in the nearshore from R-60 to R-62: 53,600 in 2006 and 32,500 in 2009. • Volumetric change quantities are not representative of design quantities for future beach renourishment projects rather an indication of erosion (negative value) or accretion (positive value) in the monitoring area. 36 Packet Pg. 190 8.A.2 Table 8c. Upland Volumetric Change R-58A through R-84 (Naples Beaches) Upland Volume Change (CY) 2005 to 2006 to 1 /2014 to 1 /2022 to 1 /2022 DEP Reference Monument 5/2023 5/2023 5/2023 5/2023 11 /2022 Doctors Pass Pass to R-58A 11,102 7,210 - 634 4,054 R-58A to R-58 8,602 3,339 - 305 568 R-58 to R-59 9,568 -1,943 - -1,812 -7,818 R-59 to R-60 11,170 1,401 - -4,523 -9,279 R-60 to R-61 13,444 7,480 - -3,965 -7,104 R-61 to T-62 13,152 6,777 - -3,416 -7,347 T-62 to R-63 6,786 132 - -5,961 -8,192 R-63 to R-64 4,756 -212 - -4,201 -5,964 R-64 to T-65 4,742 1,002 - -1,405 -3,938 T-65 to R-66 6,769 1,339 - -1,567 -4,252 R-66 to R-67 9,137 1,825 - -2,981 -6,022 R-67 to R-68 8,694 2,107 - -3,301 -6,133 R-68 to T-69 6,166 545 - -2,587 -4,865 T-69 to R-70 5,602 -2,265 - -2,264 -5,801 R-70 to R-71 9,137 -1,954 - -1,054 -7,160 R-71 to R-72 12,136 33 - -1,514 -7,126 R-72 to R-73 13,046 4,045 - -1,551 -5,978 R-73 to R-74 13,478 5,363 - -2,097 -4,611 R-74 to R-75 10,469 1,330 3,872 -2,211 -4,032 R-75 to R-76 8,070 -1,237 1,526 -1,347 -4,999 R-76 to R-77 7,753 -1,470 -294 -3,456 -7,183 R-77 to R-78 5,775 -634 2,739 -2,630 -6,202 R-78 to R-79 4,498 682 3,283 -1,134 -5,679 R-79 to R-80 -2,314 -3,735 -6,574 -4,617 -5,813 R-80 to R-81 -4,578 -6,203 -5,838 -5,736 -4,859 R-81 to R-82 -916 -1,449 -2,514 -2,471 -2,088 R-82 to R-83 1,168 843 -2, 669 -898 -210 R-83 to R-84 1,927 1,164 -642 -187 339 Total Volume Change (CY) South End of Monitoring Area Naples Beach 40,442 10,007 - -5,397 -12,474 Doctors Pass to R-60 Naples Beach 163,611 24,889 11,125 -4u,vY� -112,590 R-60 to R-79 North of Gordon Pass -4,714 -9,381 -18,238 -13,909 -12,631 R-79 to R-84 Monitoring Area 199,338 25,515 -7,113 -67,946 -137,695 Pass to R-84 Shaded portion of chart represents 2005/2006 project area; darker shading represents the 2023 project area. 37 Packet Pg. 191 8.A.2 Table 8d. Advance Nourishment Remaining R-58A through R-79 (Naples Beach) Beach Width Advance Nourishment Remaining Eroded into Monument 2006 2014 1/2022 5/2023 2006 2014 1/2022 5/2023 Design (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) (Feet) Template R-58A 78 178 177 0 78 77 R-58 134 90 100 34 0 0 R-59 146 124 104 46 24 4 R-60 108 115 108 8 15 8 R-61 129 153 145 29 53 45 T-62 122 125 105 22 25 5 R-63 120 124 96 20 24 0 Yes R-64 119 121 115 19 21 15 T-65 136 124 116 36 24 16 R-66 148 149 141 48 49 41 R-67 184 187 179 84 87 79 R-68 145 161 155 45 61 55 T-69 140 134 118 40 34 18 R-70 167 123 120 67 23 20 R-71 178 147 139 78 47 39 R-72 196 167 163 96 67 63 R-73 129 157 164 29 57 64 R-74 157 - 182 174 57 - 82 74 R-75 135 100 140 125 35 0 40 25 R-76 137 116 132 115 37 16 32 15 R-77 137 120 123 132 37 20 23 32 R-78 124 97 110 130 24 -3 10 30 R-79 80 97 88 89 -20 -3 -12 Taper Taper Average Naples Beach (North) R-58A to R-60: 22 - 29 22 Average Naples Beach R-61 to R-79: 41 6 39 " "Taper" indicates a monument located with the fill template taper to the existing beach. Gray shading shows the most recent nourishment of the reach or the 2023 project extents. 4 38 Packet Pg. 192 8.A.2 VII. SUMMARY The emergency berm placement in 2023, post Hurricane Ian, placed sand with a berm crest elevation of +6 feet NAVD. In many cases the berm merged well with the eroded profile and dune. In some cases there was a gap in the restored profile based on conditions upland of the fill template. Most of the sand was placed along the active part of the profile subject to overwash from high frequency storms and fronts. A minimum beach width standard established in 2003 was applied to design the 2006 project. This standard distance represented the minimum total beach design width at each reference monument, and was measured from a fixed Baseline set at the seawall, edge of vegetation, building line or an equivalent feature representing the landward limit of sandy beach in 2003. The distance varied throughout the project from 85 feet at Park Shore and Clam Pass Beach to 100 feet at Vanderbilt, Pelican Bay, and Naples Beaches. Figures 5a through 5c plot the beach width at each reference monument for the five segments of the project area (Vanderbilt, Pelican Bay, Clam Pass Park, Park Shore, and Naples) with the corresponding Design Standard beach width. The graph also shows the project area, associated average beach width, and highlights the portions of the beach below the Design Standard during the May 2023 post -construction survey in a darker shade of gray. In addition to Figures 5a through 5c, Appendix F provides an accounting of beach width by DEP monuments relative to the Design Standard on an annual basis. The relative width over time provides an illustration of the trend in beach width over time. These trends are also considered when evaluating areas for recommended nourishment. Figures 5a through 5c also show, as a black dashed line, the average beach width within each segment of the project area for comparison to the Design Standard. It is important to consider this localized variability in erosional areas in planning beach management strategies because localized erosional areas may simply be temporary features tending to migrate along the coast as sand waves (or sand -deficit waves), and the performance of the beach fill should not be expected to be uniform throughout the project area from one survey to the next. Additionally, erosion may appear concerning following weather events and should be monitored to evaluate recovery or determine if there is a sand deficit. Erosional areas persisting for long periods of time or covering a majority of the project area, may become problematic and should be investigated to determine the cause and addressed accordingly. Nourished in 2021 and 2023, all the monuments in Vanderbilt Beach have widths above the Design Standard with the exception of R-27, as well as the northern monuments within Pelican Bay Beach as shown in Figure 5a. The reach from R-36 to R-37 should benefit from the north to south net sediment transport as the fill placed from R-33 to R-36 equilibrates. The dynamic reach located on either side of Clam Pass, from monuments R-38 south to R-43, have widths varying from 68 to 108 feet (Tables 6a,7a). The beach south of the inlet was nourished in late 2019, and both sides of the inlet were regraded in 2020. In March/April 2022 the pass was dredged and sand was placed to the north and south of the inlet. This portion of the beach adjacent to Clam Pass will be monitored and addressed along with the management of the inlet. 39 Packet Pg. 193 Figure 5a. Shoreline Analysis R-17 to R-41 150 a_ 140 130 1220 74 64 Delnor Wiggins Vanderbilt and Pelican Bay Project Area - - 5/2023 Beach Width - Beach Below Design — — Width /Design Beach i h State Park do Average Beach Width Vanderbilttandard Average Beach Width Pelican Bay - - Vanderbilt Beach Below 10 - ❑esi rages Vilialt —R3E-�23 Pelleari gam_ N ry nl clt c? I? m m r? M I? m rs Q q (North) Monument (South) Figure 5b. Shoreline Analysis R-42 to R-57 150 140 130 120 U- T 110 m N m 100 c 90 a 80 70 60 50 —Par-k.-Share.PrajecrArea--- — - Avera e-Wi 5/2023 Beach Width - - = Beach Below Design Width :/� as�ass .. i5rin6ai-i�i-£47 - — eq eragle Beath Width _ _ _ _ _ _ _ Average Beach Width IhToY�h Park 5h6re— — — — — — — Soutsi ParrsMaFee _ _ n` Design Standard Beach Wid Average Width NI Park Shore ,fi 41 ll'] Ln ll] Ln �I7 (North) Monument (South) d Y t� R IL C d a U Q U M N O c d E t 0 R r Q 40 Packet Pg. 194 8.A.2 Park Shore Beach, shown in Figure 5b, was nourished in late 2019, and as part of the emergency berm project in 2023, has an average width of approximately 14 feet above the Design Standard width of 85 feet with two monuments below the Design Standard. Although the reach lost upland volume due to Hurricane Ian, there was volumetric gain in the nearshore. The reach adjacent to Doctors Pass, south of Park Shore, has an average width of almost 55 feet above the Design Standard for Park Shore Beach. Shoreline analysis for Naples Beach is shown in Figure 5c. The north end of Naples Beach was nourished in late 2020 and as part of the 2023 emergency berm project. The reach has an average width approximately 22 feet (122;Table 8a) above the Design Standard; retaining on average 75% (22 vs. 29;Table 8d) of the advance fill. This area includes erosion control structures designed to gradually release sand to the south, and will be reviewed under a separate, more detailed monitoring survey to be collected in October 2023. Naples Beach from R-61 south to R-79, partially nourished in 2021 and again in 2023, has an average width 33 feet (133:Table 8a) above the Design Standard with two monuments (R-63 and R-79) below the Design Standard. In March/April, the reach from R-60 to R-62 was nourished with sand dredged from Doctors Pass. Although the reach south of the Naples Beach project area, from R-80 to R-84 shows a negligible change in beach width in the most recent monitoring period, the average width is 40 feet below (59;Table 8a) the 100-foot Design Standard to the north. Although the reach gained volume over the entire profile in 2022, due to changes in the nearshore bar, upland losses totaled almost 14,000 cubic yards (-13,909;Table 8c). Figure 5c. Shoreline Analysis R-58A to R-84 200 Naples Beach Project Area —512023 Beach Width 180 Beach Beluw Design Width 180 Area Protected by.the. Erosion CantrolStructures LL Aver e Beach Width m 140 c Nap Beach (north] �r -- i--=---ii— -- —��� widthNaple-Beatk� 120 E100M Design Standard Beach Width ❑mNaU re _ a V 4 ❑ Average Width 6fl South Naples — Naples Beach Beach 40 — m to m m Ef (North) Monument (South) 41 Packet Pg. 195 8.A.2 The average beach width for each project area was plotted vs. time in Figure 6. The rise and subsequent fall in beach width during the post -construction period is evident over the 18 years from 2005 to 2023. Generally both Naples and Vanderbilt Beaches have average widths well above the 100-foot Design Standard while Pelican Bay Beach has average widths hovering closer to Park Shore with a Design Standard of 85 feet, 15 feet lower than Pelican Bay. The average width for Pelican Bay is currently 98 feet, 2 feet below the 100-foot standard, while Park Shore has an average width of 92 feet, or 7 feet above the 85 foot standard. Figure 6. Average Beach Width & Design Standard vs. Time ri 150 125 75 50 —Naples Beach 417 —Vanderbilt Beach 137 —Pelican Bay Beach 138 132 T2U --T31 13t- _ —Park Share Beach 1.27 _ 124 132 118 119 14818 _ �11 1181a2 11A 107 11 99 10? 111 —M7 --------------------- —1l 1111l ------------------ ---- 94 89 - 9 85 ---------- ---- 84 — ---- ---------------- - ao- -------- 85' Park Shore Design Width ___________—______ -------- 100' Vanderbilt, Pelican Bay, and Naples Beach Design Width o a a o 0 0 0 o b b o d N N N N N 4 0 N [v n N N N [za N N N N Q N r r r Lei M M - CO Monitaring Survey Date T r d Y t� R IL c m a� a a U M N O C N E t 0 M r r Q 42 Packet Pg. 196 8.A.2 Volume change and volumetric as -built information are summarized in Table 9. Column C4, Total Volume Added, is the addition of Columns C2 and C3 showing the as -built volume for projects constructed from 2005 to 2023. Column C5 shows the volume change from pre -construction in 2005 to November 202213 based on the monitoring surveys. (Important: the November 2022 survey does not include the fill placed in 2023; percentages should be considered an indication of current volumetric changes in the project area.) Column C6 shows Column C5 vs. Column C4 to show the percent of volume remaining over the entire beach profile from the Baseline to DOC. Approximately 60% (63%) of the fill placed since 2005 remains in the active beach profile. In areas such as Park Shore much of the volume change is due to the shifting of the nearshore bar and seasonal changes as evidenced on the beach profiles shown in Appendix D. These quantities do not include many of the individual parcels placing sand under emergency post -Ian permits in accordance with the State issued Emergency Final Order. Table 9. Volume Change Summary 2005-2023 C1 C2 C3 I C4 C5 C6 Volume (CY) Total Volume Volume Volume Tot. Vol. Tot. Vol. Remianing from All Project Area As -Built As -Built Added Change Nourishment Projects 2005-2023 2005 to 2006 to 2005 to 2005 to 2006 11 /2022 11 /2022 11 /2022 N Vanderbilt 130,460 234,280 364,740 248,250 68% Pelican Bay 47,990 80,760 128,750 97,230 76% North Park Shore 27,710 174,200 201,910 114,060 56% Park Shore 114,040 117,120 231,160 194,680 84% Naples (R58A-R60) 61,200 160,050 221,250 87,080 39% Naples (R60-R79) 286,220 336,960 623,180 369,130 59% Totals: 667,620 1,103,370 1,770,990 1,110,430 63% • Volumetric change quantities are not representative of design quantities for future beach renourishment projects rather an indication of erosion (negative value) or accretion (positive value) in the monitoring area. • As -Built Volume for the 2006 project based on Tables by CPE shown in Appendix E and Tables 6b, 7b, and 8b. • The highly dynamic Clam Pass Park beaches, added to the project in 2017, are not considered in this Table. It should be noted North Naples Beach is located immediately south of the Doctors Pass and sand bypasses this area and attaches to the shoreline further south. The erosion control structures placed in 2018 south of Doctors Pass helps to manage release of sand from this area to the south. This is worth considering in management strategy because sand placed in the northernmost reach will tend to feed the beaches in the more southern project reaches. This area should be considered for beach fill in future maintenance dredging of Doctors Pass. The north to south net sediment transport is evident in Vanderbilt Beach and Pelican Bay Beaches: 68% retained to the north in Vanderbilt while relatively more (76%) is retained to the south in Pelican Bay. The same trend is notable for North Park Shore (56%) to Park Shore (84%), and North Naples (39%) to Naples (59%). Vill. AERIAL IMAGES The 2023 rectified aerial image files required under the monitoring plan and provided by the Collier County Property Appraiser's Office, in Mr. Sid format referenced to the NAD83 datum in feet Florida East Zone, were submitted to the Department on March 31, 2023. 13 The November 2022 survey was used because the May 2023 survey scope was limited to the upland. 43 Packet Pg. 197 8.A.2 IX. ENVIRONMENTAL The permittee has reviewed the specific Reasonable and Prudent Measures (RPMs) and Terms and Conditions in the Revised Statewide Programmatic Biological Opinion (SPBO) dated 13 March 2015 and the Piping Plover Programmatic Biological Opinion (P3BO) dated 22 May 2013, and agreed to follow the measures included to minimize impacts to nesting sea turtles and the piping plover. Collier County (permittee) is currently conducting the sea turtle nesting monitoring program headed by Maura Kraus (Maura Kraus(abcolIiergov.net) and the shorebird monitoring program headed by Christopher D'Arco (ChristopherDarcoCa-)_colliergov.net). The programs include the following: • Sea turtle nesting monitoring is an ongoing program with the County including escarpment surveys. • Shorebird monitoring will be conducted by the County including breeding and non -breeding birds, piping plovers and red knots. Annual shorebird data reports for the County are anticipated to be submitted by fall of 2021. • Compaction testing and subsequent tilling is conducted by the County. • Results of the surveys are submitted to the appropriate agencies. • Educational material including signage, flyers, kiosks, etc. are continually reviewed and improved in part by County staff. • Pre -construction meetings are held prior to the start of any project. Shorebird and sea turtle monitoring procedures during construction are discussed and implemented accordingly. • In 2013 the County adopted and implemented a hardbottom biological monitoring plan (modified in 2018) including annual reporting and agency submittal. • The County continues to make every effort to maintain compliance with the conditions of the SPBO and the P3130, and the conditions of the associated Corps and DEP permits. Sea turtle monitoring reports, lighting guidelines, and Fish and Wildlife Conservation Commission Codes and Technical Reports are posted on the County website: http://www.coll iergov. net/Vour-government/divisions-f-r/parks-and-recreation/sea-turtle- protection/publications-reports The Collier County Coastal Zone Management provides information to the public on a wide variety of coastal programs and projects: http://www.colliergov.net/your-government/divisions-a-e/coastal-zone-management And information on protected species: http://www.colIiergov.net/your-government/divisions-a-e/environmental-services/protected-species Although the protection measures for the eastern indigo snake will be incorporated into the project during the pre -construction phase, there is no vegetation removal or clearing involved in this beach nourishment project. The 2023 Collier Beach Nourishment project was constructed from April to May 2023 from the upland, with truck hauled sand. There were no impacts to seagrass, hardbottom reef habitat, historical/archeological/cultural materials, shorebirds or manatees. All work during mid -April through May was conducted closely with Collier County sea turtle monitoring under the direction of Maura Kraus. 44 Packet Pg. 198 8.A.2 X. CONCLUSIONS The following conclusions are presented for the Collier County beach segment from Wiggins Pass south to north of Gordon Pass. The reach south of Wiggins Pass in Delnor-Wiggins State Park from monument R-17 to R-21 was nourished in 2022 with sand dredged from Wiggins Pass. Dynamic beach widths near the inlet are below the Design Standard and have lost volume in 2022. There were upland losses in the reach due to Hurricane Ian, while the majority of the volumetric gain within the reach was also due to the effect of Hurricane Ian, located in the offshore portion of the profile. Excluding the losses at R-17, the reach has an average beach width above the 100-foot Design Standard to the south. Vanderbilt Beach represented by monuments R-22 south to R-32 was recently nourished upland of MHW with sand as part of the 2023 emergency berm project. Beach widths are generally greater than the Design Standard of 100 feet, while there are upland losses due to Hurricane Ian, there is volumetric gain in the nearshore portion of the beach profiles. Vanderbilt Beach retained over two- thirds of the sand placed since 2005, although some of the sand may be attributed to beach adjustment and spreading of sand from Delnor-Wiggins State Park. Based on the November 2022 post -Ian, and May 2023 post emergency berm construction monitoring data (and associated nourishment), Vanderbilt Beach is not recommended for nourishment this year. Pelican Bay Beach represented by monuments R-33 south to R-37 was recently nourished with sand as part of the 2023 emergency berm project. The average beach width for the reach is below the Design Standard of 100 feet, and has eroded into the design template. There were upland volumetric losses due to Hurricane Ian, offset in part by the 2023 nourishment, while the nearshore portion of the reach shows volumetric gain. Pelican Bay Beach retained over three-quarters of the fill placed since 2005, although some of the sand may be attributed to beach adjustment and spreading of sand from Vanderbilt Beach. Based on the November 2022 post -Ian and May 2023 post emergency berm construction monitoring data (and associated nourishment), Pelican Bay Beach is not recommended for nourishment this year. Clam Pass Beach represented by monuments R-38 south to R-43 was regraded on both the north and south side of the inlet, and more recently the pass was dredged with sand placed to the north and south in 2022. There was upland volumetric loss and nearshore volumetric gain due to the effects of Hurricane Ian while beach widths vary in this dynamic area. Although nourishment is not recommended, the dynamic beaches north and south of Clam Pass are monitored as part of the Clam Pass maintenance dredging permit (0296087-001-JC) under the purview of the Pelican Bay Service Division of Collier County. Park Shore Beach from R-44 to T-54 was nourished as part of the 2023 emergency berm project. The majority of the monuments in the reach are above the Design Standard of 85 feet. Although there were upland volumetric losses due to Hurricane Ian, offset in part by the 2023 nourishment, there were corresponding gains in the nearshore. Park Shore Beach retained over two-thirds of the fill placed since 2005. Based on the November 2022 post -Ian and May 2023 post emergency berm construction monitoring data (and associated nourishment), Park Shore Beach is not recommended for nourishment this year. 45 Packet Pg. 199 8.A.2 Naples Beach represented by monuments R-58A south to R-79 was recently nourished with sand upland of MHW as part of the 2023 emergency berm project. Beach widths are generally greater than the Design Standard of 100 feet, while there are upland losses due to Hurricane Ian, there is volumetric gain in the nearshore portion of the beach profiles. Naples Beach retained over half of the sand placed since 2005. Based on the November 2022 post -Ian and May 2023 post emergency berm construction monitoring data (and associated nourishment), Naples Beach is not recommended for nourishment this year. The reach south of the project within the monitoring area represented by monuments R-80 south to R-84 is below the 100-foot Design Standard at all five monuments, losing upland volume while gaining nearshore volume due to the effects of Hurricane Ian. The 2023 emergency berm project is scheduled to continue after turtle nesting season later this year, placing sand from R-79 south to R-89 near Gordon Pass. Including the inlet dredging projects, almost 2.0 million cubic yards (1,982,220;Table 1) of sand were placed in the monitoring area since 2005 with over 1.8 million (1,851,540;Table 1) in the project area. In November 2022 approximately 1.3 million14 cubic yards of sand remain in the monitoring area or approximately 66%. 14 Volume Change 2005 to 11/2022: 1,309,440=455,690+362,810+490,940;Tables 6b,7b,8b 46 Packet Pg. 200 8.A.2 XI. REFERENCES APTIM, Post -Ian Impact Survey, November 2022 APTIM, Post Emergency Berm Survey, May 2023 Atkins, 2005 to 2014 Historical Beach Analysis, July 2014 Atkins, Collier County Beach Renourishment Project 2010 Four Year Post Construction Monitoring Report, March 2011 Atkins, Collier County 2014 Truck Haul Renourishment QA.QC Report, February 2015 CB&I CP&E, Collier County, Florida 2013-2014 Hot spot & Tropical Storm Fay Beach Renourishment Project, May 2014 CP&E, Collier County Beach Nourishment Post -Construction Engineering Report, October 2006 CP&E, Collier County Beach Nourishment from an Upland Sand Source, and Doctors Pass North Jetty Rehabilitation 2011 Post construction Report, June 2011 Collier County Parks and Recreation Department, Collier County Sea Turtle Protection Plan Annual Report — 2014, February 2015 Collier County Property Appraiser's Office, December 2019 Rectified Aerial Images Florida Department of Environmental Protection, JCP Collier County Beach Renourishment Project, Permit 0222355-001-JC, January 12, 2005 Humiston & Moore Engineers, Collier County Beach Nourishment Project 2015 Four Month Post Construction Monitoring Summary, June 2015 Humiston & Moore Engineers, Wiggins Pass Navigation Channel Expansion and Maintenance Dredging Project 2021 Post Construction Monitoring Summary, March 2021 Humiston & Moore Engineers, Doctors Pass Erosion Control Structures Project 2018 Post - Construction Monitoring Summary, December 2018 Humiston & Moore Engineers, Collier County Beach Nourishment Project 2022 Post Construction Monitoring Summary, April 2022 47 Packet Pg. 201 8.A.2 Appendix A Monitoring Plan — August 2017 M N O N T- L d E Q d t+ E E O U O y Q R fA R O U cD N ti O N r (D Y V R d R C d Q1 GN i Packet Pg. 202 APPROVED $'A' Physical Monitoring Plan Permit#: 0331817-004-JM Approved: August 25, 2017 Attachment No. 37-1 Beaches Inlets and Ports Program Physical Monitoring Plan August 2017 Physical monitoring of the Collier County Beach Renourishment Project requires the acquisition of project -specific data to include, at a minimum, topographic/bathymetric surveys of the beach, offshore, and borrow site areas. The monitoring data is necessary in order for both the project sponsor(s) and the Department to regularly observe and assess, with quantitative measurements, the performance of the project, any adverse effects which have occurred (e.g. to adjacent shorelines), and the need for any adjustments, modifications, or mitigative response to the project. The scientific monitoring process also provides the project sponsor(s) and the Department, information necessary to plan, design, and optimize subsequent follow-up projects; potentially reducing the need for and costs of unnecessary work, as well as potentially reducing any environmental impacts that may have occurred or be expected. This plan is a detailed Monitoring Plan required by FDEP (Permit No. 0331817-004-JM). Dredging of Doctors Pass is anticipated to occur every 4 years. Specific requirements are as follows: a. Pre -construction topographic and bathymetric profile surveys of the beach and offshore shall be conducted within 90 days prior to commencement of construction. Surveys conducted for purposes of construction bidding and contracting may be used to provide pre -construction conditions. When only a partial project is constructed, pre -construction surveys can be limited to the construction area plus 5,000 feet north and south or to the edge of the nearest inlet. Post -construction topographic and bathymetric profile surveys of the beach and offshore shall be conducted within 60 days following completion of construction of the project. Surveys conducted for purposes of construction contracting and payment may be used to provide immediate post -construction conditions. When only a partial project is constructed, post -construction surveys can be limited to the construction area plus 5,000 feet north and south or to the edge of the nearest inlet. Thereafter, topographic and bathymetric monitoring surveys shall be conducted biennially until the next beach nourishment event or the expiration of the project design life, whichever occurs first. The monitoring surveys shall be conducted during a winter or spring month and repeated as close as practicable during that same month of the year. If the time period between the immediate post -construction survey and the first annual monitoring survey is less than six months, then Collier County may request a postponement of the first monitoring survey until the following winter or spring. If the monitoring survey falls within 6 months of construction, it may substitute for the pre - construction survey. In the event that a post -storm survey of the project monitoring area is conducted, this post -storm survey may serve as a biennial monitoring survey. The monitoring area shall include profile surveys at each of the Department of Environmental Protection's reference monuments within the bounds of the beach fill area Packet Pg. 203 8.A.2 and along up to 5,000 feet on the adjacent shoreline on both sides of the beach fill area. For this project, this will include DEP reference monuments in Collier County from R-17 to R-84 inclusive. An intermediate profile is established south of Doctors Pass, and labeled R-58A. FDEP profile lines R-58A, R-58, R-59, R-60, R-60+518, R-61, R-61+408, R-61+816, and R-62 shall be surveyed within 90 days prior to commencement of a Doctors Pass dredging operation and within 60 days following the completion of a dredging operation. Only the profiles associated with the disposal area used and one profile to the south needs to be surveyed. These profiles shall be integrated with annual monitoring where practical. Additional lines are to be surveyed within 90 days prior to commencement of a renourishment project in the Park Shore extension area (near Clam Pass between R-42 to R-43+500) and within 60 days following the completion of placement. Bathymetric and topographic surveys in the vicinity of Clam Pass in support of nourishment of the extended Park Shore placement area (near Clam Pass) will take place in Segments A and B at approximately 100 foot intervals and at intermediate points between existing R- monuments. Special survey lines shall be surveyed in the vicinity of Clam Pass Park to document the potential impact to inlet stability by beach nourishment in the extended Park Shore reach, inlet dredging disposal within the south Clam Pass disposal area, or natural forces. Additional beach profile surveys will be taken at R-41+470, R-42-250 and R-42+500. The cross sections in Segment A (inlet throat) include station 0+00, 1+00, 2+00 and 3+00. Segment B consists of Stations 4+10, 5+10 and 6+10. These segments should be the first to show instability in the inlet due to various causes. The survey will occur pre- and post -construction and 1-year and 2- year post construction of the Nourishment Project in Clam Pass Park north of R-44+500, or until the next maintenance dredging of Clam Pass, whichever occurs first. Profile surveys shall extend landward to the seawalls or 50 feet landward of the 5.0' contour line. Profile surveys will extend seaward to the —14.3' NAVD contour or 2,000 feet from the shoreline, whichever is the greater distance. All work activities and deliverables shall be conducted in accordance with the Department's May 2014 Monitoring Standards for Beach Erosion Control Projects, Sections 01000 - Beach Profile Topographic Surveying and 01100 - Offshore Profile Surveying. b. Bathymetric surveys of borrow area T1 are not required. Borrow Area T1 is located approximately thirty-three (33) miles to the northwest and offshore of the placement area, outside of State waters, and is not covered under the State permit requirements. No post -construction survey of Borrow Area T1 is planned, other than the survey performed by the dredger using a registered Florida surveyor. C. Bathymetric surveys of Doctors Pass are required pre- and post -construction as well as annually for monitoring purposes. A pre -construction bathymetric profile survey of Doctors Pass and Moorings Bay shall be conducted within 90 days prior to 2 Packet Pg. 204 8.A.2 commencement of a dredging operation. A post -construction bathymetric profile survey shall be conducted within 60 days following the completion of a dredging operation. If the Contractor's pay survey of the inlet meets the requirements of post -construction survey as stated below, Contractor's pay survey(s) will be submitted as the post -dredge survey. These surveys can be integrated with annual monitoring where required. Between dredging operations, monitoring surveys shall be conducted biennially until the permit expires. The monitoring surveys shall be conducted during the same month that the previous post -construction survey was taken. The monitoring area shall include channel profile surveys at the lines appearing in Figure 1 and on Tables 1-5. As a minimum, profile surveys shall extend to the limits indicated in Figure 1 and on Tables 1- 5. All work activities and deliverables shall be conducted in accordance with the Department's May 2014 Monitoring Standards for Beach Erosion Control Projects, Sections 01000 — Beach Profile Topographic Surveying and 01100 — Offshore Profile Surveying. d. The Permittee shall submit electronically an engineering report and the monitoring data to the Division of Water Resource Management within 90 days following completion of the post -construction survey or biennial monitoring survey. The survey data and control information shall be submitted electronically in accordance with the Department's paperless initiative, in an ASCII format stored as specified in the Department's May 2014 Monitoring Standards for Beach Erosion Control Projects, Sections 01000 - Beach Profile Topographic Surveying and 01100 - Offshore Profile Surveying. The report will summarize and discuss the data, the performance of the beach fill project, and identify erosion and accretion patterns within the monitored area. Results should be analyzed for patterns, trends, or changes between surveys and cumulatively since project construction. In addition, the report shall include a comparative review of project performance to performance expectations and identification of adverse impacts attributable to the project. The report shall specifically include: • The record of volume and location of beach nourishment and beach placement of inlet sand bypassing material. • The volume and percentage of advance nourishment lost since the last beach nourishment project as measured landward of the MHW line of the most recent survey; • The most recent MHW shoreline positions (feet) in comparison with the design beach width at each individual monument location; • The MHW shoreline position changes (feet) relative to the pre -construction survey at each individual monument location for all the monitoring periods; • The total measured remaining volume (cy) in comparison with the total predicted remaining volume (cy) above the MHW line and above the Depth of Closure for the entire project area over the successive monitoring periods; and, • Other shoreline position and volumetric analysis the Permittee or engineer deem useful in assessing, with quantitative measurements, the performance of the project. 3 Packet Pg. 205 8.A.2 The report shall include computations, tables and graphic illustrations of volumetric and shoreline position changes for the monitoring area. An appendix shall include superimposed plots of the two most recent beach profile surveys, the design profile and pre- and post -construction beach profile at each individual monument location. The approved Monitoring Plan can be revised at any later time by written request of Collier County and with the written approval of the Department. If the project is constructed in separable reaches or if one or more reach is eliminated, the monitoring limits shall be modified, accordingly. When evaluating the performance of beach renourishment in the extended Park Shore Placement Area (near Clam Pass) the following should be taken into consideration: The purpose of nourishment in Clam Pass Park is to restore erosion losses since 1999 by maintaining a beach width from the baseline of 80 feet, while the purpose of Clam Pass dredging is to restore the alignment of Clam Pass to the previously approved location and to conduct periodic maintenance dredging of a portion of the Clam Pass Channel in order to maintain tidal exchange between Clam Bay and the Gulf of Mexico. A number of parameters are provided in the NRPA Management Plan (2014) for consideration for determining whether to consider maintenance dredging. These include tidal range data, cross sectional areas in Sections A, B and C of the inlet and flood shoal, volume of shoaled material, inlet length and ebb shoal location. The amount of sand to be dredged during each maintenance dredge event will be based on a pre -construction survey conducted prior to each maintenance event. The inlet throat (Segment A) will be graded as necessary to shape the inlet so that it closely mimics the natural inlet cross section at stable inlet conditions. The beach -compatible sand will be placed north of the Pass, along Pelican Bay Beach, and south of the Pass, along Clam Pass Park Beaches. Analysis of post -nourishment physical monitoring data will evaluate shoaling rates within the Clam Pass dredging template including Sections A, B and C. The shoaling rates and inlet stability parameters will be compared to critical conditions as identified in the Clam Pass NRPA Management Plan. f. Monitoring reports and data will be submitted to the FDEP, Division of Water Resources Management, JCP Compliance Officer, in Tallahassee. The report and individual submittals will be labeled at the top of each page: "This monitoring information is submitted in accordance the approved Monitoring Plan for Permit No. [XXXXX-XXX-JC] for the monitoring period [XX]." A9 Packet Pg. 206 8.A.2 Phvsical MonitorinLFSummary Monitoring Task Pre- Post- 1st 2nd 3rd 4th Project Project Year Year Year Year Beach Profile Surveys1,2 X X4 X X R-17 to R-84 Bathymetric Surveys Borrow Area T1 X Bathymetric Surveys Doctors Pass X X Bathymetric Surveys 5 Clam Pass X X X X Monitoring Report X X X 'Surveys from R-17 to R-21 may be conducted as part of the Wiggins Pass Maintenance Dredging Project during years when surveys are required by both projects. 2Intermediate profile R-58A included. BBorrow Area T1 resides in Federal Waters, and the County requires the Contractor to conduct a post - construction survey by a Florida registered surveyor. 4When only a partial project is constructed, pre- and post -construction surveys can be limited to the construction area plus 5,000 feet north and south or to the edge of the nearest inlet. 5Clam Pass is surveyed when sand is placed by nourishment activities north of R-44+500 Reference Bureau of Beaches and Coastal Systems (BBCS), Monitoring Standards for Beach Erosion Control Projects, May 2014. Turrell, Hall & Associates, Inc., 2014. Clam Bay NRPA Management Plan, Version 6.5, November 2014. P:\Collier\152588 Collier 15 Year Permit\FDEP\RAI No. 1_021215\Attachment No. 37-1 -Physical Monitoring Plan March 2015.doc 5 Packet Pg. 207 8.A.2 Appendix B 2023 Nourishment Completion Statement M N O N T- L d E Q d t+ E E O U O y Q R fA R O U M N ti O N r d Y V R d R C d Q1 GN i Packet Pg. 208 8.A.2 ,A APT IM July 10, 2023 Andy Miller, Collier County Transportation Management Services Department Coastal Zone Management Section 2685 South Horseshoe Drive, Unit 103 Naples, FL 34104 APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC 6401 CONGRESS AVE, SUITE 140 BOCA RATON, FL 33499 561.441.5499 STEPHEN.KEEHN a@APTIM.COM Re: Completion Statement for Collier County 2023 Emergency Berm Renourishments: Barefoot Beach, Vanderbilt Beach, Pelican Bay, Park Shore, Naples, and Marco Island Dear Andy: This letter is to provide notice of substantial completion of the Collier County Emergency Berm (Project) which was performed in response to Hurricane Ian under the Emergency Final Order (EFO) permit number 2022-047-DAO. In addition to the EFO, portions of the project have active State of Florida Department of Environment Protection (DEP) permit numbers 0331817-004-JM and 0235209-008-JC. The Project was designed to address the loss of storm protection caused by Hurricane Ian on September 28, 2022. This completion statement is based upon weekly site visits by the engineer, construction observations by Collier County (County) inspectors, Contractor's construction reports, and surveys by APTIM. This is the first phase of construction, with construction of south Naples to occur after sea turtle nesting season is complete. All locations and elevations specified by the Engineer of Record (EOR) have been verified and are detailed herein. The activities authorized by the permit have been performed in compliance with the specifications approved by the County. The original plans and specifications were signed and sealed by the EOR, and Appendix A shows the bid construction plans. The alignment varied during construction to avoid major storm damages and natural and physical obstacles. The Project was divided into Reach A and Reach B, respectively to separate truck access locations and work areas for the contractors. Reach A included the placement of fill alongshore at Naples and Park Shore. Phillips and Jordan (P&J) was contracted to conduct this work covering a total of approximately 32,624 linear feet. They began mobilization on April 5, 2023 and concluded work on May 26, 2023. To place the required fill at Naples from R-58A to R-79 (19,145 linear feet), P&J utilized access locations at Haul Road (vicinity of R-63) and 1711 Avenue South. Similarly, to place fill at Park Shore, P&J utilized Horizon Way as an access location to place sand from R-44 to TR-57+500 (13,479 linear feet). The original design called for continuous fill to be placed from R-58A to R-89, but the narrowing beach towards the south of the Project area and the need for easements led to the transition to place fill only up to R-79. This portion of beach in Packet Pg. 209 8.A.2 A PT I M APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC Page 12 Naples from R-79 to R-89 may be constructed in Fall 2023. P&J concluded construction at Park Shore utilizing the Horizon Way access point. Construction began to the north at R-44 and worked south towards the access location. The contractor then shifted south to TR-57+500 near Doctor's Pass and worked back north. P&J truck hauled sand from the Stewart Materials sand mine in Immokalee, Florida for the duration of the construction of the berm. Reach B required sand to be placed at Barefoot Beach, Vanderbilt Beach, Pelican Bay, and Marco Island. Earth Tech Enterprises (Earth Tech) was selected for the Reach B work covering approximately 28,736 linear feet that was north and south of the Reach A Project area. The placement of sand occurred at R-1-80 to R-9+200 for Barefoot Beach (8,412 linear feet), R-22 +300 to R-30 for Vanderbilt Beach (8,376 linear feet), R-30+512 to R-36+10 for Pelican Bay (5,769 linear feet), and R-142+292 to G-2 for Marco Island (6,179 linear feet), respectively. Three access points were utilized by Earth Teach including Barefoot Beach, Vanderbilt Beach to place fill at both Vanderbilt and Pelican Bay, and Marco Island. Sand was truck hauled from Vulcan Materials Company in Moore Haven, Florida for the Barefoot Beach, Vanderbilt Beach, and Pelican Bay fill Projects. Sand for Marco Island was hauled from Stewart Materials sand mine similar to the Reach A scope of work. Mobilization to Vanderbilt Beach began on April 17, 2023. Following construction at Vanderbilt Beach and Pelican Bay, Earth Tech remobilized to Barefoot Beach for construction at R-1 to R- 9. Fill was placed within the template and avoided turtle nesting locations. Additionally, troughs perpendicular to the beach caused by Hurricane Ian were also infilled. The location and volume placed alongshore varied to accommodate changes in the profiles and obstacles to the original alignment caused by the storm with additional fill placed at apparent voids along the 8,412 linear feet. The final portion of Reach B constructed was Marco Island. Due to changes in beach condition prior to construction, the initial design template was modified to stay within bid volumes. The portion of work at Marco Island was finished on June 19, 2023. The fill areas were covered under the FDEP permit, and access to the areas were either via County easements or the placement of sand seaward of the erosion control line. Hauling and grading activities were conducted during daylight hours, six days per week apart from a few weather days and Memorial Day. All sea turtle nests within the project area were monitored daily in the morning before construction began. As -built surveys were conducted as illustrated in Appendix B for profiles comparing pre - construction and post -construction berm elevations. During construction, a storm on April 29, 2023 impacted the project area and caused losses of sand at the berm. Table 1 presents the project tonnage by reach and volume between pre -construction and post - construction surveys. Approximately 393,500 tons or 262,300 cubic yards of sand were placed at the Project based on truck weight tickets. Pre -placement and post -placement survey at the R- monuments measured approximately 434,000 tons or 289,300 cubic yards of volume change Packet Pg. 210 8.A.2 APTIM APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC Page 13 within the project area between March and May due to sand placement activities. The difference was expected and may be explained by bulking during sand placement, which can be approximately 10%. Table 1. Project Tonnage Summary Project Reach Barefoot Reach Exten R-1-80 to R-9+200 IDistan—cli 8,412 Design (T) Tonnage 73,989 Volume Pre- Post- 82,334 74,007 Vanderbilt R-22+300 to R-30 8,376 66,141 63,196 69,806 Pelican R-30+512 to R-36+10 5,769 43,244 41,319 37,194 Park Shore R-44 to TR-57+500 13,479 67,272 68,879 77,474 Naples R-58A to R-79 19,145 108,899 109,753 129,887 Marco Island R-142+292 to G-2 6,179 36,392 36,367 37,145 2023 Renourishment R-1-80 to R-79 and R-142+292 to G-2 55,181 395,955 393,503 433,843 Sediment samples were collected by APTIM and Collier County during construction and post - construction from the beaches or the sand mines. Sieve analysis testing was performed by Vulcan, Stewart, and APTIM. All sand placed during the project meets FDEP specifications. Detailed results are provided in Appendix C and summarized in Table 2. Packet Pg. 211 8.A.2 APTI M APTIM ENVIRONMENTAL & INFRASTRUCTURE, LLC Page 14 Table 2. Post -Construction Sediment Testing Results Summary Sample Location R-2 (Barefoot) Testing Company Vulcan Date 5/17/23 Mean Grain Size 0.40 Sorting Value (phi) 0.86 Silt Content N 0.12 Munsell Color Value 7 R-8 (Barefoot) Vulcan 5/31/23 0.45 0.82 0.06 7 R-22+500 (Vanderbilt) Vulcan 4/17/23 0.46 0.74 0.03 8 R-24+400 (Vanderbilt) Vulcan 4/19/23 0.44 0.97 0.14 8 R-31 (Pelican Bay) Vulcan 5/6/23 0.50 0.76 0.10 7 R-33 (Pelican Bay) Vulcan 5/2/23 0.44 0.92 0.20 7 Average 0.45 0.85 0.11 7.3 R-45 (Park Shore) Stewart 5/5/23 0.34 0.73 0.44 8 R-51 (Park Shore) Stewart 5/15/23 0.33 0.76 0.15 8 R-58A (Naples) Stewart 4/25/23 0.32 0.70 0.47 8 R-72 (Naples) Stewart 4/13/23 0.36 0.83 0.20 8 R-143 (Marco) Stewart 6/8/23 0.34 0.78 0.31 8 R-147 (Marco) Stewart 6/16/23 0.33 0.78 0.40 8 Average ��1 11 p�.s� 0.76 0.33 8 *All shell content percent Is assumed as IPVN a111fN part. s *7 No. 34W7 t Sincerely, _ 10cc S 0 ; STATE OF 4l kr.. �i�C� • . 0R14 . • ♦ Stephen Keehn, PE ���.4"/ONAL ��:��* Senior Coastal Engineer ' I r I I II I W Aptim Environmental & Infrastructure, LLC cc: Chris D'Arco, Collier County Larry Humphries, Collier County Nicole Sharp, PE, APTIM James Austin, El, APTIM Sean Ryan, APTIM Pr 13, 2c)z3 Appendix A - Collier County Emergency Berm Construction Plans Appendix B - Collier County Profiles Appendix C - Stewart and Vulcan Sand Testing Results Packet Pg. 212 8.A.2 Appendix C Major Storm Information M N O N T- L d E Q d t+ E E O U O y Q R fA Cu O U (D N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 213 8.A.2 Major Storm Events near Collier County From 2004 to 2015, five major storms have made landfall near Collier County having the potential to disrupt coastal processes and change the beach topography in the project vicinity. Each storm's track can be seen in Figure 1. 'Hurricane Charlie (9-15 August 2004) Charley was the strongest hurricane to hit Florida since Hurricane Andrew in 1992. Before Charley made landfall on August 13 near Cayo Costa, which is just north of Captiva, it had made landfall in Cuba as a category 2. The storm decreased to a category 1 while making landfall in Cuba but then increased steadily as it made its way to Florida's southwest coast. Charley hit Florida as a category 4 hurricane with maximum sustainable winds of 150 mph. Hurricane Charley was a small storm in size but caused great damage to Florida's southwest coast. 2Hurricane Katrina (23-30 August 2005) Hurricane Katrina is one of the most devastating hurricanes making landfall in the United States. Katrina was the making of three storms in the Atlantic Ocean and made landfall over the Bahamas as a Tropical Strom. While heading to Florida's east coast the storm strengthened to a category 1 hurricane just before making landfall near Miami -Dade County. The storm weakened to a tropical storm while passing over the peninsula. After spending six hours on land with winds estimated up to 70 mph, the storm entered the Gulf of Mexico just north of Cape Sable on August 26. Not soon after entering the Gulf, Hurricane Katrina grew in size and ultimately hitting the United States again in Louisiana as a category 5. Figure 1 Storm Tracks (2004 to 2012) % O � ff� l� — TROPICAL STORM OERRY 2012 a TROPICAL STORM FAY 2008 — HURRZAHE WILMA 2005 — HURRICANE KATRINA 200 , — RURRICANF CIWREY 2004 , IL PROJECT LOCATION 0 9Q NOTE: oM 1. HURRICANE TRACKS ARL APPROXIMATE AND BASED ON INFORMATION FROM NOAA. 2, EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. 3Hurricane Wilma (15-25 October 2005) Hurricane Wilma was the strongest hurricane recorded for 2005 with winds up to 185 mph. Forming in the Caribbean Sea, Hurricane Wilma reached a category 5 hurricane over open waters. Wilma then decreased to a category 4 just before hitting the Yucatan Peninsula of Mexico. After passing over land, the winds decreased to 100 mph. After a brief increase over the Gulf of Mexico, Wilma entered the U.S. near Cape Romano Oust south of the project area) as a category 3 hurricane on October 24. Wilma caused ten tornadoes while making landfall in the U.S. and caused damage to the surrounding coastline. Packet Pg. 214 8.A.2 4Tropical Storm Fay (15-26 August 2008) Tropical storm Fay made landfall in Florida a record setting four times. After passing over the Florida Keys with winds up to 50 mph the storm slightly increased to 65 mph winds before making landfall just south of Marco Island on August 19. Rainfall estimates in Florida reached over 27 inches causing severe flooding. Storm surge and prevailing winds by the slow moving storm caused moderate coastline erosion along southwest Florida. 5Tropical Storm Debby (23-27 June 2012) Tropical Storm Debby reached a peak wind speed of 65 mph while in the Gulf of Mexico. After forming in the middle of the Gulf of Mexico, the storm headed north. After influence from a low pressure, the storm then turned west and eventually made landfall in Florida near Steinhatchee on August 26. Winds were recorded at 40 mph when making landfall on Florida's west coast. Although the storm hit northern end of the peninsula, it is recorded that Pinellas and Charlotte Counties' beaches lost 10 to 15 feet of shoreline. The City of Naples experienced a meteotsunami' in January 2016. A graph of the observed water levels at the Naples Tide Station on January 17, 2016 documenting the meteotsunami is shown in Figure 2. Figure 2. Observed Water Level in Naples Florida on January 17, 2016. 6.0 4.0 -2.0 NOAA/NOS/CO-OPS Observed Water Levels at 8725110, Naples FL From 2016/01/17 00:00 GMT to 2016/01/17 23:59 GMT rvviwr rvw��.en4er wr vperauUnai Uceanuyrepmc MUUULu anu 3WY1Les 00.00 04:00 08:00 12:00 16:00 20:00 1/17 1/17 1/17 1/17 1/17 1/17 — Predictions — Verified --- Preliminary 6.0 5 Hurricane Irma (August 30-Septmeber 11, 2017) Tropical Storm Irma formed in the far eastern Atlantic Ocean, just west of the Cape Verde Islands, on the morning of August 30th. Over the Meteotsunamis have the characteristics similar to earthquake -generated tsunamis, but are caused by air pressure disturbances often associated with fast moving weather systems, such as squall lines. These disturbances can generate waves in the ocean that travel at the same speed as the overhead weather system. Development of a meteotsunami depends on several factors such as the intensity, direction, and speed of the disturbance as it travels over a water body with a depth that enhances wave magnification. NOAA 2015 2 Packet Pg. 215 8.A.2 following 30 hours Irma intensified into a major hurricane with highest sustained winds of 115 MPH, a category-3 storm on the Saffir-Simpson Hurricane Wind Scale. As Irma began to approach the northern Leeward Islands on September 4th and 5th, the hurricane rapidly intensified while moving over warmer water and into a more moist atmosphere. The storm became a rare category-5 hurricane on September 5th, with maximum sustained winds of 185 MPH. This made Irma the strongest hurricane ever observed in the open Atlantic Ocean, and one of only 5 hurricanes with measured winds of 185 MPH or higher in the entire Atlantic basin. Over the next few days Irma continued moving west, passing through the northeast Leeward Islands, Virgin Islands, and just north of the islands of Puerto Rico and Hispaniola, while maintaining its category-5 winds. The storm finally "weakened" to a category-4 hurricane on September 8th, but still had devastating winds of 155 MPH while moving through the southern Bahamas. Irma intensified to a category-5 level once again that evening, with top winds of 160 MPH, as it approached the northern coast of Cuba. Irma moved west along or just inland from the northern coast of Cuba on September 9th. This interaction with land disrupted Irma's structure a bit, as a hurricane requires plenty of deep warm water beneath the storm's center to maintain the extremely low pressure and strong winds. Thus Irma weakened slightly to a category-3 hurricane with winds of 125 MPH. Resilient Irma made a final attempt to re -intensify while crossing the open waters of the Florida Straits. The storm quickly reached category-4 intensity with 130 MPH winds early in the morning of September 10th, while approaching the vulnerable Florida Keys. The major hurricane made landfall near Marco Island in southwest Florida around 3 pm EDT on September 10th, as a category-3 storm with 115 MPH. Naples, Florida reported a peak wind gust of 142 MPH. Irma moved quickly northward, just inland from the west coast of Florida on September 10th and 11th. When Irma first developed in the far eastern Atlantic, despite its strength, its wind field was quite small. As the storm approached Florida, however, its wind field expanded dramatically. As Irma hit Florida, tropical storm force winds extended outward up to 400 miles from the center, and hurricane force winds extended up to 80 miles. Hurricane force wind gusts (i.e. 74 MPH or more) were reported along much of the east coast of Florida, from Jacksonville to Miami. In addition to the long periods of heavy rain and strong winds, storm surge flooding also occurred well away from the storm center, including the Jacksonville area, where strong and persistent onshore winds had been occurring for days before Irma's center made its closest approach. By the time the minimal hurricane reached northwest Florida (on the morning of September 11th), the wind gusts across south Georgia and northwest Florida were generally in the 45 to 60 MPH range (Fig. 8). Conditions improved rapidly once the storm center passed by as strong, dry southwest winds aloft made the system asymmetric, with nearly all of the rain and most of the strongest winds being along and north of the poorly -defined center. Irma weakened to a tropical storm in south Georgia in the afternoon, and further into a tropical depression while moving north across central Georgia in the evening. See the Figure 3 in this section showing the 2017 storm tracks. According to the National Weather Service, wind gusts over 50 mph and heavy rain impacted the Naples area on Thursday December 20, 2018. At approximately 1:30 pm another meteotsumami hit the Naples area with wave heights momentarily increasing by 3 feet over the projected level and decreasing rapidly over the next hour. Figure 4 shows the predicted and actual water levels on December 20, 2018. 3 Packet Pg. 216 8.A.2 Figure 3. Hurricane Tracking Chart for 2017. 2017 h2bV k "' t&€ 283 TS ARLENE APR +9-2, 2 TS 81 JLM 10-20 1 T" CINPv X"2010 A 78 0—P JVL m'.5 5 75 EMLY JUL 30 AUG 1 E N FRAM AUG 7.10 7 H GERT AUG 13.17 3 NM HARVEY AUG 17-SEP 1 S IW II AUG 3"EP 12 FO YH JC9E W "2 El R NATIA SEP" U.S. DEPARTMENT OF COMMERCE, NATIONAL WEATHER SERVICE ; 15 NORTH ATLANTIC HURRICANE TRACKING CHART f 16 11 1" lEE 13 MN IMAIA t4 N HATE S6P 11-10 SEP 16 OCT 44 1Q 14 17 { + 12 r +. F5 MH OPMUA AS Ts MILIPPE 11 TS RINK OCT 915 QCT 2 n Nov ! + + + ��+ *-` + f ," i++++ 9..r 91 m4 ++ + 1 r • +* //r 1% n9 +` 2 $ 1D 962 and ❑ �3 22 : • +990 and 21 * 959 m6 23 1 •S • , +• 20 ad, 2? - 29 w 30 • + s • 31 • 8• 12 _ 27�19 28 16 220.•+�6 x 20 is 937mb`2822 � 991mb • 26�1• ,B 5❑ +~i 17 1g7r• 10 13 2s - 2+ 1 RJ 12 ♦ • i 251 29 21 48T mb 17 ' 1 • 25 ! 28 to � 7 27 24 • +E • 8 11 11 * • 5 • 311. 9 41 l a. J; 21 15 972 m8 24 20 1 } 24 6 12 982 mb $ • & . LLJ g 3 79 • 23 3❑ 1001 mb 101D 15 113 ' 0 23*13 4 1a, / 26 t1 �b 14 ..22 • 987 mb 22 • II �7 1i 10 16• 7LI 20 1 3a E 1 • fi ♦ 7 lOp07rrb 16 21 - 914 mb 21 • 6. 1 2 • 31 • • 31 _ • 5 ® • f938mb - - .. B 20f 20 �• .` • b • 4 /// • 79 s 18 e • w i9 15 7 w 98 170 16 • � •4 _ • • 908 mb 19 • �� 77 17 F� �� y 5 . t6 6 • • 4 13 3 14 ❑ . 10 ❑ ` ❑ 10 4 •17 l 19 1005 WARERt GONFOla—COMIC PROJECTaN 8 f} ! mb • 2 ❑ siANwRo aARAu6TSAT 3o ANo m 1 007 rnb - i+ Figure 4. Observed Water Level in Naples Florida on December 20, 2018. NOAAINOSICO-OPS Observed Water Levels at 8725110, Naples, Gulf of Mexico FL From 2018112/20 00:00 GMT to 2018112/20 23:59 GMT 4.0 00:00 12120 — Predictions NOAA/NOS/Center for Operational Oceanographic Products and Services 06:00 12:00 18:00 12120 12120 12120 Verified — Preliminary 4 • 12 4.0 2.0 0.0 -2.0 r m to d M C d Cf Q U Q U CO) N r O C N E t t.9 11f a+ Q Packet Pg. 217 8.A.2 References 1 Blake E.R., D.P. Brown, R.J. Pasch, "Tropical Cyclone Report Hurricane Charley," National Hurricane Center, September 2011, http://www.nhc.noaa.gov/. 2 Brown D.P., R.D. Knabb, and J.R. Rhome, "Tropical Cyclone Report Hurricane Katrina," National Hurricane Center, December 2005, http://www.nhc.noaa.gov/. 3 Blake E.R. and H.D Cobb III et. al, "Tropical Cyclone Report Hurricane Wilma," National Hurricane Center, January 2006, http://www.nhc.noaa.gov/. 4Beven, J.L. and S.R Stewart, "Tropical Cyclone Report Tropical Storm Fay," National Hurricane Center, February 2009, http://www.nhc.noaa.gov/. SKimberlain T.B., "Tropical Cyclone Report Tropical Storm Debby," National Hurricane Center, January 2013, http://www.nhc.noaa.gov/. 6National Oceanic and Atmospheric Administration, "Detailed Meteorological Summary on Hurricane Irma, Hurricane Irma Synopsis" National Weather Service, January 2018, https://www.weather.gov Naples Daily News, Scientists: Waves that surprised SWFL beachgoers last week caused by rare meteotsunami, December 27, 2018 5 Packet Pg. 218 8.A.2 Appendix D-1 Survey Certification Post -Ian M N O N T_ L d E Q d t+ E E O U O y Q R fA R O U M N ti O N r d Y V R d R C d Q1 Gl i Packet Pg. 219 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Survey Report Notes and Certification Survey Title: 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Prepared Date: January 2023 Prepared For: Collier County Coastal Zone Management Prepared By: APTIM Environmental & Infrastructure, LLC Dates of Survey: November 2" d, 2022 to December 91h, 2022 Survey Location: FDEP monuments R-1 through R-89, H-1 through H-16, and R- 128 through R-148 including required intermediate profiles. Notes: This survey report has been prepared to accompany Survey Maps entitled "2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report" prepared by APTIM Environmental & Infrastructure, LLC 2. The survey is neither valid nor complete without both the survey report and described survey maps. Digital data files encompassing the following have also been provided to FDEP in the following formats listed: • Monument Information Report (Appendix 1) • Federally Compliant Metadata (Appendix 2) • ASCII file containing xyzprofile data points. Data provided in NA VD 88 (Appendix 3) • ASCII files containing the profile data processed into the FDEP distance and depth format, (NA VD 88) including headers (Appendix 4) • Profile Plots (Appendix 5) • PDF copies of project field books with computations and reductions (Appendix 6) • Digital Ground Photography (Appendix 7) 3. This map and report or the copies thereof are not valid without an original raised seal or a digital signature file by the certifying professional surveyor and mapper who shall retain and original hard copy of the signed and sealed map or report. 4. The information on this map represents the results of the survey on the dates indicated and can only be considered as indicating the general conditions existing at the time. APTIM Packet Pg. 220 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report 5. Additions or deletions to survey maps or reports by other than signing party or parties is prohibited without written consent of the signing party or parties. 6. The coordinates are in feet based on the vertical and horizontal data that was collected and presented relative to the North American Vertical Datum of 1988 (NAVD 88) and the Florida State Plane Coordinate System based on the Transverse Mercator Projection, East Zone, North American Datum of 1983 (NAD 83/2011). 7. Vertical measurements are based on FDEP second order monuments A05, A10, A11, A15, A25-2 1987 ADJ, A25 RM4-ADJ, and 872 4991 D TIDAL per published FDEP coordinates. 8. Bearings are based on a grid North bearing 9. Lands were not abstracted for rights -of -way, easements, ownership, or other instruments of record. 10. Underground and subaqueous improvements and/or utilities were not located as part of this survey and should be field verified prior to any dredging or construction activities. 11. Refer to APTIM field book #525 for the onshore portion and APTIM Navigational field book #49 for the offshore portion. (Provided Digital Copies Only) 12. Aids to navigation were not located during this survey. 13. Soundings were collected using a Teledyne Echotrac E20, Single Frequency, survey grade sounder. The sounder was calibrated prior to the start of the survey following manufacturers recommended procedures. 14. Survey plan views are intended to be viewed at a scale of 1 "/400' or smaller. 15. This survey was conducted for Collier County Coastal Zone Management for use as a Topographic and Hydrographic Beach Post Hurricane Monitoring Survey. 16. Ref. Pt. (Reference Point) is a term used in the monument information report referring to any location that can be defined by horizontal coordinates and is used as range point 0+00 for profile control. Reference Points may not necessarily be the location of a set control monument. 17. NO RTK is a term used in the monument information report referring to monuments that were not found and/or not located by GNSS due to overhead cover, deep burial, or impenetrable obstacle. APTIM Packet Pg. 221 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Certification: I hereby certify that this hydrographic and topographic survey is true and correct to the best of my knowledge and belief as delineated under my direction. I further certify that it meets the minimum technical standards set forth in Chapter 5J-17, adopted by the Florida board of professional surveyors and mappers, pursuant to section 472.027 of the Florida Statutes. Michael Digitally signed by Michael Lowiec, Lowiec, PSM LS6846 Date: 2023.01.30 PSM LS68461 1:58:3 7 -05'00' Michael Lowiec, P.S.M. Date Florida Professional Surveyor and Mapper LS #6846 APTIM Coastal Planning & Engineering, LLC C.O.A. LB# 4028 6401 Congress Ave. Suite #140 Boca Raton, Florida 33487 APTIM Packet Pg. 222 8.A.2 Appendix D-2 Beach Profiles R-17 through R-84 M N O N T- L d E Q d t+ E E O U O y Q R fA R O U M N ti O N r (D Y V R d R C d Q1 GN i Packet Pg. 223 (£ZOZ`VL a0glu0;d0$ 00};IWWOO faoslnpd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :IU8Wt40e};d N Q W Ida UO Z ZO O� 0� NZ a W Z¢ J Op �Z Q O FI FI Z (n j as �a N I I I I 00 NN O O O O NN NN 3 i QAYN '13 "A313 N �o O O l)u1 -r10 it) O u1 O N N N QAYN '13 "A313 N N 0 0 00 N N E li O _ U � N 0)Ln �C O i NO N O LC DONS ' a O� i rn-0 U M B OMMO) O Z J M y HWM—E (n (N N 7 WSW t O J Z ^CLxp3 (D<<= 3 Ln z Li d 3 E W Ld J O CY Q D Z N to O I,.I J =li Z p ao o > I,,� a N mm w z }= N �U =) LLJ oM Z U D t� o O o CY U N W J N ZE J W N OJ N N O N oo 4 U 0 0 N Im.O 3 W y W C�f� N 0o ,�., eN a O N FAm O O O N (£ZOZ`VL a0glu0;d0$ 00};IWWOO fUOSIApd le;seOo : 6ZL9Z) 40MOed ePU06V Oda - CZ-jVV60 :IUOWL40e};d LO N Q LU LU UU Z 20 O� Z (n cr Ui Kuj Q J 20 ?Z KQ OU W I ti Zti = as �a to to to NN O O O OCA CA CA CA 4AVN '13 "A313 O b 0 3 of o 2 o N MI OI IO 00 IO I I I � I I I o I 4 o �- Io ~ Z W I Z I � I � O I O � I 3 W I N y oo U .II ro Z I N s O 3vniDA I I 10 I I I I a Im I I� I to I a W h N I � I I I 0 0 4AVN '13 "A313 N N E a O _ U � N 0 �C O i NO N O LC D O N 'It' d O�I0)-0 U M B O M M O Z J M y �U-M"E (n (N N 7 WSW t O J Z ^c¢QO o= 3 lnz Lid 3 Y W CY J Q D _ U. 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Z U D N w �W J =L� Z p Qo o > Aa n a C) z w �U N j W F-- w F= ]m Z D p 0 Y U J W' J W CV J CV O '1 00 i�H O Crra u�T.7 Fx� rfj�� oa ~ cz WW Ou w� 4. (£ZOZ`ti4 aaquaa;dag aalipwoo AJosinpbr JUISBOO : 6ZL9Z) 1011oad epua6V OVO - CZ--PV60 :IUGW143BPV to WZ WAY U U Q Q Zoo I' U » 0 0 I.- CIE O W (AZZZZ Lo(n(AZZc a a a :Z :z c ^ O ^ O O I I I I I n�O�tONc O O^ N N c O O O O O C N N N N N c -J LV cC co cC r 0 I I I 04 4AYN Ud " A313 0 m O I Ln W I N NN co b 0 0 U- o �- o h N Z LU I Z I 0 O W O � I 3 W I LU o 2 00 Q I I � I � I e � I � I Im o O a I ..I � I IW � I � I o O N � I o vN N o n o n o_ n o I I I N OAVN U-4 " A313 N E a O _ U � N NLn Y O i NO N O LC DONS E d O�I0� U M B O M M (n O Z J M ti �L�M"E N N N 7 WSW t O J Z ^Cx03 coax 3 Ln z Li d 3 Y W CY J Q D _ U. Z U D N w � W J =L� Z p Qo o > Aa n a C) z w � U N j W F-- w F= ]m Z D L� p 0 LO Y U W' J W CV J N J O '1 00 U W m O < O C�Gz7 Fx� rfj�� oa I-- °C �2 C�W oWx 4. (£ZOZ`ti4 aaquaa;dag aalipwoo AJosinpbr JUISBOO : 6ZL9Z) 1011oad epua6V OVO - CZ--PV60 :IUGW143BPV r- m co Ct LL- J_ 0 Ai C 2 Q W f L c L c C 3 i EN I 1 1 4AYN '13 " A313 o to 0 0 N 0 ro 0 �o 0 0 a o U 0 2 0 O b O O a m p O O W N y o N I I I N N 4AVN '13 " A313 N E a O _ U � NLn N �C O i NO N O LC DONS E d O�I0� U M B O MM Cn O Z J M y ��rn�_ H M E (n (N N 7 WSW t O J Z ^Cx03 (D < = 3 Vn z Lid 3 Y W Ld D J _ cy- < U. z U D N w �W J LW Z p Qo o > a n a C) z w �U Ln j W F-- F=- �mzJa D L� p 0 Y U A LO J j' J W CV Z) J CV J O '1 00 U W O Q p�� 2 Fx� rfj�� oa ~ a� WW Ou w� W 4. 8.A.2 Appendix E 2006 Post Construction Volume and Shoreline Change (CP&E) Packet Pg. 298 8.A.2 TABLE 3 VANDERBILT BEACH AND PELICAN BAY MHW SHORELINE CHANGES AND ADDED BEACH WIDTH PROFILE AS SEPT.05 NOV.05 AREA BUILT to JUN. 06 to JUN. 06 WIGGINS PASS R-17 26.6 R-18 7.6 R-19 -11.0 R-20 5.8 R-21 16.3 R-22 -1.2 1.3 R-23 --------------- R-23 ------------------------------------------------------------ 24.6 25.4 23.3 R-24 32.7 14.5 19.0 R-25 45.3 49.4 43.9 R-26 57.0 42.7 44.4 R-27 66.2 53.2 44.9 R-28 51.7 44.8 48.1 R-29 67.0 67.3 61.1 R-30 39.7 35.1 33.9 R-31 36.4 25.2 27.4 R-32 44.2 37.3 28.3 R-33 38.0 14.7 12.0 R-34 47.3 31.5 20.8 R-35 43.1 33.6 22.3 R-36 40.7 21.3 12.2 --------------------- R-37 ------------------------------------------------------------ 10.7 -9.6 R-38 -3.0 -22.4 R-39 18.3 -4.2 R-40 21.6 6.3 R-41 -7.3 2.0 CLAM PASS VANDERBILT 48.0 41.6 39.8 R-22 TO R-31 PELICAN BAY 41.6 27.3 20.5 R-31 TO R-37 --------------------- MONITORING AREA ------------------------------------------------------------ 23.2 20.8 R-17 TO R-41 8 COASTAL PLANNING & ENGINEERING, INC. Packet Pg. 299 8.A.2 TABLE 4 NORTH PARK SHORE AND PARK SHORE M SHORELINE CHANGES AND ADDED BEACH WIDTH PROFILE AS SEPT.05 NOV.05 AREA BUILT to JUN. 06 to JUN. 06 CLAM PASS R-42 -4.6 -7.1 R-43 -8.7 -13.0 R-44 26.2 12.3 R-45 0.6 -7.8 ----------- R ---------46 -------------4T.5 4.5 ----------------0--.6 ------------------------ -3.7 R-47 30.7 12.4 10.7 R-48 46.5 19.0 17.7 R-49 43.3 6.4 -2.7 R-50 57.0 40.4 30.0 R-51 86.4 68.8 63.7 R-52 99.2 88.6 69.1 R-53 45.7 49.3 49.8 R-54 48.3 43.5 42.3 --------------------- R-55 ------------------------------------------------------------ -5.9 -20.7 R-56 -5.2 -9.3 R-57 39.7 12.7 DOCTORS PASS --------------------- PROJECT AREA -------------------------------------------------------- 55.7 36.4 6. 30.8 R-46 TO R-54 MONITORING AREA 23.1 15.3 R-42 TO R-57 11 COASTAL PLANNING & ENGINEERING, INC. Packet Pg. 300 8.A.2 TABLE 5 NAPLES BEACH MHW SHORELINE CHANGES AND ADDED BEACH WIDTH PROFILE AS SEPT.05 NOV.05 AREA BUILT to JUN. 06 to JUN. 06 PASS -DOCTORS -------------------- R-58A ------------------------------------------------------------ 118.4 66.7 63.3 R-58 96.8 77.5 59.4 R-59 59.9 86.9 71.5 R-60 41.9 51.1 44.5 R-61 12.6 41.3 48.9 R-62 49.9 68.3 70.1 R-63 93.7 49.7 38.7 R-64 47.9 19.9 14.8 R-65 36.0 50.5 30.5 R-66 60.6 53.6 36.2 R-67 43.8 67.7 30.7 R-68 35.2 38.0 2.2 R-69 51.4 43.3 31.6 R-70 109.9 106.7 100.2 R-71 123.5 123.4 120.7 R-72 136.3 127.8 126.2 R-73 54.7 53.7 50.0 R-74 76.8 78.3 86.4 R-75 52.4 70.4 51.4 R-76 64.5 93.2 76.3 R-77 47.7 59.6 61.3 R-78 40.6 54.3 44.0 R-79 --------------- R-79 ------------------------------------------------------------ 2.6 4.1 0.8 R-80 28.5 17.8 R-81 10.4 9.2 R-82 15.7 0.7 R-83 16.0 8.8 R-84 15.4 18.5 --------------------- PROJECT AREA ------------------------------------------------------------ 66.1 67.4 57.2 R-58A TO R-78 --------------------- MONITORING AREA47.0 ------------------------------------------------------------ R-58A TO R-84 14 COASTAL PLANNING & ENGINEERING, INC. Packet Pg. 301 8.A.2 TABLE 6 VANDERBILT BEACH AND PELICAN BAY VOLUMETRIC CHANGES (CY) PROFILE AREA EFFECTIVE SEPT. 05 NOV. 05 FROM / TO DISTANCE FT DESIGN AS -BUILT to JUN. 06 to JUN. 06 WIGGINS PASS R-17 TO R-18 1,002 2,229 R-18 TO R-19 1,047 -258 R-19 TO R-20 1,029 -3,088 R-20 TO R-21 1,030 1,896 R-21 TO R-22 1,040 2,489 R-22 TO R-23 568 3,706 4,515 3,790 2,986 R-23 TO R-24 1,057 8,662 8,336 5,557 7,007 R-24 TO R-25 1,082 12,893 13,698 9,690 12,529 R-25 TO R-26 983 15,963 15,892 15,819 16,983 R-26 TO R-27 993 18,856 18,425 16,754 18,293 R-27 TO R-28 1,195 23,327 22,519 19,783 19,538 R-28 TO R-29 855 14,093 14,383 14,833 15,215 R-29 TO R-30 1,028 13,436 14,662 15,549 15,122 R-30 TO R-31 1,037 10,753 9,057 8,372 5,083 R-31 TO R-32 1,006 10,207 8,957 11,916 9,931 R-32 TO R-33 1,017 10,174 9,093 14,588 15,641 R-33 TO R-34 1,026 10,799 10,881 13,058 15,598 R-34 TO R-35 997 11,177 11,277 16,466 16,440 R-35 TO R-36 999 11,245 12,993 13,544 14,369 R-36 TO R-37 1,057 3,623 3,754 8,014 9,132 R-37 TO R-38 976 -350 1,977 R-38 TO R-39 1,022 -2,089 3,417 R-39 TO R-40 1,009 2,255 8,839 R-40 TO R-41 1,012 -1,032 9,435 CLAM PASS -------------------------- VANDERBILT -------------------•-------------- 8,798 121,689 ---------------•-------------- 121,487 110,147 -------------- 112,756 R-22 TO R-31 PELICAN BAY 6,102 57,225 56,955 77,586 81,111 R-31 TO R-37 MONITORING AREA 24,067 189,785 n R-17 TO R-41 17 COASTAL PLANNING tic ENGINEERING, INC. Packet Pg. 302 8.A.2 TABLE 7 NORTH PARK SHORE AND PARK SHORE VOLUMETRIC CHANGES PROFILE AREA EFFECTIVE SEPT. 05 NOV. 05 FROM / TO DISTANCE FT DESIGN AS -BUILT to JUN. 06 to JUN. 06 CLAM PASS R-42 TO R-43 1,039 -5,456 -6,534 R-43 TO R-44 997 -690 1,022 R-44 TO R-45 -----R------------------- 1,048 ------------------- -------------- --------------- 3,178 •-------------- -320 --------5,07 R-45 TO R-46 1,106 6,551 8,478 -2,357 -5,071 R-46 TO R-47 973 11,890 10,040 -3,011 -1,948 R-47 TO R-48 933 9,337 9,187 2,982 4,122 R-48 TO R-49 1,067 11,040 11,604 2,770 4,770 R-49 TO R-50 1,086 12,062 11,608 6,150 9,768 R-50 TO R-51 1,329 26,096 26,745 24,038 28,411 R-51 TO R-52 885 23,669 23,960 21,004 20,654 R-52 TO R-53 1,048 24,766 24,719 19,332 16,803 R-53 TO R-54 1,070 13,220 13,412 11,757 10,173 R-54 TO R-55 1,046 1,593 1,986 6,710 3,941 R-55 TO R-56 923 -1,950 -2,338 R-56 TO R-57 768 -23 2,647 DOCTORS PASS -------------------------- N. PARK SHORE ------------------- 3,012 -------------- 27,778 ---------------•------------- 27,705 -2-,386 -------------- -2,897 R-45 TO R-48 PARK SHORE 7,531 112,446 114,034 91,761 94,520 R-48 TO R-55 MONITORING AREA 15,318 140,224 141,739 84,434 86,100 R-42 TO R-57 20 COASTAL PLANNING & ENGINEERING, INC. Packet Pg. 303 8.A.2 TABLE 8 NAPLES BEACH VOLUMETRIC CHANGES PROFILE AREA EFFECTIVE SEPT. 05 NOV. 05 FROM / TO DISTANCE FT DESIGN AS -BUILT to JUN. 06 to JUN. 06 PASS ---DOCTORS - - - - ----------- R-58A TO R-58 -------------------•-------------- 521 22,602 ---------------•-------------- 21,736 6,838 -------------- 4,747 R-58 TO R-59 985 23,123 22,219 22,905 18,219 R-59 TO R-60 1,085 17,447 17,238 16,723 16,192 R-60 TO R-61 1,077 9,591 8,356 21,169 19,194 R-61 TO R-62 1,020 6,192 7,037 24,388 27,401 R-62 TO R-63 1,008 18,303 18,615 20,628 22,986 R-63 TO R-64 926 19,227 18,918 11,100 12,282 R-64 TO R-65 782 9,586 8,688 5,438 6,052 R-65 TO R-66 825 10,404 10,419 11,509 11,201 R-66 TO R-67 800 11,404 12,854 13,959 15,865 R-67 TO R-68 809 8,334 8,879 8,538 10,789 R-68 TO R-69 811 9,378 9,548 3,630 7,166 R-69 TO R-70 798 18,059 16,945 10,186 10,899 R-70 TO R-71 802 31,932 32,220 18,091 18,652 R-71 TO R-72 803 33,727 33,305 21,132 25,950 R-72 TO R-73 811 22,423 22,798 15,331 18,544 R-73 TO R-74 815 16,037 14,982 7,388 14,346 R-74 TO R-75 789 10,498 13,124 10,498 8,505 R-75 TO R-76 800 14,614 15,105 13,492 7,992 R-76 TO R-77 798 16,766 18,147 8,390 14,859 R-77 TO R-78 765 11,433 12,199 2,843 8,279 R-78 TO R-79 1,105 4,203 4,049 -5,264 2,100 R-79 TO R-80 1,150 -8,438 -1,570 R-80 TO R-81 1,077 -2,809 3,070 R-81 TO R-82 874 -1,676 2,774 R-82 TO R-83 1,047 -2,640 194 R-83 TO R-84 960 -5,118 395 -------------------------------------- NAPLES BEACH -------- 18,935 -------------- 345,283 --------------- 347,381 ---------8---- 26,91-2 -------------- 302,220 R-58A TO R-79 -------------------------- AREA -----------i4'-6--- 24,043 -------------- ---------------•-------------- 248,231 ------ 3-0--7-,-0-8--3 307,083 R-58A TO R-84 23 COASTAL PLANNING tic ENGINEERING, INC. Packet Pg. 304 8.A.2 Appendix F Historical Shoreline Change for R-17 through R-84 (Beach Width Comparisons) Packet Pg. 305 N Q 06 (£ZOZ`tiL aaglueldeS GOIIIW aOO AJOSInpy Ie;seOo : 6ZL9Z) ;a)Ped epuOBV OVO - Ulq-60 :IUOWLI:)elly No Z R O � � � m O O 00 N ODZ R N r r r W) N N M O o0 O W M r M M W M N r w W V N O w N r h r r � m N M r (n r M r ((7 r N r M r r r r M r r m r OO m O O O O r N N h (0 O (f) 7 00 O I- V I- N O N co M O M m 00 N m M u) M N O O N M O (0 ;T O O 00 00 m 00 V m (0 00 N O f- O 00 W M V (0 m 00 N O) coN 00 h O O m 00 O O m w(O 00 00 m u f� N (n 0 w m m m N T 1-- m u) O M N O r (n 0 00 r't M u) N T m (2 I'- r 1` O N r m O r N r N m 0 00 r m m 00 f- 1- M N CD V t` M O I- O M M (O m O O CO N V N N 1- 0 N 0 m 0 1- N O O (n 00 f'- � V CO r - r r r r C m N OO co I-- co O O (4 (4 (n m co m V co co V In � 00 N r (n I- O M O O N m O O W 00 00 m O m 00 Cr r r r r r r r r C I- M r V 1- 10 I� O m O M O LO O Il- (D M M LO m m co LO N 00 LO O (() m moo I[I-M m m O M m y N r r r r r r r r r r co f0 CM lf) (n I� N O 00 O m M M m N `1-M N f� 11') (D N � M 00 I� W O O r m r m O O r N O m 00 W m G) LLL ... 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N M N n O) LO (O O O O N n O O n N O O n V M O) LO O n O r N O N N N O M 7 0 d) N N n O Ln M 7 n aD n V W r 0 0 r .- r r r r r r r r r r r r r r r r 0 O oo co n r �' M r o)t a O a v a) o O V W LO LO CO n LO O) t N M O V LA M V O Cn O O LO N O N O O N N n CO 7 7 V LO LO 7 O O N LO M (O M oo LO LO cD L U N N r r r r r r r r r r r r r r r r r r r r r r r A L N Cl) r oo R N N d CO cc d o d M V n N O M N N co O M N n O V oo W N co n n p O) O C W O O O) n O) N N n LO M M N N N v M n O m N w n LO co O N O r r r r r r r r r r r r r r r r r r d .O r U O u) (p O N O O V V O N V (o N n V (O O) N w LO (O LO V N O O LO W M 7 N LO cO O M O O N N M O 11) r O r N N M M O M N O r r r r r r r r r r O O n LO 7 N T r n m C Q r n W O O Cl) O) n Cl) LO N N N O LO W n LO aO 0 7 7 n V N r co n C LO n O O V O cO O O LO !) M N N V V 7 N O N M O r r r r r r r r O) O V O o n N r r r r r r r r r r Z r G 0 7 n N w (O cO O LO V N O O N O O N O w lO O n O) O w N M LO I'-w M w cO r r N LO 11) M M M LO LO 7 V O r W O LO LO LO n N r r r r r r r r m LO LO M LO O O (O N N N 0 7 M O) 7 0 w O w cO O O oO N n M O G M n W r In O O N N M O lO N N N LO N M V W O r 0 r r r r r r r r r r oo O) W O LP) N °o N M M aO O O) N LO O O M O O) O) (O 1- n (O O CO m O O O N LO W G N W O O r W OA r r N O O V M M 117 N V N r O OD r r r r O) W O O V N � r r r r r � � � r � n LO 7 Ln n O O (O (O n LO O to n LO LO n 7 W O (O LO O M G N O N N r 0' r M n O In 7 (O 117 N r N r 0 r r r r O) O I' -In 'T N N � � r r r r r r r � r r (� m V O M m M O O LO I-- V wO w w LO W n LO w n 7 N O w M V G r M V O N N N r C2 7 aD 7 R O n W N N M M (M N mO r r r r mLO 70 M N r r r r r r r r r N M O M N n n M (O N M-It n m N M LO aD V O w O O (O N M M n n O O LO w O O LO 7 0 0 0 n w O m CD n W W oo O (O 7 N CO N r r r r r r C m c6 s L N a p p 0 0 0 0 p p p p p p p p O 0 0 0 0 0 p p p p p 0 0 0 0 0 p p p p p p p O 0 0 0 0 0 p p c) a a y m r r r r r r r r r r r r r- r r r -- r r o) s 3 m O n () v m m o O u m (a 0 d d r d W O W oo O O N M R LO (O 1-w m O N M LO (O n m mO In W O (O (O (O co co (O (O co (O O n n n n n I-- n n I- n N M 'IT oo W w w m LP) (O n oo O O m Lp oO M ao C a O Q Cb O z C) N T OO Lf) N � C Y_ N Q E A 0 co CC _T C C C N N m O to U L .L O 0 O N 'O-N 7 cc 0 co c L C N O U Q" to O O O 3 N C) � ccu C) (o.0o N U _ C � O O N C'p C)r- O Q p y ULo OCD fUA 0 m N C Q Q 2 C z � O 0 a� O w 0 L 6 U 0 U (a O N (a N > d mQmcn 8.A.2 R-17 2005 Beach Width= 51 Beginning Width= Beginning Width= 127 LM pAnnual Erosion= p Annual Erosion= -59 N Annual Accretion= N Annual Accretion= End Beach Width= 77 End Beach Width= 68 Beginning Width= 77 Beginning Width= 68 p Annual Erosion= -33 p Annual Erosion= -81 N Annual Accretion= N Annual Accretion= End Beach Width= 44 End Beach Width= -13 Beginning Width= 44 Beginning Width= -13 pAnnual Erosion= p Annual Erosion= N Annual Accretion= 34 N Annual Accretion= 30 End Beach Width= 78 End Beach Width= 17 Beginning Width= 78 Beginning Width= 17 pAnnual Erosion= p Annual Erosion= -36 N Annual Accretion= N Annual Accretion= End Beach Width= 78 End Beach Width= -19 Beginning Width= 78 Beginning Width= -19 Annual Erosion= p Annual Erosion= -60 N Annual Accretion= N Annual Accretion= End Beach Width= 180 End Beach Width= -79 Beginning Width= 180 Beginning Width= -79 p Annual Erosion= p Annual Erosion= -16 N Annual Accretion= N Annual Accretion= End Beach Width= 180 End Beach Width= -95 Beginning Width= 180 Beginning Width= -95 Annual Erosion= -67 Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 113 End Beach Width= -93 Beginning Width= 113 Beginning Width= -93 M N p Annual Erosion= o Annual Erosion= -14 N Annual Accretion= 59 N Annual Accretion= End Beach Width= 172 End Beach Width= -107 Beginning Width= 172 Beginning Width= -107 C Annual Erosion= -45 p Annual Erosion= -5 N Annual Accretion= N Annual Accretion= End Beach Width= 127 End Beach Width= -112 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 309 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - 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CZ--PV60 :luGwl43BllV � N Q a Cl) a a z m +' m d Y + I U f0 � a � I I 0 +, o � $ 4 N I O O O CO p O 0 O O O O O O O O s 01 N O N r-I N M coI� N m M M ++ M N ri i c-I M N i 00 cn n N r-I N r-I ri Ln r- ri 0 O ri O fN O N O a) N t U m 00 m 00 00) CL- G ^ 00 � Ln 0 Ln N N CL N O L N Q 75 vL) V CD_ N O CL N N 00 U O O Ln 40 a) r- a) O N O Ln o 00 O a) O O D O .i Q V) N � Ntab V) +; Q T Q a) tio 4- Q = 00 0p z to Q N C �j N OA r I I L.LL Q M E .L Ln a) L — L O L 0 v1 ra Q C can N a v a) m U — U V Ln C —O cm (O CO 73 O _ O w 00 rl U L L L1 CL 2 = M N r-I O 01 00 I- l0 Ln m N r-I O 01 00 n 1.0 Ln N N N N ri ri ri ri -1 ri ri ri ri r-I O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N (V N N N N N N fV N N N N N 2uiaoliuoW10 aeaA 8.A.2 1 l� 2005 Beach Width= 98 Beginning Width= 98 Beginning Width= 81 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 5 N Annual Accretion= End Beach Width= 103 End Beach Width= 81 Beginning Width= 103 Beginning Width= 81 p Annual Erosion= p Annual Erosion= -10 N Annual Accretion= 4 N Annual Accretion= End Beach Width= 107 End Beach Width= 71 Beginning Width= 107 Beginning Width= 71 CAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 118 End Beach Width= 67 Beginning Width= 118 Beginning Width= 67 pAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= N Annual Accretion= End Beach Width= 118 End Beach Width= 63 Beginning Width= 118 Beginning Width= 63 C Annual Erosion= -11 Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 107 End Beach Width= 67 Beginning Width= 107 Beginning Width= 67 o Annual Erosion= 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 12 End Beach Width= 107 End Beach Width= 79 Beginning Width= 107 Beginning Width= 79 Annual Erosion= -32 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 75 End Beach Width= 80 Beginning Width= 75 Beginning Width= 80 M N o Annual Erosion= -3 0 Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 72 End Beach Width= 78 Beginning Width= 72 Beginning Width= 78 10, C Annual Erosion= 0 Annual Erosion= N Annual Accretion= 9 N Annual Accretion= 40 End Beach Width= 81 End Beach Width= 118 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 315 (£ZOZ`ti4 jaquaa;dag aajjiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - 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CZ--PV60 :luGwl43BllV c N N Q E Cl) z -a m +' r m rp Y + U m J a o � � � T O O tf tf a-•' O O O O O O O O O O O O mO O O M O iy n O Ln N N ^op nj O c I p c I 0 00 a --I aN-I a --I O O �O Ln N I� mO r-I O rI O N O � 'co) N N O (14 ++ Q N N r-I V) O N O Va Ul) 00 N OD N N OA14 7 Q - 7 _U Q L Q m L.L co fu C L L 0 L 0 ( M >✓ N _ ~ ~ =3 _ M N -4 O 0) 00 I, l0 Ln m N c-I O 0) 00 I- l0 Ln N N N N r-I -1 -1 -1 rl ri rl -1 ci ci O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln r- O Ln Ln N �r r1LL N Gl G1 s: Ul m m O E O G L LL s a 3 s u m Ln d n Co O Ln Ln N O guiaoliuoW;o aeaA 8.A.2 R-23 2005 Beach Width= 100 Beginning Width= 100 Beginning Width= 117 LM Annual Erosion= C Annual Erosion= -3 N Annual Accretion= 21 N Annual Accretion= End Beach Width= 121 End Beach Width= 114 Beginning Width= 121 Beginning Width= 114 pAnnual Erosion= p Annual Erosion= -7 N Annual Accretion= 8 N Annual Accretion= End Beach Width= 129 End Beach Width= 107 Beginning Width= 129 Beginning Width= 107 pAnnual Erosion= -13 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 116 End Beach Width= 105 Beginning Width= 116 Beginning Width= 105 00 p Annual Erosion= p Annual Erosion= N Annual Accretion= 2 N Annual Accretion= 1 End Beach Width= 118 End Beach Width= 106 Beginning Width= 118 Beginning Width= 106 Annual Erosion= -5 p Annual Erosion= N Annual Accretion= N Annual Accretion= 0 End Beach Width= 113 End Beach Width= 106 Beginning Width= 113 Beginning Width= 106 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 9 N Annual Accretion= 6 End Beach Width= 122 End Beach Width= 112 Beginning Width= 122 Beginning Width= 112 N r-1 C Annual Erosion= -6 C Annual Erosion= N Annual Accretion= N Annual Accretion= 3 End Beach Width= 116 End Beach Width= 115 Beginning Width= 116 Beginning Width= 115 p Annual Erosion= -6 o Annual Erosion= N Annual Accretion= N Annual Accretion= 12 End Beach Width= 110 End Beach Width= 127 Beginning Width= 110 Beginning Width= 127 p Annual Erosion= p Annual Erosion= -16 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 117 End Beach Width= 111 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 321 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - 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N N C f6 4J C to U i 7 _ 41 N ri N N ri lD Op lD r-I r-I N ri N r-I Ln p c-I rl tD O rI r1 O M rI O e-I r-I r-I r-I O O M N O N � N L UCD 3 O O _ rI fnl -0 C r-I M N O ON ci N O= 0 u D U m Lrl co C:)U O O ON U v cn a-+ N T ao 7 b00 O M C C p Q v v _ 41 p l0 cp N Lo W N O L rco 0) O rn �O N Y M vM � �, E a, O U I d N N i M O d M U Q 0d U L LL OC 2 _r4 U- — Il 7 = 0 O N O Ln r-I Ill c-I y O1 LL O! C Q) m O E .-I O i LL s s u to Ln N n m O Ln N;fj O M N -4 O Ol 00 I- lD Ln -Zi- M N r-I O 01 00 n l0 Ln N N N N r-I r-I _q ci rI ci -1 -1 c-I c-I O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 3uiao;iuoW }o aeaA 8.A.2 R-24 2005 Beach Width= 114 Beginning Width= 114 Beginning Width= 114 LM Annual Erosion= C Annual Erosion= -2 N Annual Accretion= 16 N Annual Accretion= End Beach Width= 130 End Beach Width= 112 Beginning Width= 130 Beginning Width= 112 pAnnual Erosion= p Annual Erosion= N Annual Accretion= 8 N Annual Accretion= End Beach Width= 138 End Beach Width= 112 Beginning Width= 138 Beginning Width= 112 pAnnual Erosion= -19 p Annual Erosion= N Annual Accretion= N Annual Accretion= 5 End Beach Width= 119 End Beach Width= 117 Beginning Width= 119 Beginning Width= 117 00 p Annual Erosion= -3 p Annual Erosion= -1 N Annual Accretion= N Annual Accretion= End Beach Width= 116 End Beach Width= 116 Beginning Width= 116 Beginning Width= 116 Annual Erosion= p Annual Erosion= N Annual Accretion= 19 N Annual Accretion= 7 End Beach Width= 135 End Beach Width= 123 Beginning Width= 135 Beginning Width= 123 p Annual Erosion= -11 Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 124 End Beach Width= 124 Beginning Width= 124 Beginning Width= 124 Annual Erosion= Annual Erosion= -12 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 125 End Beach Width= 112 Beginning Width= 125 Beginning Width= 112 p Annual Erosion= -26 G Annual Erosion= N Annual Accretion= N Annual Accretion= 24 End Beach Width= 99 End Beach Width= 136 Beginning Width= 99 Beginning Width= 136 p Annual Erosion= p Annual Erosion= -6 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 114 End Beach Width= 130 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 323 N Q 00 (£ZOZ`ti4 jaquaa;dag aajjiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T ii OIm1-4 +� 4f +� `� O O N `� O w O Z�f O Ctf O O O C� O .4f O O 0 O i I O � p M O l0 N c rl ^ Ln O N U� N .� .� .�� 00 N N O N +j 0- (U N C (4 a) C f6 U 7 00 = m O Ln m O m � N N N M N a --I ""I\ i--I c�-I r-I c I rl c-I m N O N. Uai u O j O O .--i cn N ,�t O O m N 0J ^ OJ rl O N 00 O A m O i cI U O U O N >- (M U } D CD } j C O DC U O N N i O N j D 3 00 O U 1,4 N c Q vN` ^� rocu _m o� c O Q wDC ^ S? 4-1 a " c E 4- E M v co E c OJ O O O Y a) c a) cL E M E� n �' E N U O co +1 to u U O ca _ OJ O_ N L +� O_ U O M ++ cv U U .Q c� U O_ M Q- O i O L ~ = L.L m N 1--1 O cn 00 n tD N [V N N i i ei .—I —i O O O O O O O O N N N N N N N N Ln m ci c —i O O O N N N 3uiao;iuoW }o aeaA —1 .�-I O O O O O O O N N N N N O O N Ln c-I O Ln ri Ln N L O! C f0 m O E r-1 O i LL s s m Ln N n m 8.A.2 R-25 2005 Beach Width= 95 Beginning Width= 95 Beginning Width= 108 LM Annual Erosion= C Annual Erosion= -2 N Annual Accretion= 40 N Annual Accretion= End Beach Width= 135 End Beach Width= 106 Beginning Width= 135 Beginning Width= 106 pAnnual Erosion= 0 Annual Erosion= -8 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 136 End Beach Width= 98 Beginning Width= 136 Beginning Width= 98 pAnnual Erosion= -24 p Annual Erosion= 18 N Annual Accretion= N Annual Accretion= End Beach Width= 112 End Beach Width= 116 Beginning Width= 112 Beginning Width= 116 00 p Annual Erosion= 0 Annual Erosion= -5 N Annual Accretion= N Annual Accretion= End Beach Width= 112 End Beach Width= 111 Beginning Width= 112 Beginning Width= 111 p Annual Erosion= 0 Annual Erosion= N Annual Accretion= 12 N Annual Accretion= 3 End Beach Width= 124 End Beach Width= 114 Beginning Width= 124 Beginning Width= 114 p Annual Erosion= -12 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 0 End Beach Width= 112 End Beach Width= 114 Beginning Width= 112 Beginning Width= 114 Annual Erosion= 0 Annual Erosion= -6 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 113 End Beach Width= 108 Beginning Width= 113 Beginning Width= 108 p Annual Erosion= -20 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 22 End Beach Width= 93 End Beach Width= 130 Beginning Width= 93 Beginning Width= 130 C Annual Erosion= 0 Annual Erosion= -8 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 108 End Beach Width= 122 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 325 N Q (0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T ii N I N c1 C�f C�f O O O O O CD O O O O O O o6 O O Ln O N N c CD N 00 N O M L!i 00 , N N N � N N O N S? 0J C ro a, C n3 V L O Ln m rr) a --I O 00 M -i -1 N N a I rI O r-I r-I r-I 00 O N tD N � O � 01 Ln Ql M Q1 M N O N U i O p V) l0 _ f0 N M C)0 aZ) N� v r-I oN a)a N NN ,� mn u1 O m 0 M : O UCL ON } 3 i Ln 0A O N u C) 't3 U O= Q 4-1 0J p tO a+ M Q ^ "a O� O C:) O U Q E N^ Q Q) C Q C 0 >- m Li Ln k C i W CC n 1 D - +� E CC L a.,� i � N m C L o vcn av o O (4 Y N O a N U u' U m m(6 U U N U U U Ll � = N LL D_ LL c iz KE m N -1 O 01 00 n lD Ln -tt m N N N N r-1 r-I c-1 ri -1 rH r-I O O O O O O O O O O O N N N N N N (V N N N N 3uiao;iuoW }o aeaA -1 O O O O O O O N N N N N 0 0 N Ln n ci O Ln r-1 Ln N it -1 a, Ol LL OJ C Q) m m O E r-IO LL s s u co Ln n m 8.A.2 R-26 2005 Beach Width= 109 Beginning Width= 109 Beginning Width= 140 LM Annual Erosion= Annual Erosion= -13 N Annual Accretion= 38 N Annual Accretion= End Beach Width= 147 End Beach Width= 127 Beginning Width= 147 Beginning Width= 127 pAnnual Erosion= p Annual Erosion= -10 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 148 End Beach Width= 117 Beginning Width= 148 Beginning Width= 117 pAnnual Erosion= -25 p Annual Erosion= N Annual Accretion= N Annual Accretion= 16 End Beach Width= 123 End Beach Width= 133 Beginning Width= 123 Beginning Width= 133 00 p Annual Erosion= p Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 123 End Beach Width= 124 Beginning Width= 123 Beginning Width= 124 Annual Erosion= C Annual Erosion= -3 N Annual Accretion= 12 N Annual Accretion= End Beach Width= 135 End Beach Width= 121 Beginning Width= 135 Beginning Width= 121 CD Annual Erosion= -14 p Annual Erosion= -4 N Annual Accretion= N Annual Accretion= End Beach Width= 121 End Beach Width= 117 Beginning Width= 121 Beginning Width= 117 N r-I C Annual Erosion= C Annual Erosion= -1 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 123 End Beach Width= 116 Beginning Width= 123 Beginning Width= 116 p Annual Erosion= -16 o Annual Erosion= N Annual Accretion= N Annual Accretion= 33 End Beach Width= 107 End Beach Width= 149 Beginning Width= 107 Beginning Width= 149 p Annual Erosion= p Annual Erosion= -15 N Annual Accretion= 33 N Annual Accretion= End Beach Width= 140 End Beach Width= 134 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 327 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - CZ--PV60 :luGwl43BllV N Q ao N p Cl) � a z a r�o m m Y N �o + J V a a o I _ �+ T O LO O M O O 4V O M tf Ol O lD `i CO a-+-+' 0O O M M O lD c-I O N p ri p nj ri O O w O u; N c O O 00 M N C � f6 t d Z O Ln ri r- M M m rn ,-I N fV r"I ri rNi Ln ri I� N N � ri m N � � I� ri ri Q1 ri O n O E m o N N O r-I o Ln N m N u U U_ N O i 3 O 7 i O O N _ O O cV O c N lD N E O U r I ON N 00 Op >. m _ O co = ^ ri a) i 0 U N 111 O O Ln v O 0 ON U O} O 0p > N c 0 -O +� O cn U O N b Q 00 C0 O O b0 ,, M c m O N n 'p c O O o >, O c-; Q N N E N r, I� a � N � M � � Q O � `� 6L 00 00 c0 l0 Lu N E C _ CL +, E +' C E i N � E a) co N O o v Y aEi 0U v cn N 4- U CC f6 C C L a M *' Q L u_ L� � = N d tD O _ L LL LL c 2 O m N r-I O Ol 00 I, I'D Ul �t m N r-4 O a) 00 Il lD Ul N N N N ri ri ri ri ri ri ri ri ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 3uiao;iuoW }o aeaA 8.A.2 R-27 2005 Beach Width= 79 Beginning Width= 79 Beginning Width= 123 LM p Annual Erosion= 0 Annual Erosion= -14 N Annual Accretion= 42 N Annual Accretion= End Beach Width= 121 End Beach Width= 109 Beginning Width= 121 Beginning Width= 109 pAnnual Erosion= -4 p Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 117 End Beach Width= 98 Beginning Width= 117 Beginning Width= 98 00 pAnnual Erosion= -19 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 17 End Beach Width= 98 End Beach Width= 115 Beginning Width= 98 Beginning Width= 115 p Annual Erosion= -2 0 Annual Erosion= -21 N Annual Accretion= N Annual Accretion= End Beach Width= 96 End Beach Width= 94 Beginning Width= 96 Beginning Width= 94 p Annual Erosion= 0 Annual Erosion= N Annual Accretion= 1 N Annual Accretion= 13 End Beach Width= 97 End Beach Width= 107 Beginning Width= 97 Beginning Width= 107 p Annual Erosion= -8 0 Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 89 End Beach Width= 99 Beginning Width= 89 Beginning Width= 99 Annual Erosion= Annual Erosion= -6 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 91 End Beach Width= 93 Beginning Width= 91 Beginning Width= 93 p Annual Erosion= -1 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 35 End Beach Width= 90 End Beach Width= 128 Beginning Width= 90 Beginning Width= 128 0 Annual Erosion= 0 Annual Erosion= -33 N Annual Accretion= 33 N Annual Accretion= End Beach Width= 123 End Beach Width= 95 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 329 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c M Cl) > Q z O a -a m r m rp ± +' d Y U J I m a o � � � T 0) Ln 0) 4 C N fl IN $ C)� O � � $ � C?p cr � `~ Cr � p O t p O 1 O C) O O O p N 06 O f V 1 1 Ln M 00 ' cM-I N c-I M rn ' J J J 2 � U � N 0 0 C U L O N _ o � N O � N -_ U_ 7 Q C = O 7 H � Ln � m N N O O � c I 00 01 cn CNI Ql L.-A&-� rn 0 co rn r N v L 0 Ln C _ c-I N N � O N O � r O cv Ln U a) O O U O O U O 7� 7 c4 CV M O Ln O N U O N U O OV) Q OA O M ^ O -a O-0 u 7 Q c9 N O C 2 O C � N O co M Q tD cl r-I ii � co N C N E ++ D E aj C °�M a,oM a, L o v _ 4-1m m U oc E L E CL E N E v v J m 0 u m O O u u C C d N i d m M m a:Q U f0 U U / — : — N O L.L D' = LL LL W LL _ Ln n ci O Ln Ln N �r ci y G1 LL Ol C m m co:)E r-IO 0 L LL s a 3 s u m Ln m n Co O Ln Ln N O m N r-i O a) 00 Il lD Ln IZT m N -1 O Dl 00 n lD Ln N N N N r-I r-I —i ci ci ci _q O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 2uiaoliuoW10 aeaA 8.A.2 2005 Beach Width= 97 Beginning Width= 97 Beginning Width= 120 LM Annual Erosion= C Annual Erosion= -1 N Annual Accretion= 41 N Annual Accretion= End Beach Width= 138 End Beach Width= 119 Beginning Width= 138 Beginning Width= 119 pAnnual Erosion= -15 p Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 123 End Beach Width= 108 Beginning Width= 123 Beginning Width= 108 pAnnual Erosion= -11 p Annual Erosion= N Annual Accretion= N Annual Accretion= 11 End Beach Width= 112 End Beach Width= 119 Beginning Width= 112 Beginning Width= 119 00 p Annual Erosion= -4 p Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 108 End Beach Width= 110 Beginning Width= 108 Beginning Width= 110 Annual Erosion= C Annual Erosion= -8 N Annual Accretion= 4 N Annual Accretion= End Beach Width= 112 End Beach Width= 102 Beginning Width= 112 Beginning Width= 102 CD Annual Erosion= -1 p Annual Erosion= N Annual Accretion= N Annual Accretion= 3 End Beach Width= 111 End Beach Width= 105 Beginning Width= 111 Beginning Width= 105 N r-I Annual Erosion= -12 Annual Erosion= -16 N Annual Accretion= N Annual Accretion= End Beach Width= 99 End Beach Width= 89 Beginning Width= 99 Beginning Width= 89 p Annual Erosion= -11 G Annual Erosion= N Annual Accretion= N Annual Accretion= 50 End Beach Width= 88 End Beach Width= 139 Beginning Width= 88 Beginning Width= 139 p Annual Erosion= p Annual Erosion= -27 N Annual Accretion= 32 N Annual Accretion= End Beach Width= 120 End Beach Width= 112 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 331 N Q (0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T ii +-� � 4- O p ~ p O O `~ O O O O O O C) cI Ln cI I� L� O Ln tZ ci Lyj 00 al c-I r4 c-I N M ci N N O N Q V) C L6 0) fu u U � L a) 0) C m—I L O41 N Ln c-I O m u U � Q 0) O r-I r-i N Ql O c-I N 00 m NO \-CID c-I r-I O6Ln N : Q1 ri n rn 00 00 M N • N Uc0) L O 0 O _ 0 _ 00 C)N N O i�-I p M I N O O > Q v v v O v V 0 0 N N 4-1 O rj m= OM U O No U } L m bjO _ � j p c/) a-; O V LO O U U O O_ Gt O CY) L_ Q a 0-0 O O Q C)C O 0 L I� I� Q N Ln M C)C k c C)Q N N 4-D (C6 4-+ l0 Q _ro LL c�-I C E N C:C v M C Ncc �� cr-i C �+ 'L w oC v O m v LO41 00 = � o� E Ln E , f° ���� 4' u a N N a _ _ N a M _ N co d lZO " m CL i LL I..L c _ iz L.L = N L Ll LL = m N r-1 O 41 00 n lD N N fV N -i ci ci r1 O O O O O O O O N N N N N N N N Ln m ci ci r1 O O O N N N 3uiao;iuoW }o aeaA -i � 0 0 O O O O O N N N N N 0 0 N Ln n ci O Ln l" I Ln N it � N N LL Ol C Q) m O E rl 0 LL s s u co Ln 1- m 8.A.2 2005 Beach Width= 86 Beginning Width= 86 Beginning Width= 123 LM Annual Erosion= C Annual Erosion= -4 N Annual Accretion= 57 N Annual Accretion= End Beach Width= 143 End Beach Width= 119 Beginning Width= 143 Beginning Width= 119 pAnnual Erosion= -23 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 120 End Beach Width= 109 Beginning Width= 120 Beginning Width= 109 pAnnual Erosion= -15 p Annual Erosion= N Annual Accretion= N Annual Accretion= 10 End Beach Width= 105 End Beach Width= 119 Beginning Width= 105 Beginning Width= 119 00 p Annual Erosion= p Annual Erosion= -13 N Annual Accretion= 3 N Annual Accretion= End Beach Width= 108 End Beach Width= 106 Beginning Width= 108 Beginning Width= 106 Annual Erosion= -1 p Annual Erosion= N Annual Accretion= N Annual Accretion= 3 End Beach Width= 107 End Beach Width= 109 Beginning Width= 107 Beginning Width= 109 CD Annual Erosion= -1 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 106 End Beach Width= 110 Beginning Width= 106 Beginning Width= 110 N r-I C Annual Erosion= -8 C Annual Erosion= -7 N Annual Accretion= N Annual Accretion= End Beach Width= 98 End Beach Width= 103 Beginning Width= 98 Beginning Width= 103 p Annual Erosion= -5 o Annual Erosion= N Annual Accretion= N Annual Accretion= 32 End Beach Width= 93 End Beach Width= 135 Beginning Width= 93 Beginning Width= 135 C Annual Erosion= C Annual Erosion= -22 N Annual Accretion= 30 N Annual Accretion= End Beach Width= 123 End Beach Width= 113 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 333 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T ii m Ir-I O O O O O O O O O N CN ^ M rm-I O O p O O Lfj 00 ri `� f'n -1 M N Lo i cn N O N } Q 01 N C (B 01 C U � 7 2 O � E Ln L � N N r-I u O N O N O 0) m N � rI 0 00 Ln O r-i O O O 00 Q1 m rn (.0 00 M N O N U v O C O c/ 1 `� lD O N N a3 C N O r-I N _ 00 m c0 N I� ci v N O W r-I p O O Ln v 7 uO CD N L N v ` ' i N Q O O m O O N �; p N U 0 U bb U N u M OL M C Q o! n a C O N O -a O N Q p O +- bA U 7 C 41 0 r, M f0 O C D > C Q do 41 r- Q ' (0 M l0 (6 (0 LPL � Co f0 of N E N 4 C N 4- 2 C O l0 C. +� 2 — c-I r-I 4- C Lu i= E M 41 C O O c O O C N - tB O C v M E N m E , N E Y Qi U O �' m U V O co � O cL U O — n3 O U N C N_ o f0 ++ u O a U =_ C — N O M C u LL 2 iz � = N N = L M OC LL = 7 2 m N i--I O 0) 00 n l0 N fV fV N -i ci -1 -1 O O O O O O O O N N N N N N N N Ln lzr m ci ci rl O O O N N N 3uiao;iuoW }o aeaA � 0 0 O O O O O N N N N N O 0 N Ln n ci 0 Ln Ln N it c-I y N LL OJ C Q) m 00 O E r-I O i LL s s u f0 Ln n m 8.A.2 R-30 2005 Beach Width= 110 Beginning Width= 110 Beginning Width= 125 LM pAnnual Erosion= p Annual Erosion= -2 N Annual Accretion= 31 N Annual Accretion= End Beach Width= 141 End Beach Width= 123 Beginning Width= 141 Beginning Width= 123 pAnnual Erosion= -10 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 131 End Beach Width= 113 Beginning Width= 131 Beginning Width= 113 pAnnual Erosion= -22 p Annual Erosion= N Annual Accretion= N Annual Accretion= 3 End Beach Width= 109 End Beach Width= 116 Beginning Width= 109 Beginning Width= 116 p Annual Erosion= p Annual Erosion= 0 N Annual Accretion= 16 N Annual Accretion= 0 End Beach Width= 125 End Beach Width= 116 Beginning Width= 125 Beginning Width= 116 Annual Erosion= -12 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 113 End Beach Width= 117 Beginning Width= 113 Beginning Width= 117 1-4 CD Annual Erosion= -5 p Annual Erosion= -3 N Annual Accretion= N Annual Accretion= End Beach Width= 108 End Beach Width= 114 Beginning Width= 108 Beginning Width= 114 N r-I Annual Erosion= Annual Erosion= -2 N Annual Accretion= 9 N Annual Accretion= End Beach Width= 117 End Beach Width= 112 Beginning Width= 117 Beginning Width= 112 p Annual Erosion= -7 G Annual Erosion= N Annual Accretion= N Annual Accretion= 30 End Beach Width= 110 End Beach Width= 142 Beginning Width= 110 Beginning Width= 142 p Annual Erosion= p Annual Erosion= -21 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 125 End Beach Width= 121 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 335 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T ni ri I N 1-4 � $ $ `~ tf p `~ O 4_ N O O O O O O O O O O O O O u1 Q1 O `� L6 rl N N O r I .� M N O N (Y1cn C � N O N C O N U L � L N N rl c-I c-I Ln N a --I LO M m N N rl ri `� O rI cI c-I O rl rl rl rl M N O N >- O1 U L O 3 O O c-I N N l0 N -0 r-i l0 N O O Ln L�1 ,:t C l0 N p ri O M rl O O N p N N 00 O O aJ � U ri O �� V O a) �i V �� L O C - L a- m � U Nu 7 U O a1 c CL N '6 Q to 'O U O O N O N 3 Q U O bn M v c O -0 O C O c O O Q O .._. OOD ,O ^ M (0 0J f>0 O N NLn r, Q 03 C) l0 2 rl Q � LL m� 41 E 4- W2 m O O OCL pM Oa YO p c a)C m E V EN O MO 4 � U OO a O m uM nI d N N i d - = N fu d M a r4 Q C f0 d U U L L LL = LL LL N= U- I..L L = Il 7 7 = 2 co N rl O Ol 00 n lD N N N N Iq ri rl -1 O O O O O O O O N N N N N N N N Ln M r -i O O O N N N 3uiao;iuoW }o aeaA N rl O Q1 00 ri ri ri O O O O O O O N N N N N O O N Ln n O Ln ti Ln N O1 LL 0) C CA m m O C rl 0L LL s s u co Ln N n m 8.A.2 R-31 2005 Beach Width= 109 Beginning Width= 109 Beginning Width= 130 LM Annual Erosion= C Annual Erosion= N Annual Accretion= 23 N Annual Accretion= 1 End Beach Width= 132 End Beach Width= 131 Beginning Width= 132 Beginning Width= 131 pAnnual Erosion= -11 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 121 End Beach Width= 123 Beginning Width= 121 Beginning Width= 123 pAnnual Erosion= -4 p Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 117 End Beach Width= 125 Beginning Width= 117 Beginning Width= 125 00 p Annual Erosion= 0 Annual Erosion= -10 N Annual Accretion= 19 N Annual Accretion= End Beach Width= 136 End Beach Width= 115 Beginning Width= 136 Beginning Width= 115 Annual Erosion= -5 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 131 End Beach Width= 121 Beginning Width= 131 Beginning Width= 121 1-4 CD Annual Erosion= -7 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 124 End Beach Width= 123 Beginning Width= 124 Beginning Width= 123 N r-I p Annual Erosion= -7 0 Annual Erosion= -12 N Annual Accretion= N Annual Accretion= End Beach Width= 117 End Beach Width= 111 Beginning Width= 117 Beginning Width= 111 p Annual Erosion= -15 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 29 End Beach Width= 102 End Beach Width= 140 Beginning Width= 102 Beginning Width= 140 Iq p Annual Erosion= 0 Annual Erosion= -11 N Annual Accretion= 28 N Annual Accretion= End Beach Width= 130 End Beach Width= 129 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 337 N Q (0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T N ni m N r-I $ f $ o O O C:) C)O O O o 0 0 O 0 0 0 rl nj 1.6 00 nj O 00 c-I o0 Ln Q1 r-j ro c r6 N Q1 N O � N U — 4i 7 (3] O � � m Oj M 1n N M O `� m M ci c-I cV rl N CP O m N O L) L U :3 O 0 O N N N O Q.op ON O 0) � O `� C14 m O CO M v u a1 ++ N .0� c 0 u 0 N : v ago } O N V U O ho bn LO } v N T Q om� C:)"Q M ^ c N C) co w I� f6 0 11 C) CO c Q L N _ co v c E M N N E N N m u 0 ro + co u N u 0 — a)c u c co co a NLiz L (U 41 " 0- U Q co u u L Ni N D EL -1 0 O a L L L li Cr m N 1-1 O 0) 00 r" N N N N -1 rl ci O O O O O O O N N N N N N N l0 Ln m c-I rl ri ci O O O O N N N N guiaoliuoW;o aeaA � OC CF) 00 O O O O O O O N N N N N N a --I 41 Ol N C V) m m O E O 0 Li- u ca Ln v n m 8.A.2 R-32 2005 Beach Width= 107 Beginning Width= 107 Beginning Width= 122 LM Annual Erosion= C Annual Erosion= N Annual Accretion= 32 N Annual Accretion= 7 End Beach Width= 139 End Beach Width= 129 Beginning Width= 139 Beginning Width= 129 pAnnual Erosion= -16 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 123 End Beach Width= 119 Beginning Width= 123 Beginning Width= 119 pAnnual Erosion= -14 p Annual Erosion= -1 N Annual Accretion= N Annual Accretion= End Beach Width= 109 End Beach Width= 118 Beginning Width= 109 Beginning Width= 118 00 p Annual Erosion= p Annual Erosion= N Annual Accretion= 18 N Annual Accretion= 1 End Beach Width= 127 End Beach Width= 119 Beginning Width= 127 Beginning Width= 119 p Annual Erosion= -1 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 126 End Beach Width= 117 Beginning Width= 126 Beginning Width= 117 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 5 N Annual Accretion= 5 End Beach Width= 131 End Beach Width= 122 Beginning Width= 131 Beginning Width= 122 N r-I Annual Erosion= -11 C Annual Erosion= -15 N Annual Accretion= N Annual Accretion= End Beach Width= 120 End Beach Width= 107 Beginning Width= 120 Beginning Width= 107 p Annual Erosion= -5 G Annual Erosion= N Annual Accretion= N Annual Accretion= 13 End Beach Width= 115 End Beach Width= 120 Beginning Width= 115 Beginning Width= 120 p Annual Erosion= p Annual Erosion= -4 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 122 End Beach Width= 116 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 339 N Q (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c O Cl) � a a z d � m Y Ln± V f0 J a v = I I ii lD Ir-I r-I tf w p O O O OO O O O O co L r-ILn 0 lOD (Nn Ln c � N a� N O N v L � N N M M N O10000.1 rI O c ) NLO rN-I ri ^ N Ol Ln n O � � r-I n O M N O N � U O N O Ln � O N 0 CL N 00n O _ M O N Ln O aJ O m l�1 O "I NC) N O N U -- 0 U c c c U� c 0 +' c U O 3 dbo a) Ln O v w Ln O N N U O C, N T 3 U 0b.0 - Q E MCDc n to v T C) ca u.1 ^ 0-n N p LL O r-I c E c 4-1 0) E C = " � C a-.+ - (6 cV O M _ a) m O O O Y M O v Or U ro co U d N U M 4 _U m U � O = M O LL ir 1 M N -1 O a) 00 I� lD Ln lzr M N r-I O a) 00 Il lD Ln N N N N r-I r-I -1 r1 .-1 -1 -1 -1 ri .1 O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Ln n O Ln ri Ln N, ri y v LL Q1 C m m O O G L U. s 3 s u m Ln w CO O Ln Ln N Suiao;iuoW }o aeaA 8.A.2 R-33 2005 Beach Width= 91 Beginning Width= 91 Beginning Width= 103 LM pAnnual Erosion= Annual Erosion= N Annual Accretion= 13 N Annual Accretion= 2 End Beach Width= 104 End Beach Width= 105 Beginning Width= 104 Beginning Width= 105 p Annual Erosion= -8 Annual Erosion= -3 N Annual Accretion= N Annual Accretion= End Beach Width= 96 End Beach Width= 102 Beginning Width= 96 Beginning Width= 102 pAnnual Erosion= p Annual Erosion= N Annual Accretion= 3 N Annual Accretion= 3 End Beach Width= 99 End Beach Width= 105 Beginning Width= 99 Beginning Width= 105 Do p Annual Erosion= p Annual Erosion= -2 N Annual Accretion= 9 N Annual Accretion= End Beach Width= 108 End Beach Width= 103 Beginning Width= 108 Beginning Width= 103 Annual Erosion= C Annual Erosion= -3 N Annual Accretion= 3 N Annual Accretion= End Beach Width= 111 End Beach Width= 100 Beginning Width= 111 Beginning Width= 100 1-4 CD Annual Erosion= p Annual Erosion= -10 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 113 End Beach Width= 90 Beginning Width= 113 Beginning Width= 90 C Annual Erosion= -8 Annual Erosion= 0 N Annual Accretion= N Annual Accretion= End Beach Width= 105 End Beach Width= 90 Beginning Width= 105 Beginning Width= 90 CD Annual Erosion= -10 o Annual Erosion= N Annual Accretion= N Annual Accretion= 13 End Beach Width= 95 End Beach Width= 103 Beginning Width= 95 Beginning Width= 103 p Annual Erosion= p Annual Erosion= -3 N Annual Accretion= 8 N Annual Accretion= End Beach Width= 103 End Beach Width= 100 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 341 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J o �+ I T ni a-+ +, O O O p O M M O O M nj M O 00 O N M O cI M N cI M 00 C � N N O N v .i 4- i 7 2 N 00 N O M rn O M M cI O O cn 0n cLn n M N O N 4! L U O O (O U) O C N ON _ _ N O Lfl M O N O O O rl O O v N rj CO M O CD j N u U 00 3 } U -0 =3 O no O Q O 1 Q 00 00 U Q Ln v >- O w u 0 O co C� C14^ CLLC EC_ Lu _ N O C a) 4-1 � M c cr E V+') N E v a� (� v — Fu a, C U U U U N n L li — L LL u M N -1 O rn 00 r, I'D N N N N -i ci .—I ci O O O O O O O O N N N N N N N N Ln M c c ci O O O N N N 3uiao;iuoW }o aeaA -i � 0 0 O O O O O N N N N N 0 O N Ln n O Ln -1 8.A.2 R-34 2005 Beach Width= 80 Beginning Width= 80 Beginning Width= 100 LM pAnnual Erosion= p Annual Erosion= -5 N Annual Accretion= 24 N Annual Accretion= End Beach Width= 104 End Beach Width= 95 Beginning Width= 104 Beginning Width= 95 p Annual Erosion= -1 o Annual Erosion= -1 N Annual Accretion= N Annual Accretion= End Beach Width= 103 End Beach Width= 94 Beginning Width= 103 Beginning Width= 94 pAnnual Erosion= -16 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 87 End Beach Width= 95 Beginning Width= 87 Beginning Width= 95 Do p Annual Erosion= p Annual Erosion= -6 N Annual Accretion= 6 N Annual Accretion= End Beach Width= 93 End Beach Width= 89 Beginning Width= 93 Beginning Width= 89 Annual Erosion= C Annual Erosion= N Annual Accretion= 17 N Annual Accretion= 16 End Beach Width= 110 End Beach Width= 105 Beginning Width= 110 Beginning Width= 105 CD Annual Erosion= -10 p Annual Erosion= -4 N Annual Accretion= N Annual Accretion= End Beach Width= 100 End Beach Width= 101 Beginning Width= 100 Beginning Width= 101 C Annual Erosion= C Annual Erosion= -21 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 102 End Beach Width= 80 Beginning Width= 102 Beginning Width= 80 CD Annual Erosion= -13 o Annual Erosion= N Annual Accretion= N Annual Accretion= 26 End Beach Width= 89 End Beach Width= 106 Beginning Width= 89 Beginning Width= 106 p Annual Erosion= p Annual Erosion= -5 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 1001 End Beach Width= 101 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 343 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � N Q E Cl) Q a -a0 z m +' c m rp Y ± I U LO J a o � � � T If O p p O CDO O O O O O CDO O l0 rj fz lD ri c I Ln c I co N L I .6 r i N i C f0 s U N Z c � N Q� N O O N U 4-; 3 Q) lD N O m OLn O Ln O \N 0 Ln O / m m o0 a, _ m O 00 N 00 O N 00 w } U U 3 O N O L11 a O N N ao O N _ M O NO aJ lD O N Il l0 ci ci O N N (�0 O N 0I u OJ CZ +1 IN [V Ln c 00 Ln U U bn 3 U O W N +-' vOi LO o� Q O 3 aLoLno� o v o-0 O c O c -0 v � po U Q v C M p N Q L!l f0 ^ (6 0 LL p. U 00 Q N E 41 E I cu cu m Q) M N N w Y �} V C OC aJ U1 M U M m U 0) U O u O fD ca u ' d 'L f0 4' U .Q U Q m U U .c 3 a a rI a c w = " L- = D D ii oCI ii aI ii = M N -4 O Q1 00 I- lD Ln V m N r-I O m 00 I, LD Ln N N N N a --I r-I -q c-I -q rl ri rl ri ci O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln n O Ln ci Ln N �r N LL G1 C R m O E O G L LL s a 3 s u m Ln N Co O Ln Ln N 2uiaoliuoW10 aeaA 8.A.2 R-35 2005 Beach Width= 79 Beginning Width= 79 Beginning Width= 104 LM pAnnual Erosion= p Annual Erosion= -10 N Annual Accretion= 24 N Annual Accretion= End Beach Width= 103 End Beach Width= 94 Beginning Width= 103 Beginning Width= 94 p Annual Erosion= -5 p Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 98 End Beach Width= 83 Beginning Width= 98 Beginning Width= 83 pAnnual Erosion= -19 p Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 79 End Beach Width= 89 Beginning Width= 79 Beginning Width= 89 Do p Annual Erosion= p Annual Erosion= -5 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 94 End Beach Width= 84 Beginning Width= 94 Beginning Width= 84 p Annual Erosion= p Annual Erosion= -6 N Annual Accretion= 3 N Annual Accretion= End Beach Width= 97 End Beach Width= 78 Beginning Width= 97 Beginning Width= 78 1-4 p Annual Erosion= -3 o Annual Erosion= N Annual Accretion= N Annual Accretion= 7 End Beach Width= 94 End Beach Width= 85 Beginning Width= 94 Beginning Width= 85 C Annual Erosion= -7 C Annual Erosion= -7 N Annual Accretion= N Annual Accretion= End Beach Width= 87 End Beach Width= 78 Beginning Width= 87 Beginning Width= 78 p Annual Erosion= -5 o Annual Erosion= N Annual Accretion= N Annual Accretion= 26 End Beach Width= 82 End Beach Width= 104 Beginning Width= 82 Beginning Width= 104 Annual Erosion= p Annual Erosion= -17 N Annual Accretion= 22 N Annual Accretion= End Beach Width= 104 End Beach Width= 87 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 345 N Q (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � p Cl) � a a z m r�o m Y Ln + V � J � � a o �+ I T N C m s U N i. 0 $ O O p p O O +� O O O O p O o V 0 0 O � rl o N N ^ ' M M Ln c-I m Lri N C � N �N O M N v L }' cl 2 � m O � c-I O a --I C) Q1 r-1 Clv 00 v oo/;31rl a, rn Ln 00 m rn m 00 C) 0 rn n N � L U � p V) O Ln ON N m c-1 pp O Ln Ln E O L pi O p p N O f�1 N to N v L -1 O u v O v +, L -- 41 +' m L O 0 NO U �0 C O o 'a }' C)In = 41 tm O U:3 v+o c v o� Q po OQ " Lf. fB O — v C C) n c > ; m +� mQ F.n N iZ L.L `� E 'L W OC M L � O M lD 41 > Y Ln v O N v tY Lnv 4- u t6 O M O +- mC 2 u U +� a � a L � ii 2 2 ii 0 O N Ln n O Ln Ln N y Lti LL d C ftf m O O L LL s s u L9 Ln n m Ln N o m N -1 O m oo � Ln m N -1 O m oo rl �o Ln N N N N .--1 -1 -1 .--i .-1 -1 -1 -1 -1 O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 2uiaoliuoW10 aeaA 8.A.2 R-36 2005 Beach Width= 81 Beginning Width= 81 Beginning Width= 96 LM pAnnual Erosion= p Annual Erosion= -6 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 96 End Beach Width= 90 Beginning Width= 96 Beginning Width= 90 pAnnual Erosion= -4 p Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 92 End Beach Width= 81 Beginning Width= 92 Beginning Width= 81 Annual Erosion= -13 p Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 79 End Beach Width= 87 Beginning Width= 79 Beginning Width= 87 Do pAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= 3 N Annual Accretion= End Beach Width= 82 End Beach Width= 83 Beginning Width= 82 Beginning Width= 83 Annual Erosion= p Annual Erosion= N Annual Accretion= 10 N Annual Accretion= 4 End Beach Width= 92 End Beach Width= 87 Beginning Width= 92 Beginning Width= 87 1-4 p Annual Erosion= -2 o Annual Erosion= -7 N Annual Accretion= N Annual Accretion= End Beach Width= 90 End Beach Width= 80 Beginning Width= 90 Beginning Width= 80 Annual Erosion= C Annual Erosion= -12 N Annual Accretion= N Annual Accretion= End Beach Width= 90 End Beach Width= 68 Beginning Width= 90 Beginning Width= 68 CD Annual Erosion= -12 o Annual Erosion= N Annual Accretion= N Annual Accretion= 20 End Beach Width= 78 End Beach Width= 88 Beginning Width= 78 Beginning Width= 88 Annual Erosion= Annual Erosion= -7 N Annual Accretion= 18 N Annual Accretion= End Beach Width= 96 End Beach Width= 81 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 347 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z � m � m Ln + � J •v = o �+ I T ni 00 t o $tf O O N O O O O O O O O O O O O O O q O N -i rl lD M W N O N i CD M M Ln i rl c-I C � N N N O O N U L � :3 (1) N 0 rn roll 00 ^ 00 OOi 0 CD ^ N c-I 00 L b0 rn m N 00 O N 01 U O O O N c r-I N c-I _ 00 O _ r'N 2 r4 0 O C) ON Q E� a) i p a) C)O N a)O U a+ O m m U O C)L 3 7 v N Ln j oC O N N1 0 V N T j O bb..0 c o o c Q o� o c �a Q U UQ v +'o 111 0 a 0 o bA N Q v In (O N— 0 M p ro ro N O Ea) co E - 4- � E E - W OC M i i N n m M �O i O 0) _ Y (o O v �'. E N N E a) 0J d U U O (0 �+ m _U V_ U fp (6 (6 U u d r-I M Q 0 Q i = — M I.1 �' — L.L �' ~ m N r1 0 rn W r, I'D N N N N c-I ci .—I ci O O O O O O O O N N N N N N N N In m c c ci O O O N N N 3uiao;iuoW }o aeaA -i _ 0 0 O O O O O N N N N N O 0 N Ln n 0 Ln Ln N it � y a) ai C Q) N fa m O C ci 0L Lj- s coo Ln r, Co 8.A.2 R-37 2005 Beach Width= 99 Beginning Width= 99 Beginning Width= 93 LM pAnnual Erosion= -7 p Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 92 End Beach Width= 95 Beginning Width= 92 Beginning Width= 95 p Annual Erosion= p Annual Erosion= -4 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 99 End Beach Width= 91 Beginning Width= 99 Beginning Width= 91 pAnnual Erosion= -7 p Annual Erosion= N Annual Accretion= N Annual Accretion= 5 End Beach Width= 92 End Beach Width= 96 Beginning Width= 92 Beginning Width= 96 Do p Annual Erosion= p Annual Erosion= -3 N Annual Accretion= 6 N Annual Accretion= End Beach Width= 98 End Beach Width= 93 Beginning Width= 98 Beginning Width= 93 Annual Erosion= -3 p Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 95 End Beach Width= 87 Beginning Width= 95 Beginning Width= 87 CD Annual Erosion= -12 No Annual Erosion= N Annual Accretion= N Annual Accretion= 11 End Beach Width= 83 End Beach Width= 98 Beginning Width= 83 Beginning Width= 98 C Annual Erosion= Annual Erosion= -15 N Annual Accretion= 12 N Annual Accretion= End Beach Width= 95 End Beach Width= 83 Beginning Width= 95 Beginning Width= 83 CDAnnual Erosion= -10 No Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 85 End Beach Width= 89 Beginning Width= 85 Beginning Width= 89 p Annual Erosion= p Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 0 End Beach Width= 93 End Beach Width= 89 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 349 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV O N Q p Cl) a a z m r�o m Y Ln + V � J � � a o �+ I T N C m s U N i. Ctf w cr- w tf Ctf $ $ w O O o 0 o o 0 0 0 O 0 0 o O O 0 0 O lD lD M Ln nj 00 O N N ryj lD I� � C) i i rl r4 c-I i i I/cIn lD Q� 00 01 N M 00 CT) rn CY) 00 cr) cn Ql N 01 Ln M 00 00 N O N Q ON v ON O O C _ LD O m0 i 01 4+ � (C L N 01 r-I O N C 7 01 N U U Q U O bn c) L O- 0 - O Q O v 0 c O = v Ln m — v co O cu c m 00 0 U- L 4� Y L O 0J Ca Y N c a Ln C C cJ tv v tC u v 3 .Q Q I.J — M O O 7 7 M Ln n O Ln Ln N a+ c d d LL d C a) Ln m CO O C O Li s s fu6 Ln n m O Ln Ln N O M N r-I O cn 00 Il lD Ln 't M N O cn 00 I, lD Ln N N N N O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 106 Beginning Width= 106 Beginning Width= 101 LM pAnnual Erosion= -18 p Annual Erosion= N Annual Accretion= N Annual Accretion= 3 End Beach Width= 88 End Beach Width= 104 Beginning Width= 88 Beginning Width= 104 p Annual Erosion= p Annual Erosion= -2 N Annual Accretion= 28 N Annual Accretion= End Beach Width= 116 End Beach Width= 102 Beginning Width= 116 Beginning Width= 102 pAnnual Erosion= -12 p Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 104 End Beach Width= 110 Beginning Width= 104 Beginning Width= 110 00 p Annual Erosion= p Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 104 End Beach Width= 104 Beginning Width= 104 Beginning Width= 104 Cn Annual Erosion= -3 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 101 End Beach Width= 94 Beginning Width= 101 Beginning Width= 94 1-4 p Annual Erosion= -24 o Annual Erosion= N Annual Accretion= N Annual Accretion= 17 End Beach Width= 77 End Beach Width= 111 Beginning Width= 77 Beginning Width= 111 Annual Erosion= Annual Erosion= -27 N Annual Accretion= 32 N Annual Accretion= End Beach Width= 109 End Beach Width= 84 Beginning Width= 109 Beginning Width= 84 p Annual Erosion= -16 o Annual Erosion= N Annual Accretion= N Annual Accretion= 10 End Beach Width= 93 End Beach Width= 94 Beginning Width= 93 Beginning Width= 94 Annual Erosion= p Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 8 End Beach Width= 101 End Beach Width= 102 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 351 N Q (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z M M J p p 00 p O O 00 O (.00o p p N � O M $ O 00 O "0 i O m O N O M w p O O .N-I O 00 N p o6 C f0 ULo N z O Ln Ln N �r <0 r-I al rl L � al rl O O rI 1.0p N O N O co O I O p E -1 0 O LL m rn s c» a 3 00 4 0000 s u m Lrn N Co N N O N Q a) l0 C) C (0 O N p0 N O O 14 O Ln O aJ CZ 4- N (CCO G N aJ co U O N 7 CAD O h,o Q T Q C)U Q 2 aJ � v C) O L- C '4-1 E C o C o 4- a) Y N 00 a, Ln — ci E a) a, a, c c M U U f0 u U Q- _U Q � i LL = L.L 2 = O M N O Ol 00 I- 1.0 L(1 T M N r-I O 0) 00 I, LD In N N N N .--I a --I r-I r-I r-I r-I 1-1 r-I a --I rl O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N cV N N cV N N N N N N Cl) Cb a Y V a 2uiaoliuoW10 aeaA 8.A.2 R-39 2005 Beach Width= 97 Beginning Width= 97 Beginning Width= 107 LM pAnnual Erosion= -4 p Annual Erosion= 3 N Annual Accretion= N Annual Accretion= End Beach Width= 93 End Beach Width= 110 Beginning Width= 93 Beginning Width= 110 p Annual Erosion= p Annual Erosion= N Annual Accretion= 11 N Annual Accretion= -3 End Beach Width= 104 End Beach Width= 107 Beginning Width= 104 Beginning Width= 107 p Annual Erosion= -16 p Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 88 End Beach Width= 111 Beginning Width= 88 Beginning Width= 111 Do p Annual Erosion= -8 p Annual Erosion= -16 N Annual Accretion= N Annual Accretion= End Beach Width= 80 End Beach Width= 95 Beginning Width= 80 Beginning Width= 95 Annual Erosion= p Annual Erosion= -2 N Annual Accretion= 31 N Annual Accretion= End Beach Width= 111 End Beach Width= 93 Beginning Width= 111 Beginning Width= 93 CD Annual Erosion= -17 p Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 94 End Beach Width= 84 Beginning Width= 94 Beginning Width= 84 Annual Erosion= Annual Erosion= N Annual Accretion= 13 N Annual Accretion= 12 End Beach Width= 107 End Beach Width= 96 Beginning Width= 107 Beginning Width= 96 p Annual Erosion= -10 o Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 97 End Beach Width= 86 Beginning Width= 97 Beginning Width= 86 p Annual Erosion= p Annual Erosion= N Annual Accretion= 10 N Annual Accretion= 4 End Beach Width= 107 End Beach Width= 90 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 353 N Q a0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � � Cl) Q z a M M ++ � Y � a � I T I 0) M O O N O m N a--1 O 01 00 I- to Ln M N .--i O m 00 n 1.0 Ln N N N N -1 -1 ri ci -q ri rl ri rl ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 71 Beginning Width= 71 Beginning Width= 98 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 9 N Annual Accretion= 27 End Beach Width= 80 End Beach Width= 125 Beginning Width= 80 Beginning Width= 125 p Annual Erosion= p Annual Erosion= -10 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 81 End Beach Width= 115 Beginning Width= 81 Beginning Width= 115 pAnnual Erosion= -5 p Annual Erosion= -22 N Annual Accretion= N Annual Accretion= End Beach Width= 76 End Beach Width= 93 Beginning Width= 76 Beginning Width= 93 Do p Annual Erosion= -3 p Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 73 End Beach Width= 87 Beginning Width= 73 Beginning Width= 87 Annual Erosion= C Annual Erosion= N Annual Accretion= 34 N Annual Accretion= 0 End Beach Width= 107 End Beach Width= 87 Beginning Width= 107 Beginning Width= 87 1-4 CD Annual Erosion= p Annual Erosion= -14 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 118 End Beach Width= 73 Beginning Width= 118 Beginning Width= 73 C Annual Erosion= -35 Annual Erosion= -14 N Annual Accretion= N Annual Accretion= End Beach Width= 83 End Beach Width= 59 Beginning Width= 83 Beginning Width= 59 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 31 N Annual Accretion= 13 End Beach Width= 114 End Beach Width= 72 Beginning Width= 114 Beginning Width= 72 Annual Erosion= -16 Annual Erosion= N Annual Accretion= N Annual Accretion= 29 End Beach Width= 98 End Beach Width= 101 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 355 N Q a0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � � Cl) Q z a M M ++ � Y � a = I I 0 0 N N N C s U N � z 0 +1 0 E O N N O N iz N t bA U v � o > O M N i--I O Ol 00 I, lD Ln M [V c-I O Ol co n lD Ln N N N N —i —i —1 O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 2uiaoliuoW10 aeaA 8.A.2 R-41 2005 Beach Width= 104 Beginning Width= 104 Beginning Width= 157 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 4 N Annual Accretion= 36 End Beach Width= 108 End Beach Width= 193 Beginning Width= 108 Beginning Width= 193 p Annual Erosion= p Annual Erosion= -47 N Annual Accretion= 4 N Annual Accretion= End Beach Width= 112 End Beach Width= 146 Beginning Width= 112 Beginning Width= 146 pAnnual Erosion= p Annual Erosion= -5 N Annual Accretion= 26 N Annual Accretion= End Beach Width= 138 End Beach Width= 141 Beginning Width= 138 Beginning Width= 141 Do p Annual Erosion= p Annual Erosion= -23 N Annual Accretion= 35 N Annual Accretion= End Beach Width= 173 End Beach Width= 118 Beginning Width= 173 Beginning Width= 118 Cn Annual Erosion= -74 p Annual Erosion= -17 N Annual Accretion= N Annual Accretion= End Beach Width= 99 End Beach Width= 101 Beginning Width= 99 Beginning Width= 101 1-4 CD Annual Erosion= p Annual Erosion= -26 N Annual Accretion= 32 N Annual Accretion= End Beach Width= 131 End Beach Width= 75 Beginning Width= 131 Beginning Width= 75 Annual Erosion= -51 Annual Erosion= N Annual Accretion= N Annual Accretion= 103 End Beach Width= 80 End Beach Width= 178 Beginning Width= 80 Beginning Width= 178 CDAnnual Erosion= o Annual Erosion= -68 N Annual Accretion= 78 N Annual Accretion= End Beach Width= 158 End Beach Width= 110 Beginning Width= 158 Beginning Width= 110 p Annual Erosion= -1 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 1571 End Beach Width= 108 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 357 N Q a0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSInpbr JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z M M J = I v O _ o 4 $ t $ � � � I U p O p O O O 0 O O O p p p p lD cI cI O 4�J N m0 N N m W Ln M Lfl N Z r- rn i cn 00 r I N N O ploq Q ^ 00 01 Ln Ln lD C � C0 ei — eI 01 � C co � I i M 7 00 co a --I O 00 O N r-I r-I O r-I m Q, c O O Cf E Ln 0 O N ^ 00 } N L n O RT O D. Q ++ O Ln r-I Ln N a+ Gl N C H m m O E O 0 L LL Z 3 s u Lo N n m -0 Suuo;iuow;o aeaA 8.A.2 R-42 2005 Beach Width= 103 Beginning Width= 103 Beginning Width= 73 LM pAnnual Erosion= -6 p Annual Erosion= -40 N Annual Accretion= N Annual Accretion= End Beach Width= 97 End Beach Width= 33 Beginning Width= 97 Beginning Width= 33 p Annual Erosion= -18 p Annual Erosion= N Annual Accretion= N Annual Accretion= 20 End Beach Width= 79 End Beach Width= 53 Beginning Width= 79 Beginning Width= 53 pAnnual Erosion= -16 p Annual Erosion= -7 N Annual Accretion= N Annual Accretion= 0 End Beach Width= 63 End Beach Width= 46 Beginning Width= 63 Beginning Width= 46 Do p Annual Erosion= p Annual Erosion= N Annual Accretion= 19 N Annual Accretion= 32 End Beach Width= 82 End Beach Width= 78 Beginning Width= 82 Beginning Width= 78 Annual Erosion= p Annual Erosion= N Annual Accretion= 5 N Annual Accretion= 30 End Beach Width= 87 End Beach Width= 108 Beginning Width= 87 Beginning Width= 108 CD Annual Erosion= -35 p Annual Erosion= N Annual Accretion= N Annual Accretion= 0 End Beach Width= 52 End Beach Width= 108 Beginning Width= 52 Beginning Width= 108 N r-I p Annual Erosion= Annual Erosion= 0 N Annual Accretion= 36 N Annual Accretion= End Beach Width= 88 End Beach Width= 108 Beginning Width= 88 Beginning Width= 108 CD Annual Erosion= -41 o Annual Erosion= -7 N Annual Accretion= N Annual Accretion= End Beach Width= 47 End Beach Width= 101 Beginning Width= 47 Beginning Width= 101 p Annual Erosion= p Annual Erosion= -12 N Annual Accretion= 26 N Annual Accretion= End Beach Width= 731 End Beach Width= 89 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 359 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c � Cl) a a z o M M ++ Y + Ln t1 f0 J a T I O I o o O 0 o o 0 0 0 0 0 0 O o 0 0 0 m O 0 N to M Lry m Ln a) � 00 71 � U ' ++ N Zm Ln �t c rn v O L � O 3 v O E Ln } O N NO U CD O = N 0 Ocl Ln L Q O O 't M c�0 Y + E E O 0 N V of Ln z O0 11 L v o = oN LL u 0 N jZ Ln Ln ua 4V +; -0 U O U t0 N ai a 0 O = U- v N 0 O 0 Ln Ln b.0 O N n 00 `a E -0 � L1 c-I v Ln U c I00 cn 0 O V)i m (N6 0 i 00 O f0 U a p a +� r1 E 0 L � E N sr N 1i 0)= fC U V W 00 N ao = 00 L^lz 3 00 00 Ln co N N O N a-+ Q N O c � U M Ln _ N .� 00 O O N Ln O O N O r14 p C O Ln N h0 N V U1 Ln ++ 4 i N 3 u �Y v 0A 3 L,L -0 U p 4� tic i 7 06 N O I..L - m 0 O U 3 Q _ OD N p O 8 � 01 O CO (0 i N 0 O) Ln0 U1 (0 c-i NE 'i 0 V °' L M 0 EN Ln — +' Ln N Ln (+ 0 Kt V) O O m Y L 0 N (6 OC 0 C U C f0 Cl Q E N to to V 6) d E a1 N i v U U Q p O co 3 L U oC = O M N �H O O1 00 I- <D Ln M N .--I O 01 co I, 4.0 Ln N N N N a--1 -1 ri ci c-I c-I rl ri rl ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 64 Beginning Width= 64 Beginning Width= 73 LM pAnnual Erosion= -12 p Annual Erosion= -19 N Annual Accretion= N Annual Accretion= End Beach Width= 52 End Beach Width= 54 Beginning Width= 52 Beginning Width= 54 p Annual Erosion= p Annual Erosion= -7 N Annual Accretion= 27 N Annual Accretion= End Beach Width= 79 End Beach Width= 47 Beginning Width= 79 Beginning Width= 47 pAnnual Erosion= -12 p Annual Erosion= N Annual Accretion= N Annual Accretion= 15 End Beach Width= 67 End Beach Width= 62 Beginning Width= 67 Beginning Width= 62 Do p Annual Erosion= p Annual Erosion= N Annual Accretion= 6 N Annual Accretion= 1 End Beach Width= 73 End Beach Width= 63 Beginning Width= 73 Beginning Width= 63 Cn Annual Erosion= -16 p Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 57 End Beach Width= 69 Beginning Width= 57 Beginning Width= 69 CD Annual Erosion= -2 o Annual Erosion= -3 N Annual Accretion= N Annual Accretion= End Beach Width= 55 End Beach Width= 66 Beginning Width= 55 Beginning Width= 66 C Annual Erosion= C Annual Erosion= N Annual Accretion= 6 N Annual Accretion= 40 End Beach Width= 61 End Beach Width= 106 Beginning Width= 61 Beginning Width= 106 p Annual Erosion= -22 o Annual Erosion= -16 N Annual Accretion= N Annual Accretion= End Beach Width= 39 End Beach Width= 90 Beginning Width= 39 Beginning Width= 90 p Annual Erosion= p Annual Erosion= -22 N Annual Accretion= 34 N Annual Accretion= End Beach Width= 73 End Beach Width= 68 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 361 N Q 00 (£ZOZ`ti4 jaquaa;dag OGIII WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z 0 m _0 m � t � J � � o I w ii 00 Al M Of �� O m N - O Ol 00 n lD ill �t M N r-1 O Ol 00 r� lD Ln N N N N ri ri -1 -1 ci -1 -1 -1 -1 c-I O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 3uiao;iuoW }o aeaA 8.A.2 2005 Beach Width= 74 Beginning Width= 74 Beginning Width= 76 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 10 N Annual Accretion= 4 End Beach Width= 84 End Beach Width= 80 Beginning Width= 84 Beginning Width= 80 p Annual Erosion= -20 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 64 End Beach Width= 70 Beginning Width= 64 Beginning Width= 70 pAnnual Erosion= p Annual Erosion= N Annual Accretion= 3 N Annual Accretion= 5 End Beach Width= 67 End Beach Width= 75 Beginning Width= 67 Beginning Width= 75 Do p Annual Erosion= -2 o Annual Erosion= -16 N Annual Accretion= N Annual Accretion= End Beach Width= 65 End Beach Width= 59 Beginning Width= 65 Beginning Width= 59 Annual Erosion= -2 p Annual Erosion= N Annual Accretion= N Annual Accretion= 5 End Beach Width= 63 End Beach Width= 64 Beginning Width= 63 Beginning Width= 64 p Annual Erosion= -1 o Annual Erosion= N Annual Accretion= N Annual Accretion= 27 End Beach Width= 62 End Beach Width= 91 Beginning Width= 62 Beginning Width= 91 Annual Erosion= -27 Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 35 End Beach Width= 85 Beginning Width= 35 Beginning Width= 85 p Annual Erosion= o Annual Erosion= N Annual Accretion= 25 N Annual Accretion= 10 End Beach Width= 60 End Beach Width= 95 Beginning Width= 60 Beginning Width= 95 p Annual Erosion= p Annual Erosion= -15 N Annual Accretion= 16 N Annual Accretion= End Beach Width= 76 End Beach Width= 80 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 363 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - CZ--PV60 :luGwl43BllV Iq N LO Q p Cl) °° a a z m � y m ro Y + N V J � � � a �y o T I N O 00 t 0 0 0 0 0 0 0 o O o O O O O o 0 Ln O �6 r� Ln t0 Lf1 O Lf1 I�z r4 N N M O = N C N v V U z O N O 00 L O Lr O C C [0 +, ZZ N V N C: N v C u U M + 7 — � LL � Ln r, U O O O Lo Ln N 1.0 Ln n ri Ln ri y N v C Q) f6 m O E ri O 1 LL t NLn 00 s m r, m E l0 M r-I 00 C)Q.V1 i— r-I E O C)O O C)N: C? 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CZ--PV60 :luGwl43BllV co � ti Cl) Q o z a � M � M Y Y N J � a I O O I I O O O O O O 00 I�, 00 N M ai O O O O Ol I, M O O O O O O O O 00 c I O r14 I f0 s u Ln N z � N N O N O Ln `-I a--; Q N C (6 v Crj U ,n AD r-I N _ r y L 2 r-I N ai 00 LL C rI O N O 0) � m M O c 1r000 %D �O i tD p 0) m I� M O r I 0) O 1i s 00 °° ^ M 300 M 00 00 u ro N O � 1n ^ Co lV � U i, O O 3 N :I, O N L iD u7 j l0 O E C) Q m� V YO eN-I O p 111 O O rl N N N O Ln 5m (> O 4J cn bhp O +j � U O 40 YO N O= N O Q O u Q E d O O v O -0 >- O w aC .� O ko 0) Ii N m +' CE E N 4-_ ELn 4- N E 1 ? a E o o a, r—IO1 F'- C a"' u N E OJ N �/ � �"rI V f6 [6 U C C N41 V U_ f0 U U �- CL i i LL aC = O OL = 7 L.L F— Li- _ O M N r-I O Ql 00 I- w Lfl M N r-I O m 00 I� w Ln N N N N i 1 i 1 r-I -1 c-1 c-I r-I r-I 1-1 O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-52 2005 Beach Width= 59 Beginning Width= 59 Beginning Width= 0 LM pAnnual Erosion= p Annual Erosion= -10 N Annual Accretion= 66 N Annual Accretion= End Beach Width= 125 End Beach Width= -10 Beginning Width= 125 Beginning Width= -10 pAnnual Erosion= -31 p Annual Erosion= -14 N Annual Accretion= N Annual Accretion= End Beach Width= 94 End Beach Width= -24 Beginning Width= 94 Beginning Width= -24 Annual Erosion= -10 p Annual Erosion= N Annual Accretion= N Annual Accretion= 5 End Beach Width= 84 End Beach Width= 91 Beginning Width= 84 Beginning Width= 91 Do pAnnual Erosion= p Annual Erosion= -23 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 85 End Beach Width= 68 Beginning Width= 85 Beginning Width= 68 p Annual Erosion= -28 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 57 End Beach Width= 69 Beginning Width= 57 Beginning Width= 69 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 19 N Annual Accretion= 44 End Beach Width= 76 End Beach Width= 113 Beginning Width= 76 Beginning Width= 113 Annual Erosion= Annual Erosion= -20 N Annual Accretion= 3 N Annual Accretion= End Beach Width= 79 End Beach Width= 93 Beginning Width= 79 Beginning Width= 93 p Annual Erosion= -23 o Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 56 End Beach Width= 82 Beginning Width= 56 Beginning Width= 82 p Annual Erosion= p Annual Erosion= -13 N Annual Accretion= 54 N Annual Accretion= End Beach Width= 110 End Beach Width= 69 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 379 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c 00 Cl) Q a o � z M Y N + V LO J a I O I a) o M O O O O O o O o O o O o 0 O 00 p c-I l0 ci ci N Ln Ln N M N c-I M l0 U N Z "n Ln m N O N N U L O O Ln O Ln E Cl rn i- Ln O w c O O a m m E aJ 1 00 O ci O L LL L u CM0 i N 00 lD 00 ^ Ln 00 3 u Ln Lo M n m cn O N N Ln U) O N Ln � � +j Q Lp> = +, _ L V ^ 00 O O N Ln Ln v p Ln w K ON Ln O N > mO 0 O O Ln c O OC c VL 7 2 N N i O L}iL L6 N v bjD 7 gtv a o o Q O - v O v >- O 2 c+ L6 E ko +� U- E 00 m� E •" Ln a) � E - w O O +- a) > 4.1 > ]G N N a, U O m E a)w n Ln E v ai c c Ln � _TU N 'L U Lli m U m U U Ll7 m m U U - a o C a L L LL F- O m N N N O rn N N r-I 00 r- r-I r-I �.o Ln m N r-I r-I c-I rl ri o rn 00 rl ri O O Ll O LD Ln O O O N O N O O O N N N O O N N O O O O O N N N N N O O O O N N N N O N O O N N Suuo;iuow;o aeaA 8.A.2 R-53 2005 Beach Width= 64 Beginning Width= 64 Beginning Width= 99 LM pAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= 50 N Annual Accretion= End Beach Width= 114 End Beach Width= 95 Beginning Width= 114 Beginning Width= 95 p Annual Erosion= -17 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 97 End Beach Width= 96 Beginning Width= 97 Beginning Width= 96 pAnnual Erosion= -8 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 89 End Beach Width= 94 Beginning Width= 89 Beginning Width= 94 Do p Annual Erosion= -6 p Annual Erosion= -16 N Annual Accretion= N Annual Accretion= End Beach Width= 83 End Beach Width= 78 Beginning Width= 83 Beginning Width= 78 Annual Erosion= -3 p Annual Erosion= N Annual Accretion= N Annual Accretion= 7 End Beach Width= 80 End Beach Width= 85 Beginning Width= 80 Beginning Width= 85 CD Annual Erosion= -16 p Annual Erosion= N Annual Accretion= N Annual Accretion= 14 End Beach Width= 64 End Beach Width= 99 Beginning Width= 64 Beginning Width= 99 N r-I p Annual Erosion= p Annual Erosion= -4 N Annual Accretion= 20 N Annual Accretion= End Beach Width= 84 End Beach Width= 95 Beginning Width= 84 Beginning Width= 95 Cm r4 Annual Erosion= -1 G Annual Erosion= 0 N Annual Accretion= N Annual Accretion= End Beach Width= 83 End Beach Width= 95 Beginning Width= 83 Beginning Width= 95 Annual Erosion= p Annual Erosion= -8 N Annual Accretion= 16 N Annual Accretion= End Beach Width= 99 End Beach Width= 87 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 381 N Q (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV N 00 Cl) o Q z a � � M M Y Y N J � a I }' Y44f- 4- 0 O I I W Y Y O O O O 4f4Y-- O O O O O O N cI i O c I O cI O CD O O O O O M lD 00 i N r�-1 Ln U N Z `n rl _ N o Ln r-i N O N Q (U f6 Ln N N � N C � U L � m 01 0) O ri m E 0 Ln r rn C M LL n 00 0 Ln 3 nn 0 f0 m m ai n Co N r-I O N U O 0 Ln O O Lf1 O N m N _ l.0 l0 O to O 7 YO N 00 ON _ Ln u> Q.N 0 O OY O O O Ln m U OC > rl Ln O Ito N N U C I— O O CLQ U O = U O 3 O 4-C,, O' o a� O O Q o u O Q ri o v, �p v O to LU v E - Ln E O E O c Y N 4J H C E O O Y N Lr)d N cC tv m m _ U U m U U 1- = O m N ri 0 rn oo r" W L m N ri o rn oo rl LD in N N N N r-i r-i r-i r-i r-i ri r-i r-i r r O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 T-54 2005 Beach Width= 83 Beginning Width= 83 Beginning Width= 124 LM pAnnual Erosion= p Annual Erosion= -11 N Annual Accretion= 43 N Annual Accretion= End Beach Width= 126 End Beach Width= 113 Beginning Width= 126 Beginning Width= 113 p Annual Erosion= -25 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 101 End Beach Width= 114 Beginning Width= 101 Beginning Width= 114 pAnnual Erosion= -2 p Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 99 End Beach Width= 118 Beginning Width= 99 Beginning Width= 118 Do p Annual Erosion= -6 p Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 93 End Beach Width= 109 Beginning Width= 93 Beginning Width= 109 Annual Erosion= C Annual Erosion= -9 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 94 End Beach Width= 100 Beginning Width= 94 Beginning Width= 100 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 4 N Annual Accretion= 21 End Beach Width= 98 End Beach Width= 121 Beginning Width= 98 Beginning Width= 121 C Annual Erosion= Annual Erosion= -3 N Annual Accretion= 6 N Annual Accretion= End Beach Width= 104 End Beach Width= 118 Beginning Width= 104 Beginning Width= 118 CDAnnual Erosion= -9 o Annual Erosion= -4 N Annual Accretion= N Annual Accretion= End Beach Width= 95 End Beach Width= 114 Beginning Width= 95 Beginning Width= 114 p Annual Erosion= p Annual Erosion= -2 N Annual Accretion= 29 N Annual Accretion= End Beach Width= 124 End Beach Width= 112 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 383 N Q 00 (£ZOZ`ti4 jaquaa;dag OGIII WOO AJOSIAPV JBISBOO : 6ZL9Z) 101Oad epua6V OVO - CZ--PV60 :luGwl43BllV a � Q � z � M � M N + � J o � I IN O txc O O O O O O O O O O O O O C = N M N 41 CT; r-I c-I Ql ai 4 c I to N Ln ro f0 �--1 N 16 N ' s U N Z Ln N N O N Q O O Ln C ru 0J C u U i 73 _ Ln N r-I ci y 00 00 c-Ieel ai y N r-I a--I4,4 C O m 00 O M O k--,&-4/ 0 LL Ln a+ cn Ln 3 00 u ro m N N fY1 ^ m O 4J N O O O O O O cn Ln Ln lD "Zt c 01 ' = N 0 (6 .� O 1-1O 00 _ Ln >- 0 0 Lo m r, } U +, Ln m N N Ln O O `� cTi C H 00 N U '�' j O h30 tLo O Q O - Q U u Q N OM N O aJ O ra E LEI oC 4-1 Lp �O p U- O - co E C '� + C�C C CC L CC C ++ — Ln N � 0 1 O N Y u 0) C C cn NE 't Uu C C _• a rs U U U U '� a o Q a = LL H O m N 1-1 O rn 00 r- �.o Ln v m N r-I O m 00 r, LD Ln N N N N r-I r-I r-I r-I "I "I r1 "I "q r1 O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 U-55 2005 Beach Width= 93 Beginning Width= 93 Beginning Width= 108 LM pAnnual Erosion= -20 p Annual Erosion= N Annual Accretion= N Annual Accretion= 14 End Beach Width= 73 End Beach Width= 122 Beginning Width= 73 Beginning Width= 122 p Annual Erosion= p Annual Erosion= -1 N Annual Accretion= 20 N Annual Accretion= End Beach Width= 93 End Beach Width= 121 Beginning Width= 93 Beginning Width= 121 pAnnual Erosion= -2 Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 91 End Beach Width= 125 Beginning Width= 91 Beginning Width= 125 Do p Annual Erosion= p Annual Erosion= -5 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 98 End Beach Width= 120 Beginning Width= 98 Beginning Width= 120 Annual Erosion= p Annual Erosion= N Annual Accretion= 1 N Annual Accretion= 5 End Beach Width= 99 End Beach Width= 125 Beginning Width= 99 Beginning Width= 125 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 6 N Annual Accretion= 13 End Beach Width= 105 End Beach Width= 138 Beginning Width= 105 Beginning Width= 138 Annual Erosion= Annual Erosion= -12 N Annual Accretion= 10 N Annual Accretion= End Beach Width= 115 End Beach Width= 126 Beginning Width= 115 Beginning Width= 126 CD Annual Erosion= -4 o Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 111 End Beach Width= 118 Beginning Width= 111 Beginning Width= 118 p Annual Erosion= -3 p Annual Erosion= N Annual Accretion= N Annual Accretion= 11 End Beach Width= 1081 End Beach Width= 129 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 385 (£ZOZ`ti4 jaquaa;dag aajjiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � N 00 Q a Cl) °° Q a o z � M Y N � J a I I 0 O O i-2 O O O O O O O 00 NI rMI ui In O .6 .4 ri N O NO N _ Z Ln N N r-1 O N Q OJ N C O Ln O `� C U •L m � � 2 cn \Ln, N I lD Ln N Ln N N N r I I Ln N I Ol 001.1 0 Ln � .W O 00 IM 00 rl al m O r-I CCD) m M O 0 Ol LL s .a Ln 3 00 u m � N M n m U r-I O O L N M n O O N LLn � -0 — O 4 N � N ::) O fV 00 O in p Ln m rl F O O N In IS O U � u�LA O +' 00 > Q e0 01 to O � Q Lu f6 W 0) 0 to LL C C 4+ CC - Ln = L N �/� u av E O O N Y N / L/! C U U Ln Fu (O i m U U U J i d O Q i i O M N 1-I O 01 00 I- l0 Ln �T m N rH O m 00 n LID Ln N N N N -1 -1 ri ci ri 1-1 r1 ri rl ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-56 2005 Beach Width= 103 Beginning Width= 103 Beginning Width= 113 LM pAnnual Erosion= -12 p Annual Erosion= N Annual Accretion= N Annual Accretion= 38 End Beach Width= 91 End Beach Width= 151 Beginning Width= 91 Beginning Width= 151 p Annual Erosion= p Annual Erosion= N Annual Accretion= 10 N Annual Accretion= 2 End Beach Width= 101 End Beach Width= 153 Beginning Width= 101 Beginning Width= 153 00 pAnnual Erosion= C Annual Erosion= -6 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 108 End Beach Width= 147 Beginning Width= 108 Beginning Width= 147 Do p Annual Erosion= p Annual Erosion= -9 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 115 End Beach Width= 138 Beginning Width= 115 Beginning Width= 138 Cn p Annual Erosion= -2 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 113 End Beach Width= 136 Beginning Width= 113 Beginning Width= 136 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 16 N Annual Accretion= 9 End Beach Width= 129 End Beach Width= 145 Beginning Width= 129 Beginning Width= 145 1-4 Annual Erosion= -6 Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 123 End Beach Width= 134 Beginning Width= 123 Beginning Width= 134 CD Annual Erosion= -15 o Annual Erosion= -15 N Annual Accretion= N Annual Accretion= End Beach Width= 108 End Beach Width= 119 Beginning Width= 108 Beginning Width= 119 p Annual Erosion= p Annual Erosion= N Annual Accretion= 5 N Annual Accretion= 22 End Beach Width= 113 End Beach Width= 141 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 387 N Q a0 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV co ao Cl) Q z a M M ++ a) Y ± I U � J � a � I I 8.A.2 T-57 2005 Beach Width= 110 Beginning Width= 110 Beginning Width= 150 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 13 N Annual Accretion= 48 End Beach Width= 123 End Beach Width= 198 Beginning Width= 123 Beginning Width= 198 p Annual Erosion= -14 p Annual Erosion= -31 N Annual Accretion= N Annual Accretion= End Beach Width= 109 End Beach Width= 167 Beginning Width= 109 Beginning Width= 167 pAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= N Annual Accretion= End Beach Width= 109 End Beach Width= 163 Beginning Width= 109 Beginning Width= 163 Do p Annual Erosion= -6 p Annual Erosion= -37 N Annual Accretion= N Annual Accretion= End Beach Width= 103 End Beach Width= 126 Beginning Width= 103 Beginning Width= 126 Cn p Annual Erosion= p Annual Erosion= N Annual Accretion= 6 N Annual Accretion= 17 End Beach Width= 109 End Beach Width= 143 Beginning Width= 109 Beginning Width= 143 p Annual Erosion= o Annual Erosion= N Annual Accretion= 29 N Annual Accretion= 9 End Beach Width= 138 End Beach Width= 152 Beginning Width= 138 Beginning Width= 152 1-4 Annual Erosion= -39 Annual Erosion= -41 N Annual Accretion= N Annual Accretion= End Beach Width= 99 End Beach Width= 111 Beginning Width= 99 Beginning Width= 111 1-4 Annual Erosion= o Annual Erosion= N Annual Accretion= 47 N Annual Accretion= 13 End Beach Width= 146 End Beach Width= 124 Beginning Width= 146 Beginning Width= 124 Annual Erosion= p Annual Erosion= N Annual Accretion= 4 N Annual Accretion= 27 End Beach Width= 150 End Beach Width= 151 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 389 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c N Q a Cl) 0o a a z M ++ M � Y � a = I a, au c m s U ++ G! ri Ln r1 00 O I M N ri O Ql 00 110 Ln M N r-I O a) 00 n LD Ln N N N N c-I r-I ri r-I r-I ri -1 ri ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suiao;iuoW }o aeaA 8.A.2 2005 Beach Width= 13 Beginning Width= 13 Beginning Width= 140 LM pAnnual Erosion= p Annual Erosion= -88 N Annual Accretion= 65 N Annual Accretion= End Beach Width= 78 End Beach Width= 52 Beginning Width= 78 Beginning Width= 52 p Annual Erosion= -54 p Annual Erosion= -12 N Annual Accretion= N Annual Accretion= End Beach Width= 24 End Beach Width= 40 Beginning Width= 24 Beginning Width= 40 pAnnual Erosion= -3 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 21 End Beach Width= 32 Beginning Width= 21 Beginning Width= 32 Do p Annual Erosion= p Annual Erosion= N Annual Accretion= 14 N Annual Accretion= 23 End Beach Width= 35 End Beach Width= 55 Beginning Width= 35 Beginning Width= 55 Annual Erosion= C Annual Erosion= N Annual Accretion= 15 N Annual Accretion= 49 End Beach Width= 50 End Beach Width= 104 Beginning Width= 50 Beginning Width= 104 1-4 p Annual Erosion= o Annual Erosion= N Annual Accretion= 7 N Annual Accretion= 1 End Beach Width= 57 End Beach Width= 105 Beginning Width= 57 Beginning Width= 105 Annual Erosion= -51 C Annual Erosion= N Annual Accretion= N Annual Accretion= 73 End Beach Width= 6 End Beach Width= 178 Beginning Width= 6 Beginning Width= 178 Cm CI4 1-4 Annual Erosion= o Annual Erosion= N Annual Accretion= 6 N Annual Accretion= 1 End Beach Width= 12 End Beach Width= 179 Beginning Width= 12 Beginning Width= 179 Annual Erosion= Annual Erosion= -2 N Annual Accretion= 128 N Annual Accretion= End Beach Width= 140 End Beach Width= 177 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 391 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV N � Cl) > Q z O a -a m r m rp ± +' d Y U J I LO a o � � � T ctfw $ wltf C� O C O O O O O O O p O O O O O O O O Ln p N rq 00 lD cli -1 Ln ^ � 4 m � n , 00 Ln O 4- 00 v U U OkD r-I O _ N 0 0 0 p O — N O N N m N N LL E cV (u a) C 0 � mNO p 0 O O a) i a L N O fV 14 .� 3 O O qp } N Q (11 00U ON _ � Ln 'a Ln CL 'a Ln Q U -J Z0 Ln W r-4 00 v O coo O > O Q c +- 0 p O +' Q> LL O (a m Ln aa, m 4- Z) � E +� E+ a) (a N L!'1 E 4 a) C } a) L O C a) - (O �1 U o E- � v E aE v L 0 Ln a) a,u c 7 u 0 00 d Q V m LO m Ln Q a V 'u _ o Lr — 00 Ln a E a E o = Ln L.L o I..L W L.L = rI m r-I O u O 00 N L lD O O CL O Ln O N +' m C I� (D i ++ E D u Ln v =Ln 4— u oC U OLn c� o O4-1O ' O — LL E bA Q } O U 1 _ O Ln f N p O N O 00 U O ai LL.L00 LiE.I 0 u CD O N ai m r-I r 0 'N N M ON Ln O 0 O Lit 0 Q aJCD v 0 M N OC U O m v 0 U m d } d N Lr)a 1 — a) In U C u p 0 U 0 O O N In r- O Ln ri Ln N �r al d LL 0 m O E O G LL t it 3 t u m Ln Co O Ln Ln N O m N r-I O 0) 00 I- l0 Ln m N 1-1 O m 00 Il LO Ln N N N N a--1 a--1 r-I r-I r-I r-I rl ri rl ri O O O O O O O O O O O O O O O O O O O O O O O O N N cV N N N N N N N cV cV cV cV N N N N N 2uiaoliuoW10 aeaA 8.A.2 2005 Beach Width= 70 Beginning Width= 70 Beginning Width= 124 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 64 N Annual Accretion= 1 End Beach Width= 134 End Beach Width= 125 Beginning Width= 134 Beginning Width= 125 p Annual Erosion= -29 p Annual Erosion= -22 N Annual Accretion= N Annual Accretion= End Beach Width= 105 End Beach Width= 103 Beginning Width= 105 Beginning Width= 103 pAnnual Erosion= -23 p Annual Erosion= -13 N Annual Accretion= N Annual Accretion= End Beach Width= 82 End Beach Width= 90 Beginning Width= 82 Beginning Width= 90 Do p Annual Erosion= -7 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 75 End Beach Width= 82 Beginning Width= 75 Beginning Width= 82 p Annual Erosion= -1 p Annual Erosion= -24 N Annual Accretion= N Annual Accretion= End Beach Width= 74 End Beach Width= 58 Beginning Width= 74 Beginning Width= 58 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 5 N Annual Accretion= 3 End Beach Width= 79 End Beach Width= 61 Beginning Width= 79 Beginning Width= 61 C Annual Erosion= -25 Annual Erosion= N Annual Accretion= N Annual Accretion= 63 End Beach Width= 54 End Beach Width= 124 Beginning Width= 54 Beginning Width= 124 p Annual Erosion= o Annual Erosion= -34 N Annual Accretion= 29 N Annual Accretion= End Beach Width= 83 End Beach Width= 90 Beginning Width= 83 Beginning Width= 90 p Annual Erosion= p Annual Erosion= N Annual Accretion= 41 N Annual Accretion= 10 End Beach Width= 1241 End Beach Width= 100 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 393 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � � Cl) Q a o z � M Y N � J a � 2 I I a a c R S U 4- a Z 0 o 0 o O 0 0 0 0 O 0 O o o O o 0 0 M kDD co M N 00 N i c�-I � N Lri N l.n `� I� � M N C l ['V O U ON Ln i co 7 U N � U OO cI r M ON N M 0 Ln N 0 aj O 0 v L N lD E C Q +L Q u O U� 00 N Ln m cn a r O ON ri ri c — 4 iz a) U;a, O co O Q 4a aJ w Ln D 4 � r rr14 C a U E a 7 u O 2 O +-+ m N UO C: d E O 0 U Mo = O al 0 � � N 00 ONO co ON 00 Ln M N a) ON a) O i 0 O � ri U ON U ID. 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CZ--PV60 :luGwl43BllV � _ o O � � a a z d � m Y Ln± V LO J a c _ I I ii ol O 00 O 0 p M r" r-I 00 I� M N M N N N N O N Q N N C � f6 � — N Q1 Q C (4 U i - L O a-1 N Ln -1 2 O rq V_ Q- O O ri lfl ri O o O N r-I O Ln 01 0) t" I kli of r- 00 00 00 00 ri N u ON N � U O N U O -0 O V) LO C enO _ f0 O M ri M N O i� Ln 0- O O o 12 c I� O 00 N O +�N N 41 C O N ON bD U 7 v O U� 4D 0 Q O 3 (1) 0-0- N v O ON t.0 00 Ln 00 Q E � LD LnO M L1 nj (O Iu W OC I..L , N <D C E } 0 � �, OC L a-' L a-+ v v O c vC _ Y 0J to N cL E c-I 4- Ln C 01 01 CZ cuE U O 0) lD U C C V U O 2 +' fV6 U (6 U U L a E o a L t CT)a j„L O ~ L L _ 0 O N Ln n ci O Ln ri Ln N r-I N v LL 01 C m m O O C L U. 3 u u m Ln d n CO O Ln Ln N O m N r-I O LT 00 I� to Ln lzr m N r-I O of oo I" LD ul N N N N r-I r-I r-I -1 -1 -1 -1 -1 ri _q O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suiao;iuoW }o aeaA 8.A.2 A Me 2005 Beach Width= 103 Beginning Width= 103 Beginning Width= 107 LM p Annual Erosion= p Annual Erosion= -11 N Annual Accretion= 16 N Annual Accretion= End Beach Width= 119 End Beach Width= 96 Beginning Width= 119 Beginning Width= 96 p Annual Erosion= -9 p Annual Erosion= -5 N Annual Accretion= N Annual Accretion= End Beach Width= 110 End Beach Width= 91 Beginning Width= 110 Beginning Width= 91 pAnnual Erosion= p Annual Erosion= N Annual Accretion= 2 N Annual Accretion= 11 End Beach Width= 112 End Beach Width= 102 Beginning Width= 112 Beginning Width= 102 00 p Annual Erosion= p Annual Erosion= -3 N Annual Accretion= 10 N Annual Accretion= End Beach Width= 122 End Beach Width= 99 Beginning Width= 122 Beginning Width= 99 Cn p Annual Erosion= -12 p Annual Erosion= -22 N Annual Accretion= N Annual Accretion= End Beach Width= 110 End Beach Width= 77 Beginning Width= 110 Beginning Width= 77 1-4 CD Annual Erosion= -3 p Annual Erosion= N Annual Accretion= N Annual Accretion= 9 End Beach Width= 107 End Beach Width= 86 Beginning Width= 107 Beginning Width= 86 Annual Erosion= Annual Erosion= N Annual Accretion= 15 N Annual Accretion= 22 End Beach Width= 122 End Beach Width= 108 Beginning Width= 122 Beginning Width= 108 p Annual Erosion= -26 o Annual Erosion= N Annual Accretion= N Annual Accretion= 13 End Beach Width= 96 End Beach Width= 121 Beginning Width= 96 Beginning Width= 121 p Annual Erosion= p Annual Erosion= -6 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 1071 End Beach Width= 115 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 405 N Q (o (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV o _ o Q a o z � M Y N � J a I I no Ln lr-I r-I O O O O O O p O O O O O O O O O M N C l N r-I l0 N Ln M N O N l0 N N O N Q a, N C c� aJ C u V L = N -1 N N N � c-i O r-I 00 ri O r-I O Ol ri � CT) m N O a1 N i N ON a) N 3 u -a U ll O N O m 01 Ln 0- 4-1O CDp ON p v E 00 E O N fV (a O c� E n L rj + N N L C O a)n U o o_ c 3 D en �m v V) =3 "t'Lo Q O 00 co d N No Q O V O O 4+ Q U O tx E '_ v O rn O a O O Q w I L H N . u a1 m CD c0 E — oiS E c v v O O v o c a)a) � v � Ln v' � c U (O fU6 U V to U U 0 2 LL = H LL = 2 O O N Ln n r-I O Ln r-I Ln N ri a! ar LL a) C H m m O E O 0 L LL s 3 s u f0 Ln a) n m 0 Ln N O M N ri O 41 00 I- l0 Ln ItT m N ri O Ol 00 I� O Ln N N N N r-I r-I r-I r-I r-I r-I ri -1 ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-65 2005 Beach Width= 106 Beginning Width= 106 Beginning Width= 125 LM Annual Erosion= p Annual Erosion= -5 N Annual Accretion= 29 N Annual Accretion= End Beach Width= 135 End Beach Width= 120 Beginning Width= 135 Beginning Width= 120 pAnnual Erosion= -19 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 116 End Beach Width= 112 Beginning Width= 116 Beginning Width= 112 Annual Erosion= -1 p Annual Erosion= -4 N Annual Accretion= N Annual Accretion= End Beach Width= 115 End Beach Width= 108 Beginning Width= 115 Beginning Width= 108 Do pAnnual Erosion= p Annual Erosion= -3 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 122 End Beach Width= 105 Beginning Width= 122 Beginning Width= 105 Cn Annual Erosion= -7 p Annual Erosion= -1 N Annual Accretion= N Annual Accretion= End Beach Width= 115 End Beach Width= 104 Beginning Width= 115 Beginning Width= 104 CD Annual Erosion= -12 o Annual Erosion= -5 N Annual Accretion= N Annual Accretion= End Beach Width= 103 End Beach Width= 99 Beginning Width= 103 Beginning Width= 99 Annual Erosion= Annual Erosion= -1 N Annual Accretion= 24 N Annual Accretion= End Beach Width= 127 End Beach Width= 98 Beginning Width= 127 Beginning Width= 98 p Annual Erosion= o Annual Erosion= N Annual Accretion= 1 N Annual Accretion= 26 End Beach Width= 128 End Beach Width= 124 Beginning Width= 128 Beginning Width= 124 p Annual Erosion= -3 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 1251 End Beach Width= 116 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 407 N Q (o (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV co _ o Q a o z � M Y N � J a I I 0) E V � '} 4 14 =) 0 O O O O O O O O O O O O p 70 I-DN LIl r-I M 00 Li M r4 4 N ^ ^ 4 01 Ol N i N c-I i i c-I ti V D V 0- 0) n c ca ai c ca U L N r-I r 00 N N Ln I N tr `-I -i r'I ri co ei lD Ln O vj c-I N L O ai 7 U cn U o O N C: M M >_ Cl D Ln 0-14Ln N 01 4- O >- O p 0[ I� n aJ N a1CLp 3 Ln a U O fa a- N =L on 7 7 0.0 00 Lf)_ d N a--; Q > 7 � LL (n a) m ra C fu L ate+ O O a Y aJ iJ cj u � � u Y i a Q O i- � _ O 0 N Ln n 0 Ln Ln a-i d G! LL N C m m O E Or -I 0 L LL s M 3 s u co Ln W m 0 Ln N L- O M N -1 O (n 00 I, <D Ln I M N .--I O Q) 00 I, LO Ln N N N N -4 -4 r-I c-I r- r- rl ri rl ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 112 Beginning Width= 112 Beginning Width= 129 LM Annual Erosion= p Annual Erosion= -3 N Annual Accretion= 35 N Annual Accretion= End Beach Width= 147 End Beach Width= 126 Beginning Width= 147 Beginning Width= 126 pAnnual Erosion= -11 o Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 136 End Beach Width= 127 Beginning Width= 136 Beginning Width= 127 pAnnual Erosion= -7 p Annual Erosion= -3 N Annual Accretion= N Annual Accretion= End Beach Width= 129 End Beach Width= 124 Beginning Width= 129 Beginning Width= 124 Do pAnnual Erosion= p Annual Erosion= N Annual Accretion= 2 N Annual Accretion= 2 End Beach Width= 131 End Beach Width= 126 Beginning Width= 131 Beginning Width= 126 Cn Annual Erosion= -7 p Annual Erosion= N Annual Accretion= N Annual Accretion= 17 End Beach Width= 124 End Beach Width= 143 Beginning Width= 124 Beginning Width= 143 1-4 CD Annual Erosion= -9 p Annual Erosion= -29 N Annual Accretion= N Annual Accretion= End Beach Width= 115 End Beach Width= 114 Beginning Width= 115 Beginning Width= 114 N r-I Annual Erosion= Annual Erosion= N Annual Accretion= 16 N Annual Accretion= 16 End Beach Width= 131 End Beach Width= 130 Beginning Width= 131 Beginning Width= 130 CDAnnual Erosion= -9 No Annual Erosion= N Annual Accretion= N Annual Accretion= 19 End Beach Width= 122 End Beach Width= 149 Beginning Width= 122 Beginning Width= 149 p Annual Erosion= p Annual Erosion= -8 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 129 End Beach Width= 141 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 409 N Q (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c Q a o z � M Y f0 J a I I .. O O O O O O O O O p O O O O O O 0 N ^ e I N M c I M OlI� N.6 Ln��i M rn M N N CD N M a Q O m 0J M O lD In N r-I r iNi N N a --I L L M r-I N N O O N U 0 O Ln U O N -a O to M C M -0 I� c0 M C Q D Ln m C Op 00 E cI N N U v ' O N C 7 0J � 4O U b.0 -0 7 bA f0 +j O N 00 0-u Q lI i — Q W Ll rCo N (6 C E C� C L L L O _ 1 Y 0J O } 4-1 U) 0J 0) ^ W V V 2 U U U — I Q 0 OL L L M N -1 O 0) 00 I- l0 Ln IZT M N .--I O a) 00 n O Ln N N N N a--1 a--1 r-I r-I r-I r-I rl ri rl ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln n O Ln Ln N it r-I G! A. N C H m m O E Or -I 0 L LL M 3 s u ro Ln N N m O Ln Ln N W Suuo;iuow;o aeaA 8.A.2 R-67 2005 Beach Width= 153 Beginning Width= 153 Beginning Width= 174 LM Annual Erosion= p Annual Erosion= -2 N Annual Accretion= 31 N Annual Accretion= End Beach Width= 184 End Beach Width= 172 Beginning Width= 184 Beginning Width= 172 pAnnual Erosion= -7 p Annual Erosion= -1 N Annual Accretion= N Annual Accretion= End Beach Width= 177 End Beach Width= 171 Beginning Width= 177 Beginning Width= 171 Annual Erosion= -17 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 160 End Beach Width= 163 Beginning Width= 160 Beginning Width= 163 Do pAnnual Erosion= -8 p Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 152 End Beach Width= 157 Beginning Width= 152 Beginning Width= 157 Cn Annual Erosion= -1 p Annual Erosion= N Annual Accretion= N Annual Accretion= 16 End Beach Width= 151 End Beach Width= 173 Beginning Width= 151 Beginning Width= 173 p Annual Erosion= o Annual Erosion= -13 N Annual Accretion= 1 N Annual Accretion= End Beach Width= 152 End Beach Width= 160 Beginning Width= 152 Beginning Width= 160 C Annual Erosion= Annual Erosion= 0 N Annual Accretion= 12 N Annual Accretion= End Beach Width= 164 End Beach Width= 160 Beginning Width= 164 Beginning Width= 160 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 27 End Beach Width= 172 End Beach Width= 187 Beginning Width= 172 Beginning Width= 187 p Annual Erosion= p Annual Erosion= -8 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 1741 End Beach Width= 179 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 411 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV N N_ Q � Q a o z � M Y N � J a I I a� OL C LO s U a� O O p O O O O O IV p O O O O O O Q O 00 N O M r-I 1p o0 r-I nj N 00 N ri ri 00 ^ r4 M 00 00 v 00 M � r0 ri M N � l0 � r�i r^i lOD � O Vol N M Ln Ln N N Ln O N r I Ln Q a1 N C co aJ C (6 U 7 ri O N N i O N O O O L�n U p N -0 O to M C M O I, m M C Q r-� Ln a r1 O Ln ai rn4� m^ Z) O E N o N (6 o O j U OC I� C r I O aJ 4- vl N i41 O ai N C 7 a! uli 3 to a U O +� >- O 3 U N Q 4-1 O 3 00 D_ C V U In O fa I 0 0 L.L f0 c Lf1 C rr L Y — = C l0 0 Y coo 4-1 v H un N — v a' c i O U co U u m U U 7 d Q LL O 7 2 M N 1-1 O 01 00 I- to Ln I�T M N r-i O Ol 00 Il lD Ln N N N N r-I r-I r-I r-I r-I r-I ri ri ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln r- ri O Ln r-I Ln N ri a! al LL a! C N m m O E O C 0 LL s 3 s u ro Ln W n m 0, Lf1 N Suuo;iuow;o aeaA 8.A.2 1 • -9. 2005 Beach Width= 144 Beginning Width= 144 Beginning Width= 162 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 2 N Annual Accretion= 5 End Beach Width= 146 End Beach Width= 167 Beginning Width= 146 Beginning Width= 167 pAnnual Erosion= p Annual Erosion= -1 N Annual Accretion= 19 N Annual Accretion= End Beach Width= 165 End Beach Width= 166 Beginning Width= 165 Beginning Width= 166 Annual Erosion= -2 p Annual Erosion= -23 N Annual Accretion= N Annual Accretion= End Beach Width= 163 End Beach Width= 143 Beginning Width= 163 Beginning Width= 143 Do pAnnual Erosion= -13 p Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 150 End Beach Width= 147 Beginning Width= 150 Beginning Width= 147 Cn p Annual Erosion= p Annual Erosion= -9 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 152 End Beach Width= 138 Beginning Width= 152 Beginning Width= 138 p Annual Erosion= 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 0 End Beach Width= 152 End Beach Width= 138 Beginning Width= 152 Beginning Width= 138 N r-I Annual Erosion= -1 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 151 End Beach Width= 140 Beginning Width= 151 Beginning Width= 140 p Annual Erosion= 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 21 End Beach Width= 151 End Beach Width= 161 Beginning Width= 151 Beginning Width= 161 C Annual Erosion= 0 Annual Erosion= -6 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 162 End Beach Width= 155 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 413 N Q ao (£ZOZ`ti4 jaquaa;dag OGIII WOO AJOSIAPV JBISBOO : 6ZL9Z) 101OBd epua6V OVO - CZ--PV60 :luGwl43BllV � Q a o z M N � M � N t V f0 � J bIJ N c=c � G I w Ln I Ln .--1 `4 O O O O O O O O O lO rl nj O Ol N r I r4 O c4 p N cn N Ql m N �--� N L n Ln l0 l0 Ln r I cI M N "q ei Ln N Ln N ON O 00 00 `i "I LO Q v c fC OJ C l6 v_ •L M N 0J c� N O v �� v 3" i O cn U 0 N -0p Ln cri c I" M m _ M l0 N 00 D Ln a 0 O O Ln N Ol 4-1 � � r ] N >` O u E O O Qj 3 C p 4J 14 bD 3 O oQU a u g v 00 a N cn O > O a E L? — T O cu LL (0 f6 W � iz �- cu Lr C 1 a-.+ _ OJ C 0J i O +1 f6 Y M U E V — N N C C Co ((�IW��/ m V f0 I �•O L L L L _ ~ _ LL O O N Ln r- O Ln r-I O Ln O m N r-I O cn 00 I, 1.0 Ln m N c-I O Ql 00 Il LO Ln N N N N r-I -1 -1 c-I .--i .--i r-I O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N 3uiao;iuoW }o aeaA 8.A.2 T-69 2005 Beach Width= 107 Beginning Width= 107 Beginning Width= 149 LM Annual Erosion= 0 Annual Erosion= N Annual Accretion= 33 N Annual Accretion= 7 End Beach Width= 140 End Beach Width= 156 Beginning Width= 140 Beginning Width= 156 pAnnual Erosion= 0 Annual Erosion= -19 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 151 End Beach Width= 137 Beginning Width= 151 Beginning Width= 137 Annual Erosion= -11 0 Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 140 End Beach Width= 128 Beginning Width= 140 Beginning Width= 128 Do pAnnual Erosion= -16 0 Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 124 End Beach Width= 136 Beginning Width= 124 Beginning Width= 136 Cn 0 Annual Erosion= 0 Annual Erosion= -24 N Annual Accretion= 6 N Annual Accretion= End Beach Width= 130 End Beach Width= 112 Beginning Width= 130 Beginning Width= 112 1-4 CD Annual Erosion= 0 Annual Erosion= -4 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 132 End Beach Width= 108 Beginning Width= 132 Beginning Width= 108 0 Annual Erosion= -16 Annual Erosion= N Annual Accretion= N Annual Accretion= 5 End Beach Width= 116 End Beach Width= 113 Beginning Width= 116 Beginning Width= 113 0 Annual Erosion= o Annual Erosion= N Annual Accretion= 20 N Annual Accretion= 21 End Beach Width= 136 End Beach Width= 134 Beginning Width= 136 Beginning Width= 134 0 Annual Erosion= p Annual Erosion= -16 N Annual Accretion= 13 N Annual Accretion= End Beach Width= 149 End Beach Width= 118 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 415 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � N_ Q � Q a o z � M Y N � J a � S I I a� dl C s U N ii 00 I O O p O O p q O O p O CO O- o lD ri M 00 m ^ co O r-I N �p c I c I rn M ri N N i , c-I N , N N O N ++ O_ N to C Ll to r-1 Ln N � C l0 U O M M l0 M ri p cI rI 00 O N rI m cn N c-I ri r-I m :1 N N O v0 N L N v O O > 7 O cn U O N -0 C) M C M I� Cu M C ri r0 In 0- M p .N1 ON In ON j v N E_ O O N i n ai 4N ti m C O 0J +j a) o' v O N i ri � CL C 5 7 +J N v� O ON U 3 O h0 0) 0-a N Q p O CD � H j v ca w cr i.i co tp kD v 0 LL co f6 ++ cyl ai � 1.0 O O ai a)�^ +J v O 0) .V U U U d r-I� 10- >_ L L L OC I1 2 M N -1 O 01 00 I- l0 Ln I�T M N r-i O 0l 00 Il O Ln N N N N ri ri r-1 r-I r-1 r-1 ri ri ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln n O Ln —1 Ln N it ri a, d N C H m m O E O C 0 I.L s M 3 s u ra 1n N n m 0, Ln N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 69 Beginning Width= 69 Beginning Width= 140 LM pAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= 99 N Annual Accretion= End Beach Width= 168 End Beach Width= 136 Beginning Width= 168 Beginning Width= 136 pAnnual Erosion= -28 p Annual Erosion= -3 N Annual Accretion= N Annual Accretion= End Beach Width= 140 End Beach Width= 133 Beginning Width= 140 Beginning Width= 133 Annual Erosion= -1 p Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 139 End Beach Width= 122 Beginning Width= 139 Beginning Width= 122 Do pAnnual Erosion= -16 p Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 123 End Beach Width= 124 Beginning Width= 123 Beginning Width= 124 Annual Erosion= p Annual Erosion= -17 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 130 End Beach Width= 107 Beginning Width= 130 Beginning Width= 107 1-4 p Annual Erosion= -10 o Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 120 End Beach Width= 99 Beginning Width= 120 Beginning Width= 99 Annual Erosion= -11 Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 109 End Beach Width= 100 Beginning Width= 109 Beginning Width= 100 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 21 N Annual Accretion= 23 End Beach Width= 130 End Beach Width= 123 Beginning Width= 130 Beginning Width= 123 p Annual Erosion= p Annual Erosion= -3 N Annual Accretion= 10 N Annual Accretion= End Beach Width= 140 End Beach Width= 120 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 417 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV co O � Q a o z � M Y N � J a I I OJ hl C ca S U 4+ OJ z 0 O ` p p O O O O O O O O O O O O O O O 00 p � M ro c-I 00 i c-I i D IH r-I c-I N -i -1 r-I i N Ol N N O N �+ Q lD r-I N C N M U r1 7 O M N N rIcnN r-I M N c-I ri n O 0) O O ci lV O v NO N U O O O U) } 1 U O N M C p N I� (� M ) O E i f-- (6 Ln Q M N 00 N 00 r, C N E O O p O Lit O CL O C O ua-+ Q N C U O p N U � Ca0 } i 0 � iA N 00 E� +� d lV lD 0 0) O O 4' O d) S 30 Q p O O d0 u 3 Q Lu = LL O S C (0 LD Q LL fo C— O) O c O (6 Y CC U 4 — t% E N dJ •V +O U U m U U a� Q CL a � = LL o1 o ° F- _ L.L = O O N Ln ri O Ln r-1 Ln r-I d G! LL N C H m m O E O C 0 LL t Y M 3 u f0 Ln N n m 0 Ln N O M N ri O Q) 00 I- w Ln IZT M N ri O 0) 00 Il LD Ln N N N N r-I r-I r-I c-I r-I r-I ri ri ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-71 2005 Beach Width= 62 Beginning Width= 62 Beginning Width= 144 LM pAnnual Erosion= p Annual Erosion= N Annual Accretion= 116 N Annual Accretion= 3 End Beach Width= 178 End Beach Width= 147 Beginning Width= 178 Beginning Width= 147 pAnnual Erosion= -33 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 145 End Beach Width= 139 Beginning Width= 145 Beginning Width= 139 Annual Erosion= -6 p Annual Erosion= -15 N Annual Accretion= N Annual Accretion= End Beach Width= 139 End Beach Width= 124 Beginning Width= 139 Beginning Width= 124 Do pAnnual Erosion= -10 p Annual Erosion= N Annual Accretion= N Annual Accretion= 13 End Beach Width= 129 End Beach Width= 137 Beginning Width= 129 Beginning Width= 137 Cn p Annual Erosion= p Annual Erosion= -12 N Annual Accretion= 3 N Annual Accretion= End Beach Width= 132 End Beach Width= 125 Beginning Width= 132 Beginning Width= 125 1-4 CD Annual Erosion= -7 p Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 125 End Beach Width= 129 Beginning Width= 125 Beginning Width= 129 1-4 Annual Erosion= -13 Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 112 End Beach Width= 121 Beginning Width= 112 Beginning Width= 121 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 11 N Annual Accretion= 26 End Beach Width= 123 End Beach Width= 147 Beginning Width= 123 Beginning Width= 147 p Annual Erosion= p Annual Erosion= -8 N Annual Accretion= 21 N Annual Accretion= End Beach Width= 1441 End Beach Width= 139 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 419 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c _ N Q a o z � M Y f0 J a I I OJ h1 C f0 S U r aJ z cn (» r-I O O O O O O O O O O O O CO O O N N MLn 00 M N c-I aM-I M r v rn 0) rn N N M .i Ln N Q cn N N N � a --I rN-I ro N M N f6 V L L N O1 N ,V i O N t/1 U 73 O O N CO M fl. ^ co l0 N Ol Ln n a-+ .M-I N 00 o O 7p o N u E E ON ON O Q) O O� O � " Q U 2O w C = 0Q 41 N - O} U N UO O UO 7 O y oC Q O v 0 T -0 Q O 30 Q N oo vo - o p al ~ a� 0 m Li- N C E C L L c ^ O 06 E O v 0 O N Y l� C aj U W N 0J C C u (O L. M 40 U _U m U CJ L CL "I Ll L.L _ 0 0 N Ln n 0 Ln Ln N G! LL N C H m m 0 E O C 0 LL s r 3 u m Ln N n m O Ln Ln N O M N -1 O 0) 00 I- lD Ln 'IT M N a--1 O m 00 n L0 Ln N N N N a--1 a--1 r-I i--I i--I i--I rl r-I r1 ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-72 2005 Beach Width= 73 Beginning Width= 73 Beginning Width= 155 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 122 N Annual Accretion= 17 End Beach Width= 195 End Beach Width= 172 Beginning Width= 195 Beginning Width= 172 pAnnual Erosion= -28 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 167 End Beach Width= 170 Beginning Width= 167 Beginning Width= 170 Annual Erosion= -11 p Annual Erosion= -23 N Annual Accretion= N Annual Accretion= End Beach Width= 156 End Beach Width= 147 Beginning Width= 156 Beginning Width= 147 Do pAnnual Erosion= -2 o Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 154 End Beach Width= 155 Beginning Width= 154 Beginning Width= 155 Cn Annual Erosion= -4 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 150 End Beach Width= 145 Beginning Width= 150 Beginning Width= 145 1-4 CD Annual Erosion= -1 p Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 149 End Beach Width= 151 Beginning Width= 149 Beginning Width= 151 1-4 Annual Erosion= -21 Annual Erosion= -S N Annual Accretion= N Annual Accretion= End Beach Width= 128 End Beach Width= 146 Beginning Width= 128 Beginning Width= 146 p Annual Erosion= -6 o Annual Erosion= N Annual Accretion= N Annual Accretion= 21 End Beach Width= 122 End Beach Width= 167 Beginning Width= 122 Beginning Width= 167 rn Annual Erosion= Annual Erosion= -4 N Annual Accretion= 33 N Annual Accretion= End Beach Width= 155 End Beach Width= 163 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 421 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV N _ N O � Q a o z � M Y N � J a I I OJ h1 C ca S U OJ z ctf O O O O O O O O O O O O O O OO Ln N of lD O o0 (•n N I� M I c I N _j N 41 N N , N I M N i rl n � ID Ln Lr Lr N O Ln O � 4-; Q 00 N 0J N � C f0 4) N U L N m N N � N O rn 7 U 75 14 U O -0 O Ln M M C 1p E O- n m rn O i :D Ln Q 'I f'V 00 O N +- O O N Ln ' O ^ E N O N O N T m O O 41 J +.+ NdI U O O ,} U 7 bA } U Ln 7 N OQO N +� U ONO O 7 Lti0 m E 0 4- M _Y W E 4 L v '� o v Y v E '41 o V) E N CZ as Ovoc V) v c m Ln c_"o r0 v m v a ri a Q o a ° L. LL rL7L = Ln n O Ln Ln N r-ILL y Gl N C H m m O E r-IO 0 L LL V M 3 s u f6 Ln N m O Ln Ln N O rn N -1 O 0) 00 I- I'D Ln M N O Ol 00 Il 1.0 Ln N N N N r-I r-I r-I r-I r-I -1 -1 -1 -1 -1 O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-73 2005 Beach Width= 85 Beginning Width= 85 Beginning Width= 153 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 44 N Annual Accretion= 33 End Beach Width= 129 End Beach Width= 186 Beginning Width= 129 Beginning Width= 186 pAnnual Erosion= p Annual Erosion= -8 N Annual Accretion= 26 N Annual Accretion= End Beach Width= 155 End Beach Width= 178 Beginning Width= 155 Beginning Width= 178 pAnnual Erosion= p Annual Erosion= -33 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 157 End Beach Width= 145 Beginning Width= 157 Beginning Width= 145 Do pAnnual Erosion= -7 p Annual Erosion= N Annual Accretion= N Annual Accretion= 11 End Beach Width= 150 End Beach Width= 156 Beginning Width= 150 Beginning Width= 156 Annual Erosion= C Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 150 End Beach Width= 154 Beginning Width= 150 Beginning Width= 154 1-4 CD Annual Erosion= -3 p Annual Erosion= N Annual Accretion= N Annual Accretion= 2 End Beach Width= 147 End Beach Width= 156 Beginning Width= 147 Beginning Width= 156 Annual Erosion= -22 Annual Erosion= -14 N Annual Accretion= N Annual Accretion= End Beach Width= 125 End Beach Width= 142 Beginning Width= 125 Beginning Width= 142 p Annual Erosion= o Annual Erosion= N Annual Accretion= 2 N Annual Accretion= 15 End Beach Width= 127 End Beach Width= 157 Beginning Width= 127 Beginning Width= 157 p Annual Erosion= p Annual Erosion= N Annual Accretion= 26 N Annual Accretion= 7 End Beach Width= 153 End Beach Width= 164 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 423 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Iq N _ N4 Q � Q a o z � M Y N � J a I I O _ $ t O O O O O O O o �0 Q o O O O O O O o I� chi N 00ooM N N N M O N N � � N Z Ln N r-I k.0 r-I Ln Ln Ln Ln O Ln Ln MLn r-I N Ln O N � Ln O N a-+ Ln Ln C N m it [0 Il N rl 4! N a-i y fu � ei LL C U � L .G% m o m O E } O 0 U LL cn M N Ln 3 _ 00 c Qj N N R O O U 0 Ln m 7 i Oc) U ofu N -0 O N I� (0 m l0 E Q^ _ _ O Fa>U.j D Ln O. N 00 Ocn +� .NLn T O _E ON m 00 Ln E n O 01 � N v O 0J 0 L 7 N N ao Q �O N O v 3 V O bX 0J 00 d N +� U N T Q O 4' � O v i i H Ln 00 a`�i � O Q 41 U- Q1 rl +- _ - N O � E i O 4-1 Ln N O v C O N N E N 0J 1� U +� — C C Un V U f6 V U 0 M N -4 O 01 00 I- to Ln ItT M N .--i O m 00 r� O Ln N N N N i 1 -1 r-I r-I r-I r-I r-i r-I .--i .--i O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-74 2005 Beach Width= 68 Beginning Width= 68 Beginning Width= 144 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 89 N Annual Accretion= 32 End Beach Width= 157 End Beach Width= 176 Beginning Width= 157 Beginning Width= 176 pAnnual Erosion= -2 o Annual Erosion= N Annual Accretion= N Annual Accretion= 11 End Beach Width= 155 End Beach Width= 187 Beginning Width= 155 Beginning Width= 187 pAnnual Erosion= -8 p Annual Erosion= -38 N Annual Accretion= N Annual Accretion= End Beach Width= 147 End Beach Width= 149 Beginning Width= 147 Beginning Width= 149 Do pAnnual Erosion= -9 p Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 138 End Beach Width= 157 Beginning Width= 138 Beginning Width= 157 Cn Annual Erosion= 4 p Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 142 End Beach Width= 158 Beginning Width= 142 Beginning Width= 158 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 3 N Annual Accretion= 6 End Beach Width= 145 End Beach Width= 164 Beginning Width= 145 Beginning Width= 164 N r-I p Annual Erosion= -9 p Annual Erosion= -18 N Annual Accretion= N Annual Accretion= End Beach Width= 136 End Beach Width= 146 Beginning Width= 136 Beginning Width= 146 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 4 N Annual Accretion= 36 End Beach Width= 140 End Beach Width= 182 Beginning Width= 140 Beginning Width= 182 p Annual Erosion= p Annual Erosion= -8 N Annual Accretion= 4 N Annual Accretion= End Beach Width= 144 End Beach Width= 174 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 425 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSInpbr JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � _ N O � Q a o z � M Y N � J a I I a, O O O O O O O O O O O O O O O O O O Oo lD M 00 00 oo r1 i-I N M 4 4 01 M 01 00 N D1 i M i 00 N 00 Lp r-I lD a --I 00 Ln"\j r-I Ln n Ln I 14Ln Ln I _ N lD LD 00 Ln p N m N m `1 O � a) C aJ C (0 U M N O a) N ON 3 - L 00 O (O M M Q ^ (6 lD D Q! a) Ln O.. 4- .N—I O O _ u 00 r, C EO O O N 00 v N fu � O a) 4J O 3 a) Ln bA U O N } 0o .... -0 3 EL^ oo� Q o oQ LL O m u ) 0 (C LL O 00 ca C E E +' E i C 00 (O � �} a r- E a1 O N Ln E Y Z � Ufua-' U 0 — 76 U U � ro L d � u 0 •Q U U 3 3 LL = LL 0C � � LL 2 = M N 1-I O O1 00 I- w Ln �T M N 1-I O 0) 00 n LD Ln N N N N r-I r-I r-I 4 r-I r-I rl ri r1 ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln r- r-I O Ln r-I Ln N G! N C N m m O E Or -I 0 L I.L s r 3 s u (0 Ln n m 0, Ln N Suuo;iuow;o aeaA 8.A.2 R-75 2005 Beach Width= 84 Beginning Width= 84 Beginning Width= 116 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 51 N Annual Accretion= 31 End Beach Width= 135 End Beach Width= 147 Beginning Width= 135 Beginning Width= 147 pAnnual Erosion= -24 p Annual Erosion= -32 N Annual Accretion= N Annual Accretion= End Beach Width= 111 End Beach Width= 115 Beginning Width= 111 Beginning Width= 115 Annual Erosion= p Annual Erosion= N Annual Accretion= 15 N Annual Accretion= 6 End Beach Width= 126 End Beach Width= 121 Beginning Width= 126 Beginning Width= 121 00 pAnnual Erosion= p Annual Erosion= N Annual Accretion= 14 N Annual Accretion= 31 End Beach Width= 140 End Beach Width= 152 Beginning Width= 140 Beginning Width= 152 Annual Erosion= C Annual Erosion= -7 N Annual Accretion= N Annual Accretion= End Beach Width= 140 End Beach Width= 145 Beginning Width= 140 Beginning Width= 145 CD Annual Erosion= -12 o Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 128 End Beach Width= 136 Beginning Width= 128 Beginning Width= 136 N r-I Annual Erosion= Annual Erosion= -11 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 135 End Beach Width= 125 Beginning Width= 135 Beginning Width= 125 en CI4 p Annual Erosion= -1 o Annual Erosion= N Annual Accretion= N Annual Accretion= 15 End Beach Width= 134 End Beach Width= 140 Beginning Width= 134 Beginning Width= 140 p Annual Erosion= -18 p Annual Erosion= -15 N Annual Accretion= N Annual Accretion= End Beach Width= 1161 End Beach Width= 125 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 427 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV co _ N Q a o z � M Y N � J a I I GJ bi C f0 S U aJ z Ln l N r-I +� 4� C) u'f O C) C)O O O O O O C)O O C:)O O C) c-I Ol N M r-1 M 00 ri r-I N c-I O Ri r•I ri N c-I Ln N O N Q 0! N C 01 C M N i 2 0 0 Ln � r-I lD � M M ri 00 O Ln Lr) � N N ri ri ri r-I r-I ri 00 00 m O U N L O 0 C) Ln M C � p O Ln ri O O CO E �, f0 O O 0 a) N L {--' � O 7 hU0 Q Q U O p Q U 000 0 U 7 N 00 v OO N >- C:)O Q Lu OC O v co LL Oce C (0 r-I 0 C 4-1 c o v 00 O � Y O) C C Uro U 0 _ U u C0 U U n 0 CL O O N Ln ri O Ln ri Ln rNi y 01 LL N C N m m O E O C L LL Z i+ 3 u ra Ln W I� m 9 Ln N O M (V ri O 01 00 I- LD Ln ItT M N -4 O 01 00 I� 4.0 Ln N N N N r-I r-I r-I -i ri r-I r-I c-I c-I c-I O O O O O O O O O O O O O O O O O O O O O O O O (14 N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 60 Beginning Width= 60 Beginning Width= 113 LM Annual Erosion= p Annual Erosion= -19 N Annual Accretion= 78 N Annual Accretion= End Beach Width= 138 End Beach Width= 94 Beginning Width= 138 Beginning Width= 94 pAnnual Erosion= -21 o Annual Erosion= N Annual Accretion= N Annual Accretion= 17 End Beach Width= 117 End Beach Width= 111 Beginning Width= 117 Beginning Width= 111 pAnnual Erosion= -7 p Annual Erosion= -8 N Annual Accretion= N Annual Accretion= End Beach Width= 110 End Beach Width= 103 Beginning Width= 110 Beginning Width= 103 Do pAnnual Erosion= -12 o Annual Erosion= N Annual Accretion= N Annual Accretion= 10 End Beach Width= 98 End Beach Width= 113 Beginning Width= 98 Beginning Width= 113 Cn Annual Erosion= p Annual Erosion= N Annual Accretion= 10 N Annual Accretion= 14 End Beach Width= 108 End Beach Width= 127 Beginning Width= 108 Beginning Width= 127 1-4 CD Annual Erosion= -8 p Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 100 End Beach Width= 135 Beginning Width= 100 Beginning Width= 135 Annual Erosion= Annual Erosion= -22 N Annual Accretion= 4 N Annual Accretion= End Beach Width= 104 End Beach Width= 113 Beginning Width= 104 Beginning Width= 113 p Annual Erosion= -26 o Annual Erosion= N Annual Accretion= N Annual Accretion= 19 End Beach Width= 78 End Beach Width= 132 Beginning Width= 78 Beginning Width= 132 p Annual Erosion= p Annual Erosion= -17 N Annual Accretion= 35 N Annual Accretion= End Beach Width= 113 End Beach Width= 115 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 429 N Q (o (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSInpbr JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV c _ M t] � Q a o z � M Y N � J a I I 7 `~ O O O O p O O O O O O O r4 O '� O W (T N p 4 r-I O c I I\ rl a> i I Ln M l0 N op i c I n N c-I N J J J 1 3 3 3 Ln M 00 m m N c-I m m m 00 0 0 00 cu u 00 7 O n O O � O O O N _ Ln E ON m O T O o Z `~ a) +, 2 N i H ON C 3 v i +, N Ln 00 u � U O d3D � Q o r Q O o U< Q O m O lB O r= Q !_ L L C p L O C 0) _ � a 1cu E = 4-1aa) V) Ln E N v l) V U O lB 4-1 U C C v SZ S2 CL U i 2 — LL fY O L — LL = 2 0 O N Ln O Ln r-1 Ln N it fL LL fU c m m Cc) Ec 0 LL s M 3 s u m Ln n o0 0 Ln Ln N O rn N -1 O Q) 00 r- f.0 Ln M N O 0) 00 n ko Ln N N N N i -I i -I r-I -i -i -1 -I O O O O O O O O O O O O O O O O O O O O O O O 0 N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 R-77 2005 Beach Width= 78 Beginning Width= 78 Beginning Width= 116 LM Annual Erosion= p Annual Erosion= -5 N Annual Accretion= 59 N Annual Accretion= End Beach Width= 137 End Beach Width= 111 Beginning Width= 137 Beginning Width= 111 pAnnual Erosion= -13 p Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 124 End Beach Width= 119 Beginning Width= 124 Beginning Width= 119 Annual Erosion= -8 p Annual Erosion= -5 N Annual Accretion= N Annual Accretion= End Beach Width= 116 End Beach Width= 114 Beginning Width= 116 Beginning Width= 114 Do pAnnual Erosion= -8 p Annual Erosion= N Annual Accretion= N Annual Accretion= 13 End Beach Width= 108 End Beach Width= 127 Beginning Width= 108 Beginning Width= 127 Cn Annual Erosion= p Annual Erosion= N Annual Accretion= 3 N Annual Accretion= 15 End Beach Width= 111 End Beach Width= 142 Beginning Width= 111 Beginning Width= 142 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 13 N Annual Accretion= 20 End Beach Width= 124 End Beach Width= 162 Beginning Width= 124 Beginning Width= 162 Annual Erosion= Annual Erosion= -27 N Annual Accretion= 8 N Annual Accretion= End Beach Width= 132 End Beach Width= 135 Beginning Width= 132 Beginning Width= 135 p Annual Erosion= -24 o Annual Erosion= -12 N Annual Accretion= N Annual Accretion= End Beach Width= 108 End Beach Width= 123 Beginning Width= 108 Beginning Width= 123 p Annual Erosion= p Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 9 End Beach Width= 116 End Beach Width= 132 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 431 N Q ao (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV N _ M Q a o z � M Y N f6 J a I I OJ h1 C ca S U 0J z tf I - O O O O O O O O O O O O O O O O O O .—I N � r-I r-I 00 i11 pp N 00 � M 00 Ln IN O N Q 0J N �O v ri C co Q1 C u U N rn ri I� m ri N ri ^ N N lfl c I "I N 00 O r-I 00 O r-I _ 00 r M N O v O O O Ln N Il co fV O O Ln E r-I NO N >- L: O OO Ol 00 I� I� O 4 N N c0 N N v OC NO U C 7 to a- 7 O b.0 Q Q O N v 7 U O h0 7 V Q a a0 v O O� o O O `-' co Lu LC ca C 4-1 O C E 00 ,c L L c a) C L O C a)> -_ co co Y I� OC O N a) 01 C U_ co CO co U ' L _ 'Q : a- L L L M N r-I O cn 00 I- lD Ln 't M N 1-1 O m 00 Il lD Ln N N N N r-I r-I r-I —i r-1 c-I c-I c-I c-I c-I O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N O O N Ln O Ln r-I Ln N it ri y 01 N C H m m O E Or -I 0 L LL Y M 3 u co Ln N 1, m 9 Ln N 7 Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 86 Beginning Width= 86 Beginning Width= 100 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 38 N Annual Accretion= 3 End Beach Width= 124 End Beach Width= 103 Beginning Width= 124 Beginning Width= 103 pAnnual Erosion= -6 p Annual Erosion= -2 N Annual Accretion= N Annual Accretion= End Beach Width= 118 End Beach Width= 101 Beginning Width= 118 Beginning Width= 101 pAnnual Erosion= -9 p Annual Erosion= N Annual Accretion= N Annual Accretion= 5 End Beach Width= 109 End Beach Width= 106 Beginning Width= 109 Beginning Width= 106 Do pAnnual Erosion= p Annual Erosion= N Annual Accretion= 1 N Annual Accretion= 29 End Beach Width= 110 End Beach Width= 135 Beginning Width= 110 Beginning Width= 135 Annual Erosion= p Annual Erosion= -30 N Annual Accretion= 5 N Annual Accretion= End Beach Width= 115 End Beach Width= 105 Beginning Width= 115 Beginning Width= 105 1-4 p Annual Erosion= p Annual Erosion= N Annual Accretion= 19 N Annual Accretion= 10 End Beach Width= 134 End Beach Width= 115 Beginning Width= 134 Beginning Width= 115 C Annual Erosion= -8 Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 126 End Beach Width= 116 Beginning Width= 126 Beginning Width= 116 CD Annual Erosion= -34 o Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 92 End Beach Width= 110 Beginning Width= 92 Beginning Width= 110 p Annual Erosion= p Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 20 End Beach Width= 100 End Beach Width= 130 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 433 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - 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N C m m O E O C 0 LL Z i+ 3 u R Ln N n m 0 ul N W Suuo;iuow;o aeaA 8.A.2 R-79 2005 Beach Width= 80 Beginning Width= 80 Beginning Width= 105 LM pAnnual Erosion= p Annual Erosion= -6 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 82 End Beach Width= 99 Beginning Width= 82 Beginning Width= 99 pAnnual Erosion= p Annual Erosion= -10 N Annual Accretion= 18 N Annual Accretion= End Beach Width= 100 End Beach Width= 89 Beginning Width= 100 Beginning Width= 89 Annual Erosion= -19 p Annual Erosion= N Annual Accretion= N Annual Accretion= 9 End Beach Width= 81 End Beach Width= 98 Beginning Width= 81 Beginning Width= 98 Do pAnnual Erosion= p Annual Erosion= N Annual Accretion= 19 N Annual Accretion= 10 End Beach Width= 100 End Beach Width= 108 Beginning Width= 100 Beginning Width= 108 Annual Erosion= p Annual Erosion= -29 N Annual Accretion= 10 N Annual Accretion= End Beach Width= 110 End Beach Width= 79 Beginning Width= 110 Beginning Width= 79 1-4 p Annual Erosion= -9 G Annual Erosion= N Annual Accretion= N Annual Accretion= 3 End Beach Width= 101 End Beach Width= 82 Beginning Width= 101 Beginning Width= 82 Annual Erosion= Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 23 End Beach Width= 109 End Beach Width= 105 Beginning Width= 109 Beginning Width= 105 p Annual Erosion= o Annual Erosion= -17 N Annual Accretion= 17 N Annual Accretion= End Beach Width= 126 End Beach Width= 88 Beginning Width= 126 Beginning Width= 88 rn Annual Erosion= -21 Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 1051 End Beach Width= 89 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 435 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV � N _ �M Q � Q a o z � M Y J a I I OJ C ca S U aJ z H 'If Itf 4-1 +� 1� O O O O O O O p O O O O01 O O O I� M Q1 N 01 I� 00 OlM O rI 00 cI N N N O fV Q 0) C 0J C u U L 7 Ln O Ln O O O O p c-I O O S, r/ N 00 00 N 00 M 00 N O v N L. O O O Ln N -0 M C I� (O00Ln O O p N p1 co^ n N N p j 01 V) O T 7 7 O bA 0) �a v 0— E00 o , c W - C C >- —_ 4-1 L L O (6 � Y � C1 / � O Lj 01 01 u UaO 10-! S 2 M N ri O O1 00 I*- w Ln I�T M N r-I O Ol 00 Il l0 Ln N N N N ri ri ri ri ri ri ri ri ri ri O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N fV N N N N N O O N Ln n O Ln r-I Ln N ri Ol Ol LL 4) C H m m O E O L LL t M 3 t u f0 Ln N n m O Ln Ln N O Suuo;iuow;o aeaA 8.A.2 i • 1j 2005 Beach Width= 86 Beginning Width= 86 Beginning Width= 112 LM pAnnual Erosion= p Annual Erosion= -12 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 101 End Beach Width= 100 Beginning Width= 101 Beginning Width= 100 pAnnual Erosion= -5 p Annual Erosion= -1 N Annual Accretion= N Annual Accretion= End Beach Width= 96 End Beach Width= 99 Beginning Width= 96 Beginning Width= 99 pAnnual Erosion= -6 p Annual Erosion= -6 N Annual Accretion= N Annual Accretion= End Beach Width= 90 End Beach Width= 93 Beginning Width= 90 Beginning Width= 93 Do pAnnual Erosion= -2 o Annual Erosion= N Annual Accretion= N Annual Accretion= 1 End Beach Width= 88 End Beach Width= 94 Beginning Width= 88 Beginning Width= 94 Annual Erosion= C Annual Erosion= -18 N Annual Accretion= 29 N Annual Accretion= End Beach Width= 117 End Beach Width= 76 Beginning Width= 117 Beginning Width= 76 1-4 CD Annual Erosion= -6 p Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 111 End Beach Width= 84 Beginning Width= 111 Beginning Width= 84 Annual Erosion= -6 Annual Erosion= N Annual Accretion= N Annual Accretion= 13 End Beach Width= 105 End Beach Width= 97 Beginning Width= 105 Beginning Width= 97 CDAnnual Erosion= o Annual Erosion= -10 N Annual Accretion= 12 N Annual Accretion= End Beach Width= 117 End Beach Width= 87 Beginning Width= 117 Beginning Width= 87 p Annual Erosion= -5 p Annual Erosion= -30 N Annual Accretion= N Annual Accretion= End Beach Width= 112 End Beach Width= 57 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 437 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV co M Q z O a M M ++ be Y ± I U � J � a � I T I w b,b,c O O p O O $ � � O O O O O O 00 ri l0 O Y $ w p p O O O cn S M c-I 00 r-I N -1 ' i lD lD N N l0 Ln Ln u I 4+ GJ Z Ln n 0 Ln N ri � G! N r-I c I c-I r-I G! .LL.. N Ln loori cI N VI Ol O m co I� M O p mre 0 {L r1 t 00 .� 'a u ro " n m N N O n Ln N _ 00 _ +; � O 111 to _ 4 O Ln C N L 3 i 4- 0J n O N 3 O bA U O U _ C L aLn N L L 0 4- O c `^ a, v 00c (0 _ � U f4 f6 � O >r 3 3 O co N N N 1-1 N O N 0) r-I 00 I- r-I ri (.0 1-1 Lr) -1 ri M N r-I ri ri ri O -1 O1 O 00 O r, O l0 Lf1 O O O O N N O lV O N o N o O N N O N O N O N O O O lV lV lV O N O N O N o N o O N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 92 Beginning Width= 92 Beginning Width= 115 LM Annual Erosion= p Annual Erosion= -8 N Annual Accretion= 7 N Annual Accretion= End Beach Width= 99 End Beach Width= 107 Beginning Width= 99 Beginning Width= 107 pAnnual Erosion= -4 p Annual Erosion= N Annual Accretion= N Annual Accretion= 4 End Beach Width= 95 End Beach Width= 111 Beginning Width= 95 Beginning Width= 111 Annual Erosion= -9 p Annual Erosion= -9 N Annual Accretion= N Annual Accretion= End Beach Width= 86 End Beach Width= 102 Beginning Width= 86 Beginning Width= 102 Do pAnnual Erosion= p Annual Erosion= -3 N Annual Accretion= 6 N Annual Accretion= End Beach Width= 92 End Beach Width= 99 Beginning Width= 92 Beginning Width= 99 p Annual Erosion= -3 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 89 End Beach Width= 89 Beginning Width= 89 Beginning Width= 89 1-4 p Annual Erosion= p Annual Erosion= -5 N Annual Accretion= 8 N Annual Accretion= End Beach Width= 97 End Beach Width= 84 Beginning Width= 97 Beginning Width= 84 Annual Erosion= Annual Erosion= N Annual Accretion= 1 N Annual Accretion= 5 End Beach Width= 98 End Beach Width= 89 Beginning Width= 98 Beginning Width= 89 CDAnnual Erosion= No Annual Erosion= N Annual Accretion= 19 N Annual Accretion= 11 End Beach Width= 117 End Beach Width= 100 Beginning Width= 117 Beginning Width= 100 p Annual Erosion= -2 p Annual Erosion= -26 N Annual Accretion= N Annual Accretion= End Beach Width= 1151 End Beach Width= 74 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 439 N Q 00 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z M M J O O N O rn N r-I O Ql 00 I- l0 Lfl ' M N ri O Ol 00 Il lD L ) N N (V N r-I r-I r-I r-I —i r-I c-I c-I c-I c-I O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 63 Beginning Width= 63 Beginning Width= 83 LM Annual Erosion= -5 p Annual Erosion= N Annual Accretion= N Annual Accretion= 6 End Beach Width= 58 End Beach Width= 89 Beginning Width= 58 Beginning Width= 89 pAnnual Erosion= p Annual Erosion= -4 N Annual Accretion= 12 N Annual Accretion= End Beach Width= 70 End Beach Width= 85 Beginning Width= 70 Beginning Width= 85 p Annual Erosion= -1 p Annual Erosion= -10 N Annual Accretion= N Annual Accretion= End Beach Width= 69 End Beach Width= 75 Beginning Width= 69 Beginning Width= 75 Do pAnnual Erosion= p Annual Erosion= N Annual Accretion= 12 N Annual Accretion= 3 End Beach Width= 81 End Beach Width= 78 Beginning Width= 81 Beginning Width= 78 p Annual Erosion= -21 p Annual Erosion= -15 N Annual Accretion= N Annual Accretion= End Beach Width= 60 End Beach Width= 63 Beginning Width= 60 Beginning Width= 63 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 4 N Annual Accretion= 13 End Beach Width= 64 End Beach Width= 76 Beginning Width= 64 Beginning Width= 76 C Annual Erosion= Annual Erosion= -14 N Annual Accretion= 9 N Annual Accretion= End Beach Width= 73 End Beach Width= 62 Beginning Width= 73 Beginning Width= 62 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 16 N Annual Accretion= 13 End Beach Width= 89 End Beach Width= 75 Beginning Width= 89 Beginning Width= 75 p Annual Erosion= -6 p Annual Erosion= -13 N Annual Accretion= N Annual Accretion= End Beach Width= 83 End Beach Width= 62 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 441 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV N N _ Q � z M ++ M � Y ± I U J � � a � I I 0 N lD 8.A.2 2005 Beach Width= 41 Beginning Width= 41 Beginning Width= 56 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 2 N Annual Accretion= 25 End Beach Width= 43 End Beach Width= 81 Beginning Width= 43 Beginning Width= 81 pAnnual Erosion= p Annual Erosion= -2 N Annual Accretion= 8 N Annual Accretion= End Beach Width= 51 End Beach Width= 79 Beginning Width= 51 Beginning Width= 79 pAnnual Erosion= p Annual Erosion= -9 N Annual Accretion= 11 N Annual Accretion= End Beach Width= 62 End Beach Width= 70 Beginning Width= 62 Beginning Width= 70 Do pAnnual Erosion= p Annual Erosion= N Annual Accretion= 5 N Annual Accretion= 5 End Beach Width= 67 End Beach Width= 75 Beginning Width= 67 Beginning Width= 75 Annual Erosion= -9 p Annual Erosion= -21 N Annual Accretion= N Annual Accretion= End Beach Width= 58 End Beach Width= 54 Beginning Width= 58 Beginning Width= 54 CD Annual Erosion= -13 p Annual Erosion= N Annual Accretion= N Annual Accretion= 25 End Beach Width= 45 End Beach Width= 79 Beginning Width= 45 Beginning Width= 79 Annual Erosion= Annual Erosion= -17 N Annual Accretion= 6 N Annual Accretion= End Beach Width= 51 End Beach Width= 62 Beginning Width= 51 Beginning Width= 62 CD Annual Erosion= o Annual Erosion= N Annual Accretion= 20 N Annual Accretion= 5 End Beach Width= 71 End Beach Width= 67 Beginning Width= 71 Beginning Width= 67 Annual Erosion= -15 Annual Erosion= -18 N Annual Accretion= N Annual Accretion= End Beach Width= 561 End Beach Width= 49 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 443 N Q (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - CZ--PV60 :luGwl43BllV Q z M M J I � I a� O p O O pp Ln .I N aJ Z F MM ,lf O O O O O O p O p L6 dl N N O M Ql Li rl 06 i N !'I 00 Ln 00 O O N bA 7 Q f f6 LL E 0 V) U .Q 0 Ln r-I O Ln r-1 Ln O 'n O O rN-1 O N 4-1 :3 3 U Q (6 � •L�n m L m � O E CU e-I 0 1✓ LL L L _D 3 u R Ln N m 0 a --I In M Ln N can 00 OL 0 cn N r1 0 rn oo r- 110 1n Zt M N o rn W rl LO Ln N N N N rl rl rl rl rl rl O O O O 0 O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N Suuo;iuow;o aeaA 8.A.2 2005 Beach Width= 23 Beginning Width= 23 Beginning Width= 53 LM Annual Erosion= p Annual Erosion= N Annual Accretion= 11 N Annual Accretion= 19 End Beach Width= 34 End Beach Width= 72 Beginning Width= 34 Beginning Width= 72 pAnnual Erosion= p Annual Erosion= -5 N Annual Accretion= 9 N Annual Accretion= End Beach Width= 43 End Beach Width= 67 Beginning Width= 43 Beginning Width= 67 Annual Erosion= p Annual Erosion= -20 N Annual Accretion= 2 N Annual Accretion= End Beach Width= 45 End Beach Width= 47 Beginning Width= 45 Beginning Width= 47 Do pAnnual Erosion= p Annual Erosion= N Annual Accretion= 8 N Annual Accretion= 21 End Beach Width= 53 End Beach Width= 68 Beginning Width= 53 Beginning Width= 68 Cn Annual Erosion= -1 p Annual Erosion= -11 N Annual Accretion= N Annual Accretion= End Beach Width= 52 End Beach Width= 57 Beginning Width= 52 Beginning Width= 57 1-4 CD Annual Erosion= p Annual Erosion= N Annual Accretion= 15 N Annual Accretion= 1 End Beach Width= 67 End Beach Width= 58 Beginning Width= 67 Beginning Width= 58 N r-I Annual Erosion= -23 Annual Erosion= N Annual Accretion= N Annual Accretion= 8 End Beach Width= 44 End Beach Width= 66 Beginning Width= 44 Beginning Width= 66 p Annual Erosion= o Annual Erosion= -11 N Annual Accretion= 15 N Annual Accretion= End Beach Width= 59 End Beach Width= 55 Beginning Width= 59 Beginning Width= 55 p Annual Erosion= -6 p Annual Erosion= -3 N Annual Accretion= N Annual Accretion= End Beach Width= 53 End Beach Width= 52 CM N 0 N T- `m E d r a m CO m m .r E E 0 U 0 T) a c� 0 U CD N t0 N r m c� a m c m an Gl U Q U CO) N ai 0 c w E t c� Q Packet Pg. 445 (£ZOZ`ti4 jaquaa;dag aaIIiu WOO AJOSIAPV JBISBOO : 6ZL9Z) 101aad epua6V OVO - 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N r--; Q � N N 0 i � O N v c m U i O O O O O O � O � O w O w O N M N Lli -1 00 N r-I "I 00 kD Ln Ln In N Ln Lr) O U) Ln OO N O rNi GJ d N LL ::3 Q 00 U G1 C Q tA LL M c CO LO 0 N v v c c s � U .Q U L ,L H _ F m Ln m M N 1-1 O d) 00 1, ko Ln IZT M N c-I O Q) 00 lV N N N ri ri r-1 -1 r-I ci ci ri ri ri O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N guiaoliuoW;o aeaA 8.A.2 WIGGINS PASS NAVIGATION CHANNEL EXPANSION AND MAINTENANCE DREDGING PROJECT 2023 POST CONSTRUCTION MONITORING SUMMARY AUGUST 2023 DEP PERMIT 0142538-020-JN USACOE PERMIT SAJ-2004-07621 (MOD-EPL) COLLIER COUNTY PREPARED BY HUMISTON & MOORE ENGINEERS HIM File No. 29018 SUBMITTED TO: FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION HUMISTO N & MOORE ENGINEERS COASTAL ENGINEERING DESIGN AND PERMITTING Main Office: 5679 Strand Court Naples, FL 34110 Phone 239 594 2021 Fax 239 594 2025 e-mail : mail 0)humistonandmoore.com Packet Pg. 447 8.A.2 WIGGINS PASS NAVIGATION CHANNEL EXPANSION AND MAINTENANCE DREDGING PROJECT 2023 POST CONSTRUCTION MONITORING SUMMARY AUGUST 2023 DEP PERMIT 0142538-018-JM USACOE PERMIT SAJ-2004-07621 (MOD-EPL) PREPARED FOR COLLIER COUNTY BY HUMISTON & MOORE ENGINEERS Table of Contents Paqe Introduction................................................................................ 1 Hurricane Ian............................................................................... 3 Background.................................................................................. 7 DesignPlan..................................................................................9 Monitoring Survey Data.................................................................. 11 Inlet and Interior Channel.................................................................. 13 WaterTurkey Bay.......................................................................... 22 Shoreline and Volume Change - Beach ............................................. 23 AerialImages................................................................................ 31 Environmental............................................................................... 31 Conclusions & Recommendations..................................................... 32 References.................................................................................. 37 List of Figures Figure 1. Project Location Map Figure 2A. Hurricane Ian Track Figure 2B. Documented Surge Data Figure 3A. Monitoring Survey Scope - Beach Figure 3B. Monitoring Survey Scope — Inlet Figure 4. Wiggins Pass Dredge Templates 2013-2022 Figure 5. Dredge Template Sections Figure 6A. 2022-01 Contour Map Pre -Construction Figure 6B. 2022-03 Contour Map Post -Construction Figure 6C. 2022-11 Contour Map Post -Ian Figure 6D. Contour Change Map 2022-03 to 2022-11 Figure 6E. 2022-11 Contour Map Elevation above -4 MLW Figure 7A. Shoreline Position 2015-2022 from R-10 to R-16 Figure 7B. Shoreline Position 2015-2022 from R-16 to R-21 Figure 7C. Shoreline Position 2015-2023 (2016 Rectified Aerial) Figure 7D. Shoreline Position 2015-2022 (2022 Rectified Aerial) Figure 8. Wiggins Pass Volume Change Rate from 2015 to 2022 Packet Pg. 448 8.A.2 Tables Table 1. Permit History for DEP Permit Number 0142538-001 Table 2A. Inlet Dredge Template- Available Volume and Volume Change Table 2B. Interior Main Channel - Available Volume and Volume Change Table 2C. South Interior Channel Dredge Template — Available Volume and Volume Change Table 2D. Inlet and Interior Channel Dredge Template — Available Volume and Volume Change Table 3. Profile Information for Beach Volume Change Analysis Table 4A. Beach Shoreline Position Change (R-10 to R-21) Table 4B. Beach Volume Change (R-10 to R-21) Table 5. Beach Width 2015 to 2022 (R-10 to R-21) Table 6. Volumetric Change Rate R-10 to R-21 Table 7. Wiggins Pass Dredging Project Contractor Information 2002-2022 Table 8. Wiggins Pass Dredging Project Volumes 1984-2022 Appendices A. Approved Monitoring Plan — Revised March 2018 B. Major Storm Information 2004-2017 C. Completion and Certification Statement D-1. Surveyor Certification D-2. Inlet Cross Sections and Interior Channel Cross Sections D-3. Beach Profiles m Packet Pg. 449 8.A.2 WIGGINS PASS NAVIGATION CHANNEL EXPANSION AND MAINTENANCE DREDGING PROJECT 2023 POST CONSTRUCTION MONITORING SUMMARY AUGUST 2023 DEP PERMIT 0142538-020-JN • USACOE PERMIT SAJ-2004-07621 (MOD-EPL) INTRODUCTION This report by Humiston & Moore Engineers presents the analysis of a post -Ian monitoring survey conducted from 4M AM November 2 to December 9, 2022, approximately one month after the passing of Hurricane Ian on September 28, 2022, and eight months after the Wiggins Pass Dredging Project was constructed from January to March, 20221. The project had a pay quantity of approximately 66,000 cubic yards of sand dredged from the Wiggins Pass inlet and interior channel, subsequently placed on the beach both north and south of the pass. The monitoring survey, conducted by APTIM Environmental Wiggins Pass on and Infrastructure, LLC (APTIM) was based on the requirements of the State of Florida Department of Environmental Protection (DEP) permit number 0142538-020-JN dated February 13, 2023, U.S. Army Corps of Engineers (USACOE) permit number SAJ-2004-07621 (MOD-EPL)2 issued November 19, 2019, and the approved Monitoring Plan prepared by APTIM dated March 9, 2018 included in Appendix A. Recent DEP permit history is summarized in Table 1. Wiggins Pass located in Collier County on the southwest coast of Florida is shown in Figure 1. Table 1. Permit History for DEP Permit Number 0142538-001 (2000-2023) Modificiation Number Date of Issuance Description of Modification 001-JC 01/12/00 Dredge Wiggins Pass with Disposal on Beach 002-EM 03/22/00 One-time Dredge during Turtle Nesting Season 003-EM 08/21/00 Added the Dredging (North) Turkey Bay 004-EM 03/17/05 Request to Extend Dredge Deadline to 5/31 005-EM 06/09/05 Request to Extend Dredge Deadline to 7/31 006-EM 01/30/07 Added Dredging of the Interior Channel 007-BE 05/02/08 De Minimis for Acoustic Doppler Profilers 008-JC 01/02/13 Wiggins Pass Navigation Channel Expansion and Maintenance 009-JC 01/24/11 Single Maintenance Event 010-BV 01/24/11 Alter Mixing Zone 011-BE 01/24/11 De Minimis for Vibracores 012-BE 08/03/11 De Minimis for Vibracores 013-BV 01/02/13 Temporary Expand Mixing Zone 014-JN 04/17/17 Extend Permit 5 Years and Update Conditions 015-JN 10/05/17 Add 50-foot tolerance to channel location 016-JN 06/08/18 Adopt New IMP Revise the PMP 017-JN 07/23/18 Revise Hardbottom Monitoring 018-JM 11/04/19 Addition of the Water Turkey Bay Dredge Template 019-JM 09/20/22 Major Modification to the Dredge and Fill Template. 020-JN 02/13/23 Addition of a Comprehensive Set of Permit Drawings. 1 Constructed under permit number 0142538-018. 2At the time of the writing of this report the USACOE is reviewing the permit modification request approved by the DEP on September 20, 2022. DRAFT 8/1Packet Pg. 450 8.A.2 HUMISTON & M0 HE l - ENGINEER; I COASTAL ENGINEERING MIGN AND PE RM ITTI NG DATE OF PHOTOGRAPH: DECEMBER 2022. PHOTOGRAPH PROPERTY OF COLLIER COUNTY APPRAISER'S OFFICE. 1$ a 166 PRINKS I c 1 V I � N ti to N r d Y 5y 17 cu cu WIGGINS PASS Q U Q U M N GULF r OF ° ai MEXICO - r r L 1 "=5000' :i WIGGINS PASS MAINTENANCE DREDGING PROJECT LOCATION MAP DATE: 3 31 23 FILE: LOC MAP SCALE: SHOWN JOB: 23065 DATUM: NONE FIGURE: 1 V NAPLES .fcu PARK Q -'I •fir -- 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com DRAFT 8/ Packet Pg. 451 8.A.2 HURRICANE IAN Collier County was impacted by Hurricane Ian as a Category 4 major storm on September 28, 2022, causing significant damage to public infrastructure, private property, and public lands. The path of the storm along with intense hurricane force winds, slow forward speed (9 mph), and high storm surge subjected Collier County to large scale impacts ranging from the gulf beaches to the mainland. Figure 2A shows the track of Hurricane Ian approaching and landfalling in southwest Florida. The unique combination of factors including wind speeds in excess of 155 mph, position, track and slow forward movement of 9 mph resulted in extreme storm surge levels along the coastal barrier islands of Collier County and southwest Florida. Figure 2B provides documented storm water levels from Wiggins Pass south to Marco Island. USGS deployed over 175 sensors between the Florida Keys and the Panhandle prior to Hurricane Ian's landfall. These sensors were deployed as part of a FEMA/National Hurricane Center (NHC) mission to document and better understand storm surge. The high storm surge produced by Hurricane Ian over a long duration from the slow -moving storm has resulted in significant morphologic changes including flattening of the beach and dune areas. For the most part, eroded sand has not left the system, but some was overwashed landward covering gulf front parcels and inland roadways with sand. It is typical for sand to also be eroded into the nearshore during early phases of the storm, and also when surge levels decline. Figure 2A. Hurricane Ian Track St. Pgtersburg W Probable storm surge flooding • ��y Thurs. 2 a.m. ET o Categoryl More than 1 Foot .4� Max wind. mph J More than 3 feet I More than 6 feet More than 9 feet hadotte Wed. 2p.m.ET HURRICANE IAN Category 4 Max win& 155 mph apti Coral +CATEGORY � _ Wiggins Pass �y i Naples aiZCvpic=+ ��• Yuional Pr esr ,. t ategary 4 Max wind:155 mph " Gulf ni Mexico 25 mileses Graphic NO lldm 5uaces: HOAR, Neonal weather Service- Meleorologltal Om6pmmi La6mal orq• Hatimral Cemu fol Envuanmmnl Prediawn and Natw wl Hurricane Centro Florida AP Figure 1. Hurricane Ian Storm Path and Wind Field E 3 DRAFT 8/ Packet Pg. 452 8.A.2 Figure 213 Documented Surge Data -7 r.E WATERTURKEY BAY S WIGGINS PASS USG5 OBSERVATION n amMEMO ' DOCTORS PASS H&M OBSERVATION NAPLES PIER . E 'GAGE STOPPED WORKING uSCS an ` MARCO ISLAND GULF SIDE fR»7Wl 1�]F1W ��pp f las. HY ll.la alf� Figure 2h: Hurricane Ian —Collier County— Documented Surge Data The monitoring area shown in Figures 3A and 3B includes: DEP reference monuments R-10 to R-16 on the north side of Wiggins Pass, R-17 to R-21 south of the pass, Inlet Stations -2+00 to 15+00 ranging from monument R-15 north of the inlet to R-18.5 south of the inlet, Interior Channel Stations C-3 through CN-37, and the south shoreline of the pass east of R-17. a+ Q 4 DRAFT 8/ Packet Pg. 453 8.A.2 STATION v FASTING• ,NORTHING• AZIMUTH &MOORE 1 ID (FEET) (FEET) (DEGREES) ENGINEER R-10 382267.4 717953.9 270.0 1 I COASTAL R-10.5 382598.4 717466.2 270.0 ENGINEEMNG DESIGN R-11 382597.6 716979.2 270.0 AND PEw ITTNG R-11.5 382815.7 716477.6 270.0 FIGURE 3A R-12 382815.0 715976.3 270.0 - MONITORING SURVEY R-12.5 383185.8 715490.4 270.0 SCOPE -BEACH R-13 383185.0 715004.9 270.0 • ' \ R-13.5 383390.1 714519.2 270.0 ' • \ a R-14 383389.3 714033.8 270.0 - 1. \, R-14.5 383620.7 713530.6 265.0 _ \: R-15 383619.9 713027.6 260.0 R-15.5 383785.1 712512.2 265.0 R-16 383784.4 711997.0 270.0 •- �. R-17 383927.4 710889.5 270.0 R-17.5 384127.0 710398.0 270.0 R-18 384127.0 709906.7 270.0 ' • R-1&5 384326.0 709392.4 270.0 • R-19 384326.0 708878.0 270.0 BEACH R-19.5 384517.5 708372.3 270.0 R-20 384517.5 707866.6 270.0 \'COUNTY R-20.5 384728.9 707362.5 270.0 \'-PARK R-21 384728.9 706858.3 270.0 -2+00 383738.5 711947.4 172.2 - \ -1+00 383612.2 712131.9 172.2 ; \ :- 0+00 383485.8 712316.4 172.2 \ \ 1+00 383386.7 712302.7 172.2 \ \ 2+00 383287.7 712289.1 172.2 k\ AUTHORIZED 3+00 383188.6 712275.4 172.2 \ \ \ FLOODSHOAL 4+00 383089.E 712261.8 172.2 � \ 5+00 382990.5 712248.1 172.2 \DISPOSAL \ 6+00 382891.4 712234.5 172.2 • ' �- \ 7+00 382792.4 712220.8 172.2 I • ' • 8+00 382693.3 712207.2 172.2 9+00 382594.2 712193.5 172.2 - 10+00 382495.2 712179.9 172.2 I 11+00 382396.1 712166.2 172.2 12+00 382297.0 712152.6 172.2 - 13+00 382198.0 712138.9 172.2 AUTHORIZED 14+00 382098.9 712125.3 172.2 15+00 381999.9 712111.6 172.2 SOUTH BANK C3 383757.0 711998.9 165.5 DISPOSAL C4 383805.4 712011.4 165.5 C5 383853.8 712023.9 165.5 I I , `• I • C6 383902.2 712036.5 165.5WIGGINS C7 383999.1 712061.5 165.5 STATE PARP, C8 384095.9 712086.5 165.5 \ C9 384192.7 712111.6 165.5 \ C10 384289.5 712136.6 165.5 C11 384386.3 712161.7 165.5 C12 384483.1 712186.7 165.5 _ C13 384579.9 712211.7 165.5 C14 384676.8 712236.8 165.5 , C15 384773.6 712261.8 165.5 C16 384870.4 712286.8 165.5 S C17 384967.2 712311.9 165.5 . C18 385064.0 712336.9 165.5 ° \ C19 385160.8 712362.0 165.5 C20 385257.6 712387.0 165.5 . C21 385354.5 712412.0 165.5 - C22 385451.3 712437.1 165.5 C23 385548.1 712462.1 165.5 -� C24 385644.9 712487.1 165.5 -„ C25 385741.7 712512.2 165.5 C26 385838.5 712537.2 165.5 ti C27 385935.3 712562.3 165.5 C28 386032.2 712587.3 165.5 A' C29 385254.1 711810.8 255.5 !� C30 385254.1 711710.8 255.5 C31 385254.1 711610.8 255.5 r`• C32 385254.1 711510.8 255.5 ' C33 385254.1 711410.8 255.5 . C34 385254.1 711310.8 255.5 CS35 385035.7 712047.2 83.0 CN35 385229.6 712272.0 83.0 • • _ • �' CN36 385301.7 712577.0 109.0 CN37 385350.3 713147.9 113.2 1 Packet Pg. 454 1 R-13.5 2022 NORTH BEACH DISPOSAL AREA 2022-11 MH WL 2021-11 VEGETATION LINE NON �LO ��. �wt/1 wDDDDDDDDD D D D D D D O v rn +++ p+ CJ� + + + + + 0 0 C) 0 00 OO O C 0 0 00000 0 0 TEMoTE 2p22 INSET WIGGIN: PASS 3L! 4 [.� R-14.5 DREDGE TO MAX.— -9.1 NAVD 922 DREDGE AREA 7 913 DREDGE AREA UTHORIZED RANGE OF CHANNEL ALIGNMENT 2022-11 MHWL 2022 SOUTH BEACH DISPOSAL AREA 2003 BASELINE OTOGRAPH DATED DECEMBER 2022 PROPERTY COLLIER COUNTY APPRAISER'S OFFICE. WL ALONG INLET BANKS BASED ON DECEMBER 22 AERIAL IMAGE. BAREFOOT BEACH PRESERVE COUNTY PARK NORTH CHANNEL (NO DREDGE IN 2022) n C,N 0 C7 N N �'-15.5 36 NN v o0 1-3 t7 n N iN vy cn °i CN35 NNE / 022 MAIN INTERIOR CZ9 2 C3 C31 C23 TO C27 wo \ (NO DREDGE 022 SOUTH C33 IN 2022) CHANNEL �� 4 RECORD THE MHWL 17 LOCATED ALONG SOUTH SIDE OF 4 INLET TO R-17 DELNOR 18 WIGGINS STATE PARK 2020 WATER TURKEY BAY DREDGE TEMPLATE 0 300 600 SCALE: 1" = 600' 8.A.2 BACKGROUND Wiggins Pass is a natural inlet and has been open since at least 1885. Prior to 1952, the inlet was subject to periodic closures. In 1952, a south channel was dredged connecting Wiggins Pass through Water Turkey Bay to Vanderbilt Lagoon.' Recent Project history is described as follows: • 1980 - The USACOE completed the Wiggins Pass Improvements for Small Boat Navigation Study. That study recommended dredging for navigation and the establishment of a special taxing district. The recommendations of the study were never implemented as a federal project. • 1984 - Wiggins Pass was first dredged for navigation by Collier County. The dredging was based on the USACOE recommended design. The dredged material was placed on the Delnor-Wiggins State Park beach south of the inlet. • 1990, 1991, 1993, 1995 & 1998 - Maintenance dredging of Wiggins Pass was completed. Sand dredged from the channel was placed on the beach both north and south of the inlet depending on the need for sand. • 2000 - Following recommendations in the Wiggins Pass Inlet Management Study, (1995), the inlet entrance channel was widened, deepened from -8.5 feet to -13 feet referencing the National Geodetic Vertical Datum of 1929 (NGVD) west of Station 1+00, and shifted north. This work was done between March and July of 2000. Approximately 17,000 cubic yards of beach compatible material from the dredging were placed on the beach south of the inlet, and approximately 26,500 cubic yards were placed in the nearshore area north of the inlet. Approximately 53,000 cubic yards of non -beach compatible material from the modified dredging (increased dredging depth) in 2000 were deposited in a designated offshore disposal area. Based on findings in the first monitoring report, this material placed in the offshore disposal area remained very stable, and the DEP removed it from any further monitoring requirements. • 2002 - During maintenance dredging in March, approximately 57,000 cubic yards of sand were placed south of Wiggins Pass on Delnor-Wiggins State Park beach. 2002 - The Wiggins Pass area was subjected to a series of storms during the summer and fall. This resulted in shoaling within the dredged channel. In December 2002, an emergency dredging project was completed in response to requests by navigation interests. Approximately 47,000 cubic yards of beach compatible sand were dredged from the inlet channel and placed in the nearshore area close to the beach, so wave action could move it onshore, north of Wiggins Pass. • 2004 - A Feasibility Reports on Alternatives for Modifying the Maintenance Dredging to Address Erosion of Barefoot Beach was submitted in April recommending improved channel efficiency by straightening the channel. Hurricane Charley impacted the area on August 13 with landfall approximately 20 miles north of Wiggins Pass. Local boating interests reported shoaling because of the storm. This is a popular inlet for local boaters many of whom report shoaling conditions in the short-term; however, the inlet is very dynamic, and the County is not always able to conduct surveys to document changes in shoal patterns. 2005 - From January to June the pass was dredged; Approximately 49,000 cubic yards of material were placed in the nearshore area off the beach north of the inlet. The plan was modified slightly, with the channel transition from -8.5 to -13 feet NGVD depth moved west from station 1+00 to station 3+00 consistent with the recommendations in the 2004 Feasibility Report, to reduce impacts to adjacent beaches. Hurricane Katrina passed to the southwest and west of the area in August. Local boating interests reported shoaling because of the storm. 3 Strategic Beach Management Plan for the Southwest Beach Management Plan for the Southwest Gulf Coast Region, FDEP, May 2008 4 Coastal Planning and Engineering, Wiggins Pass Inlet Management Study, 1995 5 Humiston & Moore Engineers, Wiggins Pass Feasibility Phase — Alternatives for Modifying the Wiggins Pass Maintenance Dredging Permit to Address Erosion of Barefoot Beach, April 2004 7 DRAFT 8/ Packet Pg. 456 8.A.2 • 2005 - The center of Hurricane Wilma passed slightly west of the project area, with landfall approximately 30 miles south of Wiggins Pass in October. Local boating interests reported shoaling as a result of the storm. • 2007 - Maintenance dredging was conducted consistent with the recommendations in the Feasibility Study (2004) and included dredging of the interior channel east of the inlet entrance. Approximately 55,200 cubic yards of sand dredged from the inlet and interior channel were placed on the beach in Delnor-Wiggins State Park. • 2008 - Tropical Storm Fay passed to the south in August. • 2009 - In February and March the pass was dredged. Approximately 50,000 cubic yards of material were placed in the nearshore area off the beach north of the inlet. The dredge depth transition from the -9.7' to -14.2' referencing the North American Vertical Datum of 1988 (NAVD) was moved east from Station 3+00 to Station 2+00. • 2010 — In February, the Engineering Report for a Maintenance Dredging, Navigation Improvement and Erosion Reduction Project for Wiggins Pass, Florida, by CP&E was issued recommending the revised dredge template and disposal areas. • 2011 — In March, the pass was dredged (50,000 cy) with the same design as the 2009 project. 2013 — Based on the 2010 Engineering Report, the Wiggins Pass Navigation Channel Expansion and Maintenance project dredged a new alignment and filled the existing north channel meander within the flood shoal from March to July. Approximately 107,370 cubic yards (cy) of sand were dredged from the modified dredge template and placed north of the inlet on Barefoot Beach (66,065 cy) and in the channel meander (34,635 cy), while non -beach compatible sand was placed offshore (6,670 cy). • 2014 - From August 20 to 21 the first annual monitoring survey was conducted with supplemental survey data collected in December. • 2015 - The maintenance dredging project was conducted to remove approximately 13,000 cubic yards of sand from the dredge template in two locations, outside the mouth of the inlet (completed prior to the 2015 monitoring survey) and in the south channel (completed after the 2015 monitoring survey). • 2015 - From December 7 to 11 the second annual monitoring survey was conducted of the modified dredge channel. • 2016 - The City of Naples experienced a meteotsunami6 in January 2016. A graph of the observed water levels at the Naples Tide Station on January 17, 2016 documenting the meteostunami is included in Appendix B along with the storm tracks of the major storms impacting Collier County from 2004 to 2017 prior to Hurricane Ian. • 2017 — From February 9 to 21 the third annual monitoring survey was conducted. • 2017 — Hurricane Irma impacted Collier County as the eye passed over the County on September 10 as a Category 3 major hurricane. The storm track is documented in Appendix B. • 2018 — From April to July 2018 Wiggins Pass was dredged along a modified template with sand placed in the nearshore north and south of the inlet as well as on the ebb shoal. • 2018 — The Wiggins Pass — Inlet Management Plan is adopted on April 23 by FDEP. The plan discusses the need for sand bypassing to adjacent beaches, typically with sand dredged from the inlet, based on information provided by monitoring surveys and historical data. • 2018 — The post -construction monitoring survey was conducted in July. • 2020 — From January to February Wiggins Pass (21,400 cy) and the interior channel to Water Turkey Bay (26,650 cy) are dredged, placing sand north of the inlet between R-12 and R-14. • 2020 — From March to April 2020 the first annual monitoring survey is conducted for Wiggins Pass. e Meteotsunamis have characteristics similar to earthquake -generated tsunamis, but are caused by meteorological events; air pressure disturbances often associated with fast moving weather systems, such as squall lines. These disturbances can generate waves in the ocean that travel at the same speed as the overhead weather system. Development of a meteotsunami depends on several factors such as the intensity, direction, and speed of the disturbance as it travels over a water body with a depth that enhances wave magnification. NOAA 2015. (As with a tsunamis and wind generated waves, wavelength and celerity decrease as it moves into shallow water, increasing wave steepness and causing the wave to break.) 8 DRAFT 8/ Packet Pg. 457 8.A.2 • 2020 — In May, A Phase I Cultural Resource Assessment of the Delnor-Wiggins Pass State Park Beach Renourishment Project Area Collier County, Florida was published by Archaeological and Historical Conservancy, Inc and subsequently approved by the Division of Historical Resources in September. • 2020 — The post -construction seagrass monitoring survey in Water Turkey Bay was conducted in September 2020, by EarthTech Environmental. (The report was submitted to DEP in January 2021.) • 2020 — Tropical Storm Eta impacted southwest Florida in November. • 2021 - From January to February 2021 the second annual monitoring survey is conducted for Wiggins Pass. • 2022 — From January to March Wiggins Pass was dredged placing sand on the beach north and south of the inlet. • 2022 — The post -construction monitoring survey was conducted in March. • 2022 — Hurricane Ian impacted Collier County as the eye passed north of the County on September 28 as a Category 5 major hurricane. • 2022 — The post -Ian monitoring survey was conducted in November and December. DESIGN PLAN The Wiggins Pass — Inlet Management Plan quotes Section 161.142, Florida Statues to establish the objective of the Wiggins Pass Navigation Channel Expansion and Maintenance Dredging Project: "..the need for maintaining inlets to promote commercial and recreational uses of our coastal waters and their resources... replicate the natural sand which is interrupted or altered by inlets.... maximize inlet sand bypassing to ensure that beach -quality sand is placed on adjacent eroding beaches... balance the sediment budget of the inlet and adjacent beaches and extend the life of proximate beach restoration projects so that periodic nourishment is needed less frequently." The 2013 project included straightening the inlet channel, infilling the interior channel meander to the north, and maintaining the entrances to the east, north and south channels where the north/south channel crosses the east/west channel approximately 1,000 feet inside Wiggins Pass. Disposal areas for the dredged sand were modified to reduce rate of sediment loss and impacts to Barefoot Beach and Delnor-Wiggins State Park including alternate disposal areas both north and south of the inlet, and in the vicinity of the ebb shoal. The 2013 Wiggins Pass Navigation Channel Expansion and Maintenance project modified the channel alignment by filling the existing North Channel meander within the flood shoal, thereby creating a straight alignment. Approximately 107,000 cubic yards (cy) of sand were dredged from the modified dredge template and placed north of the inlet on Barefoot Beach (66,000 cy) and in the channel meander (34,600 cy), while non -beach compatible sand was placed offshore (6,700 cy).7 The 2013 dredge template and subsequent modifications to the limits of the template are shown in Figure 4. The 2015 maintenance dredging project removed a total of approximately 13,000 cubic yards of sand. The 2015 project consisted of two smaller dredge templates within the 2013 template limits (inlet and south channel) and three disposal areas (1 ebb shoal and 2 flood shoal). Coastal Planning & Engineering, Inc., 2014 Wiggins Pass Maintenance Dredging and Navigation Improvement Project Post - Construction Report, January 2014 9 DRAFT 8/ Packet Pg. 458 8.A.2 Figure 4. Wiggins Pass Dredge Templates 2013-2022 ® 2018/2022 PROJECT NO DREDGE AREA DREDGE CHANNEL 2015 PROJECT TEMPLATE (CPE) 1}�- � 9 r - LALIGNMENT LIMITS 2018 PROJECT TEMPLATE (CPE] _ _� LJ L 2015 PROJECT TEMPLATE (CPE) 2013 PROJECT TEMPLATE (CPE) TEMPLATE LEGEND �- 2013 i f 2015DELNO----- R 21118 WIGGINS 2020- STATE PARK 2022 ® 2018/2022 PROJECT NO DREDGE AREA 2022 PROJECT TEMPLATE (APTIM) DREDGE CHANNEL 2020 PROJECT TEMPLATE ALIGNMENT LIMITS 2013 PROJECT TEMPLATE (CPE) WIGGINS STATE PARK - - + •. L - r - J The 2018 project, completed in July, removed approximately 89,000 cubic yards from the dredge template and disposed of the sand in the nearshore; approximately 60% was placed north of the inlet including the ebb shoal and Barefoot Beach disposal area, and approximately 40% was placed south of the pass near Delnor-Wiggins State Park. The dredge template and disposal areas were modified again for the 2018 project. The dredge template was shifted approximately 50 feet to the north from the mouth of the inlet east to the interior channel crossing; the north nearshore disposal was reduced by moving the southern limit north to monument R-14; the ebb shoal disposal was also reduced in area and shifted southeast to plug a northward directed ebb channel of the inlet, while the limits of the south nearshore disposal area remained the same. The north channel and the main interior channel from Station C-23 east were not dredged, to avoid unsuitable material for beach disposal. Additionally, a portion of the northward shift of the main channel template outside of the inlet mouth was dredged only to -9.1 feet NAVD. The 2020 interim Wiggins Pass dredging project template ranges from Station 4+00 east to Station C-10, shifting from south to north along the main channel from Station C-4 to C-6. The interior Water Turkey Bay channel is shown in Figure 3A and 313 starting near Station C-29 at the north end, extending approximately a mile south into Water Turkey Bay. The nearshore disposal area for both the Wiggins Pass and Water Turkey Bay projects was north of the inlet from monument R-12 south to R-14, and is the same disposal area used for the 2018 project north of the inlet. Wiggins Pass was dredged from January 2 to January 18, 2020, and Water Turkey Bay was dredged from January 18 to February 14, 2020. Approximately 21,400 cubic yards were dredged from Wiggins Pass and another 26,650 cubic yards from Water Turkey Bay. 10 DRAFT 8/ Packet Pg. 459 8.A.2 The 2020 project included the interim dredging of sand from the modified Wiggins Pass template to an elevation of -7.7 NAVD with no overdepth allowance, and from the Water Turkey Bay dredge template to an elevation of -6.7 feet NAVD with an overdepth allowance of 0.5 feet'. The dredged sand was placed north of the inlet in the nearshore between monuments R-12 and R-14 below the MLW elevation of -1.7 NAVD. The 2022 project, completed in March, removed approximately 66,000 cubic yards from the dredge template and disposed of the sand on the beach; approximately 60% was placed north of the inlet from monument R-12.3 south to R-14.3, and approximately 40% was placed on the beach south of the pass from monument R-18.2 south to R-19.8 as described in the Completion and Certification Statement enclosed as Appendix C. The dredge template was shifted approximately 20 feet to the north near the mouth of the inlet; the north channel and the main interior channel from Station C-23 east were not dredged, to avoid unsuitable material for beach disposal. Additionally, a portion of the northward shift of the main channel template outside of the inlet mouth was dredged only to -9.1 feet NAVD avoiding unsuitable material. The 2022 permit modification (-019) was issued in September 2022, and subsequently a comprehensive set of plans was approved in February 2023 under permit modification (-020). The modification allows the location of future dredging to coincide with the location of the natural channel based on monitoring of the inlet at the time of the project. The dimensions of the design channel dredging will not change, rather the location of the channel will be dredged within the range shown in Figure 4. The plan also includes a zone for nearshore grading of the inlet banks and adjacent shorelines as well as sand placement along the south bank of the inlet. The fill template south of the inlet along the Gulf has been extended northward to Station R17-400 as well as southward (above the MHWL) to R-22+300. MONITORING SURVEY DATA The analysis in this monitoring report is based on data from the surveys listed below conducted for the scope of survey (or portion of) shown in Figures 3A and 313: • Monitoring survey by Sea Diversified, Inc. (SDI) dated December 2015, used to provide historical perspective for the beach profiles R-10 south to R-21. • Pre -Construction survey conducted in January 2022 by Park Coastal Surveying, LLC (Park). • Post -Construction survey conducted in February and March 2022 by Park. • Post -Ian Monitoring Survey conducted from November 2 to December 9, 2022 by APTIM Environmental and Infrastructure, LLC (APTIM).9 A copy of the certification for the post -Ian survey is provided in Appendix D-1. The inlet cross sections ranging from Station 15+00 (at the seaward or west end of the channel) east through Station -2+00 and the interior channel cross sections from Station C-3 through CN-37 are shown in Appendix D-2, while the beach profiles at DEP reference monuments R-10 through R-21 are shown in Appendix D-3. 8 If utilized, overdepth allowance is to allow for the inaccuracies in underwater excavation in which dredging equipment does not allow cost effective excavation precisely to a specific depth. It may be considered as advance dredging where the contractor removes most of the overdepth material. 9 This monitoring survey was conducted on behalf of Collier County to document the changes along the coast due to Hurricane Ian ranging from Reference Monument R-1 south to R-148 on Marco Island including Wiggins and Doctors Pass. Half monuments from R-10 to R-22, and the shoreline east of R-17 were not surveyed. 11 DRAFT 8/ Packet Pg. 460 8.A.2 The four sections of the 2022 dredge template are shown in Figure 5 with the associated monitoring station range and dredge depths not including the one -foot overdepth allowance. The Inlet Template is located in the Gulf of Mexico outside of the mouth of the pass within the station range shown; the Interior Main Channel is located inside the mouth of the pass as are both the North and South Channels, within the denoted station ranges. Figure 5: Dredge Template Sections Dredge Template Design Dredge Section Station Range Elev. (Ft-NAVD) Inlet Template 15+00 to -2+00 -12 to -8.4 Interior Main Channel -2+00 to C-27 -8.4 to -7.0 North Channel CS-35 to CN-35 -7.5 South Channel C-29 TO C-32 -7.6 to -7.0 Design dredge elevation shown does not include overdepth. ,- BAREFOOT COUNTYPRESERVE NORTHPARK INLET TEMPL;TF, t y - y yWIGGINS PASSf� ySOUTH y _ _ MAIN INTERIOR yCHANNEL ►�� ORI' CHANNELRANGE OF WIGGINS ALIGNMENT STATE PARK The volumes contained within the 2022 dredge templates were determined for the design template and between each of the stations surveyed. This was calculated utilizing the average end area method: averaging the area bounded by the survey profile and the dredge template at adjacent stations then multiplying by the distance between those stations to obtain the volume between the stations. This report shows corresponding values between those shown in both the tables and report text in slue for ease of reference. The volumes shown in the tables were rounded to the nearest value of 10, shoreline position change to the nearest whole number, and dredge elevations are shown in feet referencing the NAVD vertical datum. 12 DRAFT 8/ Packet Pg. 461 8.A.2 INLET AND INTERIOR CHANNEL Hydraulic dredging of Wiggins Pass and subsequent placement of sand in the disposal area according to the plan view shown in Figures 3A and 3B and section views in Appendix D-2 and D-3 were completed in March 2022. The pay quantity for the 2022 Wiggins Pass dredging project was approximately 66,000 cubic yards. The sand was placed on the beach north of the inlet between monuments R-12 and R-14 and south of the inlet between R-18 and R-20.10 Tables 2A through 2D show the design dredge elevation in Column 2 (C2) for the station range shown in the first column, and the dredge template volume for the March 2022 post -construction (C3) and November 2022 post -Ian (C4) surveys. The design template volume change is shown in the final column computed by simply subtracting the March and November volumes. The volumes shown in Tables 2A through 2D represent the actual volume of material within the limits of the dredge template for the March and November 2022 surveys. The available volumes for the inlet template (Stations 15+00 east to -2+00) are shown in Table 2A. There was approximately 7,500 cubic yards (7,580) of material available after the 2022 dredging project", the majority of the material was located in the mouth of the inlet from Station 01+00 to-02+00. The November 2022 post -Ian survey shows a gain of 20,000 cubic yards (19,860), mainly from Station 08+00 east to Station 00+00, evident on the inlet profiles provided in Appendix D-2. There were 27,000 cubic yards (27,200) of material available within the inlet dredge template after the November 2022 post - Ian survey. Table 2A: Inlet Dredge Template — Available Volume and Volume Change Column C2 C3 C4 Design Dredge Dredge Template Volume Station Range Depth (Cubic Yards) Elevation Post -Con Post -Ian (Ft. NAVD) 3/2022 11/2022 15+00 to 14+00 -12 0 70 14+00 to 13+00 -12 0 170 13+00 to 12+00 -12 70 310 12+00 to 11+00 -12 180 350 11+00 to 10+00 -12 230 300 10+00 to 09+00 -12 140 340 09+00 to 08+00 -12 30 810 08+00 to 07+00 -12 70 1,810 07+00 to 06+00 -12 160 3,100 06+00 to 05+00 -12 260 3,650 05+00 to 04+00 -12 280 2,920 04+00 to 03+00 -12 550 2,680 03+00 to 02+00 -12 770 2,830 02+00 to 01+00 -12 610 2,760 01+00 to 00+00 -12 1,500 2,620 00+00 to -1+00 -12.0 to -10.2 1,910 1,920 -1+00 to -2+00 -10.2 to -8.4 820 800 Total Available Volume CY : 7,580 27,200 C4-C3 Volume Change (CY) 3/2022 to 11 /2022 70 170 240 170 70 200 780 1,740 2,940 3,390 2,640 2,130 2,060 2,150 1,120 10 -20 19.860 10 Actual sand placement was from monument R-12.3 south to R-14.3, and from monument R-18.2 south to R-19.8 as described in the Completion and Certification Statement enclosed as Appendix C. 11 Rock was encountered as noted on the Completion and Certification Statement provided in Appendix C. 13 DRAFT 8/1 1 Packet Pg. 462 8.A.2 The available volumes for the interior main channel dredge template (Stations -2+00 east to C-27) are shown in Table 2B. There was approximately 200 cubic yards (220) of material available after the 2022 dredging project, no dredging occurred east of Station C-23 or in the north channel. The November 2022 post -Ian survey shows a gain of 500 cubic yards ( ), mainly in the easternmost portion of the template, evident on the inlet profiles provided in Appendix D-2. There were 700 cubic yards ( ) of material available within the main channel dredge template after the November 2022 post -Ian survey. Table 2113: Interior Main Channel Dredge Template — Available Volume and Volume Change Column C2 C3 C4 Design Dredge Template Volume Dredge (Cubic Yards) Station Range Depth Elevation Post -Con Post -Ian (Ft. NAVD) 3/2022 11/2022 -2+00 to C-03 -8.4 110 70 C-03 to C-04 -7.7 10 10 C-04 to C-05 -7.7 0 10 C-05 to C-06 -7.7 0 0 C-06 to C-07 -7.7 0 0 C-07 to C-08 -7.7 20 0 C-08 to C-09 -7.7 20 0 C-09 to C-10 -7.7 0 0 C-10 to C-11 -7.7 10 0 C-11 to C-12 -7.7 10 0 C-12 to C-13 -7.7 0 0 C-13 to C-14 -7.7 0 0 C-14 to C-15 -7.7 0 0 C-15 to C-16 -7.7 0 0 C-16 to C-17 0 0 C-17 to C-18 0 10 C-18 to C-19 0 20 C-19 to C-20 20 60 C-20 to C-21 to 20 110 C-21 to C-22 0 180 C-22 to C-23 0 270 C-23 to C-24 180 450 C-24 to C-25 320 560 C-25 to C-26 140 440 C-26 to C-27 -7.0 0 160 Total Available Volume CY There was no dredging from Station G23 to U-27 during the 2022 project. Volume Change (CY) 3/2022 to 11 /2022 -40 0 10 0 0 -20 -20 0 -10 -10 0 0 0 0 0 10 20 40 90 180 270 270 240 300 160 14 DRAFT 8/1Packet Pg. 463 8.A.2 The available volumes for the south interior channel dredge template (Main Channel south to Station C-34) are shown in Table 2C. There was no material available after the 2022 dredging project. The November 2022 post -Ian survey shows a gain of 1,400 cubic yards ( ), evident on the inlet profiles provided in Appendix D-2. Table 2C: South Interior Channel Dredge Template — Available Volume and Volume Change Column C2 C3 C4 Design Dredge Template Volume Dredge (Cubic Yards) Station Range Depth Elevation Post -Con Post -Ian (Ft. NAVD) 3/2022 11/2022 Mn. Ch. to C-29 -7.6 0 380 C-29 to C-30 -7.6 0 500 C-30 to C-31 -7.6 0 340 C-31 to C-32 -7.6 0 200 C-32 to C-33 Outside of the Dredge Template r C-33 to C-34 Total Available Volume (CY): 1,420 C4-C3 Volume Change (CY) 3/2022 to 11/2022 380 500 340 200 1,420 The available and dredged volumes for the inlet template, interior main and south channels are summarized in Table 2D. There was approximately 7,800 cubic yards ( ) of material available after the 2022 dredging project; the majority of the material was located in the mouth of the inlet from Station 01+00 to-02+00. The November 2022 post -Ian survey shows a gain of 22,000 cubic yards (21,800), mainly from Station 08+00 east to Station 00+00, evident on the inlet profiles provided in Appendix D-2. There were 29,000 cubic yards (29,360) of material available within the dredge template after the November 2022 post -Ian survey. Table 2D: Inlet and Interior Channel Dredge Template — Available Volume and Volume Change Column C2 C3 C4 Design Dredge Dredge Template Volume (Cubic Yards) Station Range Depth Elevation Post -Con Post -Ian (Ft. NAVD) 3/2022 11/2022 15+00 to -2+00 -12.0 to -8.4 7,580 27,200 -2+00 to C-23 -8.4 to -7.0 220 740 Mn. Ch. to C-32 -7.6 0 1,420 Total Available Volume (CY): 29,360 C4-C3 Volume Change (CY) 3/2022 to 11/2022 19,860 520 1,420 21,800 15 DRAFT 8/1Packet Pg. 464 8.A.2 A bathymetric contour map of the Wiggins Pass inlet, interior channel, and the adjacent nearshore area shows the results of the January 2022 pre -construction survey in Figure 6A, the March 2022 post - construction survey in Figure 6B, and the November 2022 post -Ian monitoring survey in Figure 6C. Darker shades of brown indicate higher elevations while darker shades of blue indicate greater water depths. The January 2022 map shows the 2022 dredge limits, authorized dredge limits, and the January 2022 MHWL. Figures 6B and 6C show the corresponding information for the March post -construction and November post -Ian conditions. Figure 6A shows the relatively larger ebb shoal lobe north of the inlet, smaller lobe south of the inlet, and the bar evident across the dredge template attaching the north and south lobes. Figure 6B shows the post -dredge condition including the break in the offshore bar connecting the ebb shoals north and south of the inlet. Figure 6C shows balancing of the ebb shoals north and south of the inlet, and the material gain within the dredge template between lobes. This is further exemplified by Figure 6D, a contour change map with volumetric gain shown in darker shades of brown, and loss shown in darker shades of blue, from the March 2022 to the November 2022 survey. (In order to illustrate the most significant changes, elevation changes less than one foot are not shown.) In addition to the shoaling outside the inlet mouth, Figure 6D shows shoaling in the south channel and the in the easternmost portion of the dredge template. Sand loss is evident in the interior main channel from Station C-5 to C-17 due to the scouring effect of the rise and fall of the water level due to the storm surge created by Hurricane Ian. Figure 6E shows the November 2022 contour elevations above -4.0 feet MLW, a random elevation used to expose relatively shallow areas in the channel. Shallow areas are evident at the entrance to the south channel outside of the dredge template, and to the east from Station C-23 to C-25, an area excluded from the 2022 project due to the presence of non -compatible material. 16 DRAFT 8/1 1 Packet Pg. 465 0+00 G-2$ ONm 4- Ln(.0r-wm0 (� N c-I p c-I N M Lfl l0 I- W, M, LU W Q (l-�) CIAVN NOUVADID CD o J On Z N z Y N kf�, 0 = ICD cM U LO ti ❑ 1 ' � )0 ~ Z W W 2/ ZU Q 0 f F oLU E Q 0LLA O= =U �LL QO J �Q N Z N CO O CO N p o LO C6 Of n z w >: z cn 0 �2i UY Z U)LGL,-JLU< J co O � O O J YQWwZ_ Q0U)0w aa0>= mW0w~ cD �za00z w—w1 > LL, �!0Q Q Q N z COUnofNO Z Tf � N Fz �OZ)cU w Z J co 20 W -i U)ULLW2 U= Z 0 2E UQ�C)= wTf=ter OfOU)Q� OO�dO HQ< — Q m ma~o= LU OfT¢=~ �C��dco CnO} J af< >O LLI p�=c=nQLu =a z —N (') 6 c-2$ %.AlL. 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Also included in the analysis is the December 2015 monitoring survey to provide a historical perspective. Shoreline position change is the horizontal distance between the position of the mean high water (MHW) elevation for different surveys while volumetric change compares the change in the volume of sand between surveys; by convention positive values indicate accretion, and negative values indicate erosion. The shoreline position change was measured at the MHW elevation of +0.33 feet NAVD (+1.61 feet NGVD) while the offshore limits used for the volumetric analysis, shown in Table 3, are based on the intersection of the November 2022 profile and the -11.3 feet NAVD (-10.0 feet NGVD) depth of closure13 used in previous Collier County monitoring reports. Alterations in those limits were made as appropriate to account for temporary conditions such as movement of the nearshore bar. The upland limit for volumetric analysis was determined by the extent of the data collection for each of the surveys with the intent to ensure profile closure. These limits are shown graphically on the beach profiles in Appendix D-3. The volumetric change was computed utilizing the average end area method and the distances shown in Table 3. Those distances are between the associated DEP reference monument profiles. The volume change is therefore the change in sand volume computed for the space between adjacent monuments. Table 3 also designates the monitoring section limits used in this report (North of the inlet — Barefoot Beach Preserve County Park and south of the inlet — Delnor Wiggins State Park) by grouping the DEP reference monuments. Volumetric computations become more difficult at the end of interior coastal cells bordered by dynamic inlets. There are significant changes along the inlet shoals and bordering shoreline of a highly dynamic nature, not fully accounted for in the volumetric change analysis. 12 Intermediate monuments were not included in the scope of the county -wide November 2022 survey. 13 Depth of closure (DOC) in coastal engineering terminology means the depth beyond which no change in bottom elevation is seen from normal coastal processes measured by monitoring survey. The DOC of -11.3 feet NAVD was established as a baseline criteria by Collier County and CPE as part of the monitoring guidelines for Collier County Beaches. 22 DRAFT 8/ Packet Pg. 471 8.A.2 Table 3. Profile Information for Beach Volume Change Analysis DEP Reference Monument ID Distance to Adjacent Monument to the South (Feet) Volume Change Volume Change (Upland Limit) (Offshore Limit) Distance to Distance to Monument Monument (Feet) (Feet) Section of Monitoring Area R-10 488 75 650 R-10.5 487 260 800 R-11 502 0 700 U R-11.5 501 185 800 m R-12 486 5 700 L m R-12.5 485 300 960 ( Y R-13 486 145 800 c`v R-13.5 486 210 950 R-14 503 5 900 c� m R-14.5 503 200 1,000 0 R-15 515 0 1,000 2 R-15.5 515 100 1,300 m R-16 Pass -50 1,200 R-17 491 0 1,400 R-17.5 491 200 700 a� c"Jo R-18 514 0 500 U R-18.5 514 150 900 c M R-19 506 45 800 0) m R-19.5 506 160 600 L R-20 504 0 600 0 a- R-20.5 504 150 600 c a� R-21 - 0 500 Distance to adjacent monument is a shore parallel distance while the upland and offshore limit distance is shore perpendicular. Tables 4A and 4B compare shoreline position and volume change for DEP reference monument beach profiles R-10 south to R-21 for the January, March and November 2022 surveys including a comparison to the December 2015 survey to provide historical baseline perspective. The monuments shaded in gray show the north/south limits of the 2022 authorized disposal area including north beach disposal area located from R-12 south to R-14, the south beach disposal area ranging from R-18 south to R-20. In order to balance the comparison in the highly dynamic area immediately north and south of the inlet, a span of four monuments on either side of the inlet were analyzed for shoreline and volume change. Furthermore, the highly dynamic shoreline change adjacent to the inlet will be excluded from the broader beach comparisons to avoid skewing results due to large variations in shoreline change distance immediately adjacent to the inlet. Volumetric changes consider the measured variation along the profile within the limits shown in Table 3 and may include changes other than those within the disposal area limits incorporating sand migrating during or after construction. 23 DRAFT 8/ Packet Pg. 472 8.A.2 Table 4A. Beach Shoreline Position Change (R-10 to R-21) Dec. 2015 to Jan. 2022 to Mar. 2022 to Dec. 2015 to Jan.2022 Mar. 2022 Nov.2022 Nov.2022 Monument Monitor to Post Pre to Post Post to Monitor(Monitoring) (Feet) R-10 -13 1 -3 -15 R-10.5 -12 -3 -14 R-11 -16 2 -6t-5 2 -13 R-11.5 -16 R-12 -19 12 2 -6 R-12.5 0 29 R-13 3 43 44 -9 38 R-13.5 -24 71 g R-14 -42 59 3 20 R-14.5 -41 15 R-15 -7 0 -8 -14 R-15.5 26 10 R-16 63 75 -88 50 R-17 -95 -8 -3 -106 -5 R-17.5 -63 -2 R-18 -6 7 7 8 R-18.5 23 45 R-19 33 39 -19 64 R-19.5 24 151 48 32 R-20 8 44 -5 47 R-20.5 5 12 R-21 -1 9 3 10 Range 0 Average Shoreline Change (Feet) R-10 to R-15 -17 20 -2 2 R-18 to R-21 12 31 -4 32 Gray shading indicates beach profile located within the limits of the authorized 2022 disposal area. During the pre to post -construction period from January to March 2022, the disposal areas north and south of the pass show a gain of approximately 40 feet (43, 39) in average width and 16,000 cubic yards (16,530, 16,230) in volume. 14 The beach north of each disposal area shows losses in average width (-6,-5) and volume (-10,040,-3,890); the majority of volumetric losses was from the nearshore evident in the beach profiles provided in Appendix D-3. During the post -construction period from March to November 2022 there was relatively minor loss in average beach width, 2 feet (-2) north of the pass from R-10 to R-15, and 4 feet (4) south of the pass from R-18 to R-21, but associated gain in volume 27,000 cubic yards (26,950) to the north, and 34,000 (33,730) to the south. The only reach showing volumetric loss was the beach north and adjacent to the pass from R-14 to R-15 (-1,370). Additionally R-16, the transect normally representing the ebb shoal disposal area (not utilized for the 2022 project), lost almost 90 feet (-88) in width. However, the nearshore showed significant gain accounting for much of the upland loss from Hurricane Ian. The transect immediately adjacent and south of the inlet, R-17 captured a portion of the enlarged shoal south of the inlet showing a gain of almost 40,000 cubic yards (38,690). Much of the volumetric gain in the post -construction period is due to changes in the nearshore offsetting the significant upland losses, evident on the beach profiles provided in Appendix D-3, due to Hurricane Ian. Changes adjacent to the inlet at monuments R-16 and R-1 Tare located in a highly dynamic area. 14 The limits of the disposal area were simplified for clarity. The actual disposal area has slightly different extents as described in the Completion Statement provided in Appendix C. Volumes shown are estimates calculated between reference monuments and may not accurately depict the volume disposed during construction. 24 DRAFT 8/ Packet Pg. 473 8.A.2 Table 4B. Beach Volume Change (R-10 to R-21) Dec. 2015 to Jan. 2022 to Mar. 2022 to Dec. 2015 to Jan. 2022 Mar. 2022 Nov. 2022 Nov. 2022 Monument Range (Monitor to Post) (Pre to Post Post to Monitor (Monitoring) (CY) R-10 to R-10.5 -4,700 c -2,430 13,190 -580 R-10.5 to R-11 -4,680 c -2,250 R-11 to R-11.5 -4,840 c r -2,830 9,960 N -1,890 R-11.5 to R-12 -4,160 -2,530 R-12 to R-12.5 -420 c 50 4,280 5,430 R-12.5 to R-13 2,790 ,LO 2,220 c R-13 to R-13.5 1,380 �_ 5,290 890 7,030 R-13.5 to R-14 -5,200 + 8,970 R-14 to R-14.5 -11,330 6,030 -1,370 6,240 R-14.5 to R-15 -1,740 70 R-15 to R-15.5 20,920 1,690 1,330 29,120 R-15.5 to R-16 27,590 1,310 R-16 to R-17 Wiggins Pass R-17 to R-17.5 -29,830 3,630 38,690 -15,680 R-17.5 to R-18 -9,220 -3,890 -260 R-18 to R-18.5 1,330 c 1,850 12,060 22,020 R-18.5 to R-19 7,080 N 4,420 N R-19 to R-19.5 8,010 ( 4,800 12,220 , 33,780 R-19.5 to R-20 5,360 + 5,160 R-20 to R-20.5 3,950 1,600 9,450 19,920 R-20.5 to R-21 1,530 830 Monument Range Total Volume Change (Cubic Yards) North of Pass (R-10 to R-15) -32,900 12,590 26,950 16,230 South of Pass R-18 to R-21 27,260 18,660 33,730 75,720 Gray shading indicates beach profile located within the limits of the authorized 2022 disposal area. A historical perspective provided by using the 2015 survey and a span of four monuments on either side of the inlet, excluding the shoreline change adjacent to the inlet at R-16 and R-17, shows relatively larger shoreline gain south of the inlet. The beach north of the inlet from R-12 to R-15 gained an average of 9 foot (9) since 2015 (with relatively significant gain (50) feet adjacent to the inlet at R-15.5 and R-16). The beach south of the inlet from R-18 to R-21 shows an average gain of 32 feet (32) during the same time period (with relatively significant loss (-106 ft.,-15,680 cy) adjacent to the inlet from R-17 to R-17.5). This is also a period of time in which the ebb shoal formation changed in shape from a southeast alignment toward a northeast alignment resulting in dynamic nearshore changes both north and south of the inlet. The volumetric gain on the north side of the inlet (18,700) from R-12 to R-15 is approximately one-fourth the gain (75,720) from R-18 to R-21, slightly less than the disposal ratio consistent with the Wiggins Pass Inlet Management Plan bypassing target of 2/3 volume north and 1/3 south of the inlet. The northernmost reach in the monitoring area from R-10 to R-12, north of the north disposal area, lost an average 14 feet (-14) in width and 2,500 cubic yards (-2,470) of sand since 2015. In general, while the upland dune areas adjacent to the inlet experienced significant losses during Hurricane Ian, the nearshore areas north and south of the inlet experience significant gain. This accounts for the broader beach area shown six months later on both sides of the inlet in the oblique aerials provided in this report. 25 DRAFT 8/ Packet Pg. 474 8.A.2 In order to compare beach widths north and south of the inlet the Baseline, established in 2003, was used for the landward extent of the beach south of the inlet. The northern terminus of the 2003 baseline is at monument R-17; therefore, the landward extent of the beach north of the inlet was determined by the vegetation line recorded on the December 2022 rectified aerial image provided by Collier County. These beach widths, the distance from the Baseline or Vegetation line to the MHWL, are compared in Table 5 showing the relative width in December 2015, January 2022, March 2022 and November 2022. Widths near the inlet vary widely from over 100 feet (127) seaward of the vegetation line at monument R-16 to over 100 feet (-112) landward the Baseline at R-17. These dynamic widths were excluded from the averages shown at the bottom of Table 5, ranging from R-10 to R-15 to the north, and from R-18 to R-21 to the south. The November 2022 post -Ian average width both north and south of the inlet are slightly lower than the corresponding pre -storm width, and above the Design Beach Standard of 100 feet for Vanderbilt Beach located immediate to the south, with an average width of 156 and 108 feet north and south of the pass, respectively. With the exception of monument R-17 immediately south of the inlet the lowest width in the monitoring area is immediately south at R-18 at 77 feet (77). Table 5. Beach Width 2015 to 2022 (R-10 to R-21) Reference Beach Width in Feet Based on 11/2022 Vegetation Line Monument (R10 to R-16) and 2003 Baseline (R17 to R21) Historical Pre -Con Post -Con Monitoring 2015 1 /2022 3/2022 11 /2022 R-10 97 163 164 161 R-10.5 96 142 138 - R-11 99 154 156 158 R-11.5 97 154 148 - R-12 111 137 150 151 R-12.5 110 186 216 - R-13 116 153 197 188 R-13.5 122 123 194 - R-14 118 97 156 158 R-14.5 95 127 142 - R-15 87 131 131 124 R-15.5 72 147 156 - R-16 -31 141 216 127 R-17 -6 86 -108 -112 R-17.5 68 248 4 - R-18 70 164 70 77 R-18.5 69 267 137 - R-19 79 161 162 143 R-19.5 76 243 148 - R-20 71 123 122 118 R-20.5 76 234 92 - R-21 83 132 91 93 Average R-10 to R-15 104 142 163 156 R-18 to R-21 75 189 117 108 R-10 to R-21 81 160 131 115 Gray shading indicates beach profile located within the limits of the authorized 2022 disposal area. 26 DRAFT 8/ Packet Pg. 475 8.A.2 The MHWL location for each of the surveys: December 2015, January 2022, March 2022, and November 2022 is shown in plan view overlaid on a December 2022 rectified aerial image, acquired after the passing of Hurricane Ian, are shown in Figures 7A and 7113 along with the 2022 vegetation line north of the inlet and the 2003 Baseline south of the inlet. In Figure 7A, the 2022 disposal area equilibration is evident from R-12 south to R-14 as well as the narrowing of the beach from R-15.5 to R-16 as sand placed near the ebb shoal disposal area in 2018 equilibrates. Figure 7113 shows changes north and south of the inlet mouth, general recession of the beach near R-17, and the equilibration of the fill placed from R-18 south to R-20 in early 2022. Figures 7C and 7D focus on the inlet showing the same MHWL locations overlaid on a January 2016, and December 2022 aerial. 27 DRAFT 8/ Packet Pg. 476 LEGEND - SHORELINE POSITION i 1212015 MONITORING (SDI) 1 01/2022 PRE -CONSTRUCTION SURVEY (PARK) 03/2022 POST -CONSTRUCTION SURVEY (PARK) 11/2022 POST-IAN SURVEY (APTIM) ---1212022 POST-IAN VEGETATION LINE (AERIAL) 1 HUMIST(7N 1 �:� M[H)RE FN(NNIBER \ COASTAL \ r7 Amn ENGINEERING DESIGN \ • + u 8.A.2 FIGURE 7A SHORELINE POSITION R-16 TO R-21 BASED ON MHW ELEVATION (+0.33 NAVD) 1 W r d 1. <4 1. • � fl cn 1 fC I d 1 U 1., U 1 1 \ } N 1' 1 - r 1 f \ Q; 1 O \ ~ r_ \� E cu _ � V DRAFT 8/ \ Packet Pg. 477 8.A.2 lk �3 r \ t \ 1 _ '\ ti \ \ \ � r \ \ \ ki GULF • \ MEXICO \ \ \ \ \ \ \ _ s HUMISTON & MOORE ENGINEERS COASTAL ENGINEERING DESIGN 1 F. +► FIGURE 713 SHORELINE POSITION �? R-16 TO R-21 %k,BASED ON MHW ELEVATIOP (+0.33 NAVD) ► S 1 1 ti• 1 " 1 . 1 1 r- , ► r. 1 1 , rF,3 1 1 1 1 ¢ � 1 1 1 1 1 1 . • , 4 1 ► Z. 1 ► 1 1 ► 1 ► ;•1 ► 1 1 \ ► 1 1 1 �y LEGEND — SHORELINE POSITION , �+ 1212015 MONITORING (SDI) —0112022 PRE —CONSTRUCTION SURVEY (PARK) 1 0312022 POST —CONSTRUCTION SURVEY (PARK) ; t �• 1112022 POST—IAN SURVEY (APTIM�RAFT 8/ ---2003 BASELINE Packet Pg. 478 1� 1 SHORELINE POSITION 2015-2022 ti R-16 TO R-17 BAREFOOT BASED ON MHW ELEVATION BEACH PRESERVE +0.33 NA VD) COUNTY PARK at WIGGINS PASS ❑Ef.NOR WIGGIN$ STATE PARK scuei i` r son• DATE OF PNOTO% PW iANWR/ Nla PNDT,1MW PROPER" OF COLLIR COWfV ARMWEV S OFFICE. PnST-Our i SHORELINE POSITION 2015-2022 i R-16 TO R-17 %BAREFOOT BASED ON MHW ELEVATION I '+ REACH PRESERVE l r+0.33 NAVp • COUNTY PARK 4. (NCR GGINS ;TATE DARK o ss1 3w OAre L PNOTOORWN: DMUUeR n72 pwmGR4P1+ RAOPCR7 ar COWER COUNTY AMMSERT OFFJCE. .. 121MM NONRRRfNG (M) +�--�aTIMP PRE -CON` UCR SIIR (PARK) v3 2= my -CO muctK svm1 (PARK): FT/Mn PnST-LW SVRYEI• (APRlIJ 8.A.2 AERIAL IMAGES The 2023 rectified aerial image files required under the monitoring plan and provided by the Collier County Property Appraiser's Office, in Mr. Sid format referenced to the NAD83 datum in feet Florida East Zone, were submitted to the Department on March 31, 2023. ENVIRONMENTAL The permittee has reviewed the specific Reasonable and Prudent Measures (RPMs) and Terms and Conditions in the Revised Statewide Programmatic Biological Opinion (SPBO) dated 13 March 2015 and the Piping Plover Programmatic Biological Opinion (3PBO) dated 22 May 2013, and agreed to follow the measures included to minimize impacts to nesting sea turtles and the piping plover. Collier County (permittee) is currently conducting the annual sea turtle nesting monitoring program headed by Maura Kraus (Mau raKraus(a)colIiergovfl.net) and the shorebird monitoring program headed by Christopher D'Arco(ChristopherDarco(c)colliergovfl.net). Shorebird monitoring was not required for the 2020 dredging project because the work was conducted offshore. The programs include the following: • Sea turtle nesting monitoring is an ongoing program with the County including escarpment surveys. • Shorebird monitoring will be conducted by the County annually including breeding and non - breeding birds, piping plovers and red knots. Annual shorebird data reports for the County are typically filed prior to the following season beginning February 151" • Compaction testing and subsequent tilling is conducted by the County. • Results of the surveys are submitted to the appropriate agencies. • Educational material including signage, flyers, kiosks, etc. are continually reviewed and improved in part by County staff. • Pre -construction meetings are held prior to the start of any project. Shorebird and sea turtle monitoring procedures and protocol during construction are discussed and implemented accordingly. • In 2013 the County adopted and implemented a hardbottom biological monitoring plan (modified in 2018) including annual reporting and agency submittal. • The County continues to make every effort to maintain compliance with the conditions of the SPBO and the P2130, and the conditions of the associated Corps and DEP permits. Sea turtle monitoring reports, lighting guidelines, and Fish and Wildlife Conservation Commission Codes and Technical Reports are posted on the County website: http://www.coll iergov. net/your-government/divisions-f-r/parks-and-recreation/sea-turtle- protection/publications-reports The Collier County Coastal Zone Management provides information to the public on a wide variety of coastal programs and projects: http://www.colIiergov.net/your-government/divisions-a-e/coastal-zone-management And information on protected species: http://www.colliergov.net/your-government/divisions-a-e/environmental-services/protected-species The 2022 project was constructed from January to March 2022. There were no impacts to seagrass, hardbottom reef habitat, historical items, archeological materials, cultural resources, shorebirds or manatees. The completion documents provided in Appendix C were submitted to the DEP on June 7, 2022. 31 DRAFT 8/ Packet Pg. 480 8.A.2 CONCLUSIONS AND RECOMMENDATIONS The dredge template was modified for the 2022 project, shifting 20 feet to the north near the mouth of the inlet. Sand was placed on the beach, north and south of the inlet from R-12.3 to R14.3, and from R-18.2 to R-19.8 as described in the completion document provided in Appendix C. Hurricane Ian passed north of Collier County on September 28, 2022 causing high storm surge and impact to County beaches and inlets. The high storm surge and subsequent declining surge levels have resulted in significant morphologic changes including flattening of the beach and dune areas, as well as reconfiguration of the inlet. These impacts were documented by the November 2022 monitoring survey. There are currently approximately 30,000 cubic yards (29,360) available for dredging within the 2022 dredge template limits as shown in Table 2D. The majority of the volumetric gain, since the 2022 project was completed, is located from Station 8+00 east to Station 00+00 as shown on the inlet profiles provided in Appendix D-2, and shown in Table 2A. Station 6+00 in Appendix D-2 shows the November 2022 post -Ian survey nearing the February 2021 pre -construction condition within the dredge template limits. Other areas showing decreased water depths include Station C-29, located at the entrance to the south channel, and from Station C-24 east to Station C-26 located in an area not dredged in 2022 due to the presence of non -compatible material. Contour maps summarizing the condition of the inlet and adjacent shoals, specifically Figures 6C and 6E, showing the November 2022 contours and elevations above -4 feet MLW, indicate the location of the inlet alignment bordered by the north and south segments of the ebb shoal. Sand was placed both north and south of the inlet during the 2022 project. Generally, the average shoreline change north of the inlet was less than the change south of the inlet as the reach from R-10 to R-12 has lost beach width and volume since the 2015 survey. The volumetric changes from 2015 to 2022 indicate a gain both north and south of the inlet, with four times the gain to the south supporting the continuance of the Wiggins Pass Inlet Management Plan bypassing of 2/3 volume north and 1/3 south of the inlet. 32 DRAFT 8/ Packet Pg. 481 8.A.2 The volumetric change rate was calculated for cells spanning from R-10 south to R-21 along the beach by grouping monuments based on the location in reference to the nearshore disposal areas north and south of the pass, and the Wiggins Pass dredge template location for the time period between the December 2015 and November 2022 surveys. The volumetric change rate for each cell is shown in the last column of Table 6, and is derived from the second column showing the total volume change extracted directly from Table 513 over a span of just over 7 years. These volumetric change rates along with the change rates for the dredging and subsequent sand placement are shown graphically in Figure 8. Approximately 19,000 cubic yards per year of sand has been placed in the north disposal area with sand dredged from both Wiggins Pass and Water Turkey Bay from 2015 to 2022 as well as another 3,000 cubic yards per year in the vicinity of the ebb shoal, and approximately 9,000 cubic yards per year have been placed to the south of the inlet.15 Table 6. Volumetric Change Rate R-10 to R-21 Dec. 2015 to Dec. 2015 to Monument Range Nov. 2022* Nov. 2022 (CY) (CY/Year) R-10 to R-10.5 -580 R-10.5 to R-11 - -400 R-11 to R-11.5 -1,890 R-11.5 to R-12 - R-12 to R-12.5 5,430 R-12.5 to R-13 - 1,800 R-13 to R-13.5 7,030 R-13.5 to R-14 - R-14 to R-14.5 6,240 R-14.5 to R-15 - R-15 to R-15.5 29,120 5,100 R-15.5 to R-16 - Wiggins Pass R-17 to R-17.5 -15,680 _2,200 R-17.5 to R-18 - R-18 to R-18.5 22,020 R-18.5 to R-19 - 8,000 R-19 to R-19.5 33,780 R-19.5 to R-20 - R-20 to R-20.5 19,920 R-20.5 to R-21 - 2,800 Gray shading indicates beach profile located within the limits of the authorized 2022 disposal area. Both the north and south nearshore disposal areas show volumetric gain: 1,800 and 8,000 cubic yards per year for this time period as well as the cells immediately adjacent to the south (5,100 and 2,800). It should be noted the gain in the cell immediately north of the pass is in part due to sand placed near the ebb shoal during the 2015 and 2018 projects. Two cells showing volumetric loss (400 and-2,200) are located north of the nearshore disposal areas (from R-12 to R-14 and R-18 to R-20) indicating a southerly net sand transport in this area for this period of time. 11 Based on information provided in Table 8 and the volume dredged from WTB in 2020. 33 DRAFT 8/ Packet Pg. 482 NE GULF OF MEXI CO WIGGINS PASS LEGEND: DREDGE AND FILL QUANTITY NOTES: 1. VOLUME CHANGE RATE VALUES SHOWN IN 1,000 CY/YEAR. 2. SAND PLACED NORTH OF THE PASS INCLUDES SAND PLACED NEAR THE EBB SHOAL IN 2015 AND 2018 AS WELL AS SAND IN THE NEARSHORE FROM R-12 TO R-14 IN 2018 AND 2020; SAND WAS PLACED ON THE BEACH IN 2022 FROM R-12 TO R-14. 3. SAND DREDGED FROM WATER TURKEY BAY IN 2020 WAS PLACED IN THE NEARSHORE BETWEEN R-12 AND R-14. 4. SAND PLACED SOUTH OF THE PASS IN 2018 FROM R-18 TO R-20 WAS IN THE NEARSHORE; SAND WAS PLACED ON THE BEACH IN 2022 FROM R-18 TO R-20. 5. SAND DREDGED AND PLACED IN THE MEANDER LOCATED NORTH OF THE MAIN CHANNEL IN 2015 AND 2018 NOT SHOWN FOR CLARITY. .P-12.5 R-13 iR-13.5 14 R-14.5 R-15 BAREFOOT BEACH PRESERVE COUNTY PARK DELNOR WIGGINS STATE PA) 20.5 21 600 120. ITSCALE: 1" _ 8.A.2 In an effort to document the construction history for Wiggins Pass, Table 7 shows contractor information for the 11 dredging projects in the last 20 years, conducted from 2002 to 2022, including the equipment used, approximate quantity of sand dredged, and months required to complete the work. Table 7. Wiggins Pass Dredging Project Contractor Information 2002-2022 Project Year Contractor Equipment Quantity Dredged (CY) Time Required (Months 2002 Lake Michigan Contractors 16" Ellicott 770 60K 1 2002 Lake Michigan Contractors 16" Ellicott 770 40K 2 2005 Snyder Industries Inc. 12" Ellicott 370 50K 4 2007 Subaqueous Services, LLC 16" Ellicott 55K 1 2009 Subaqueous Services, LLC 16" Ellicott 50K 2 2011 Southwind Construction Corporation 14" Ellicott 50K 1 2013 Orion Marine Construction 14" Ellicott (2) 100K 4 2015 Quality Enterprises Excavator/Barge 10K 5 2018 Ferreira Construction 18"x18" Ellicott 1270 90K 3 2020 Florida Dredge & Dock LLC 14" Ellicott * 50K 2 2022 Waterfront Property Services, LLC Gator 18" Ellicott 70K 2 *Incudes Water Turkey Bay IFIRMAWMA - i:� ,;r-1-. '%-- - _�,. v 'r a+r,.- � . �. � {� , �•..: Rr. OFF• - 35 DRAFT 8/ Packet Pg. 484 8.A.2 Table 8 shows the location of the placement of sand for dredging projects since 1984. Of the approximately 900,000 (895,805) cubic yards of sand dredged from the pass since 1984, 54% (447,705+39,000/895,805) of the sand was placed north of the inlet, approximately 32% (251,660+37,000/895,805) of the sand was placed south of the inlet in both the nearshore zone and on the beach while the balance was placed near the ebb shoal or in the north channel meander. This disposal north/south disposal ratio is reasonably consistent with the Wiggins Pass Inlet Management Plan bypassing target of 2/3 volume north and 1/3 south of the inlet. Table 8. Wiggins Pass Dredging Project Volumes 1984-2022 ear 1990 1991 1993 1995 1995 1998 2000 2000 2000 2002 2002 2002 2005 2007 2007 2009 2011 2013 2013 2015 2018 Maintenance (Inlet) Maintenance (Inlet) Maintenance (Inlet) Maintenance (Inlet) Maintenance (Inlet) Maintenance (Inlet) Maintenance (Inlet) Modified (Inlet) Modified (Inlet) Modified (Inlet) Maintenance (Inlet) Maintenance (Channel) Emergency (Inlet) Maintenance (Inlet) Maintenance (Inlet) Maintenance (Channel) Maintenance (Inlet) Maintenance (Inlet) Modified (Inlet) Modified (Inlet) Maintenance (S. Chan.) Maintenance (Inlet) aiffihi0E-�u 2020 9A6%ANA= Maintenance (Inlet) 2022 Maintenance (Inlet) 2022 Maintenance (Inlet) a Area No Data (North of Inlet assumed to be nearshore and south of inlet beach disposal) Nearshore Beach Offshore Beach (March) Beach (March) Nearshore (December) Nearshore Beach Nearshore Nearshore Nearshore Nearshore Channel Meander Channel Meander Nearshore Sand Placement Approximate Location South of Inlet R-13 to R-14 R-13.3 to R-15 South of Inlet North of Inlet South of Inlet R-12.5 to R-13.5 North of Inlet South of Inlet South of Clam Pass R-18 to R-19.5 R-18 to R-19.5 R-11 to R-14 R-11 to R-14 R-18 to R-19.5 R-11 to R-14 R-11 to R-14 R-11 to R-14 R-12 to Inlet Inlet Inlet R-12 to R-14 Nearshore R-12 to R-14 Beach R-12 to R-14 Beach R-18 to R-20 North of the Pass on the Beach: North of the Pass in the Nearshore: Channel Meander: AL Ebb Shoah Offshore: South of the Pass on the Beach: Grand Total: me 52,400 33,000 34,000 34,000 16,500 16,500 11,980 26,460 16,960 53,170 53,000 4,400 41,000 49,000 48,400 6,800 47,500 50,000 66,065 34,600 3,000 44,000 21,400 39,000 26,000 447,705 37.600 53,170 251,660 37.000 No dredging is recommended at this time. Monitoring of Wiggins Pass and the adjacent beaches will continue to be conducted according to the approved plan provided in Appendix A. 36 DRAFT 8/ Packet Pg. 485 8.A.2 REFERENCES APTIM, As -Built Certification by Professional Engineer, January 2023 APTIM, November -December 2022 Post -Ian Survey, 2022 Archaeological and Historical Conservancy, Inc, A Phase I Cultural Resource Assessment of the Delnor- Wiggins Pass State Park Beach Renourishment Project Area Collier County, Florida, May 2020 Atkins, Wiggins Pass 2014 1-Year Post Construction Engineering Monitoring Report, April 2015 Coastal Planning & Engineering, Wiggins Pass Inlet Management Study, 1995 Coastal Planning & Engineering, Inc., North County Passes: Wiggins, Doctors, and Clam Passes 2010 Engineering Monitoring Report, October 2010 Coastal Planning & Engineering, Inc., 2011 Wiggins Pass Maintenance Dredging Post Construction Report, June 2011 Coastal Planning & Engineering, Inc., Engineering Report of an Inlet Management Study in Support of Maintenance Dredging, Navigation Improvement and Erosion Reduction Project for Wiggins Pass, Florida, January 2012 Coastal Planning & Engineering, Inc., 2014 Wiggins Pass Maintenance Dredging and Navigation Improvement Project Post -Construction Report, January 2014 Division of Water Resource Management FDEP, Wiggins Pass — Inlet Management Plan, April 2018. EarthTech Environmental, Wiggins Pass and Water Turkey Bay Channel Maintenance Dredging Project Post -Construction Seagrass Monitoring Report, November 17, 2020 Florida Department of Environmental Protection, Division of Water Resource Management, Wiggins Pass — Inlet Management Plan, April 2018 Florida Department of Environmental Protection, Wiggins Pass Navigation Channel Expansion and Maintenance, Permit 0142538-017-JC (and associated permit plans), July 23, 2018 Humiston & Moore Engineers, Alternatives for Modifying the Wiggins Pass Maintenance Dredging Permit to Address Erosion of Barefoot Beach, April 2004 Humiston & Moore Engineers, Wiggins Pass Navigation Channel Expansion and Maintenance Dredging Project 2021 Post Construction Monitoring Summary, April 2021 Park Coastal Surveying, LLC, January and March 2022 Surveys, 2022 US Army Corps of Engineers, Department of the Army Permit SAJ-2004-07621 (IP-MJW), 2013 37 DRAFT 8/ Packet Pg. 486 8.A.2 APPENDIX A APPROVED MONITORING PLAN MARCH 9, 2018 M N O N T- r L d E Q d t+ E E O U O y Q R fA Cu O U cn N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 487 8.A.2 APPROVED 4Beaches Physical Monitoring Plan Permit#: 0142538-016-JN Approved: March 9 2018 inlets and Ports Program Wiggins Pass Navigation Channel Expansion and Maintenance Physical Monitoring Plan Permit Number: 0142538-008-JC Original: June 2012 Revised: March 2018 Packet Pg. 488 8.A.2 Wiggins Pass Navigation Channel Expansion and Maintenance Physical Monitoring Plan Permit Number: 0142538-008-JC "-' APPROVED Physical Monitoring Plan Original: June 2012 Permit#:0142538-016-JN Approved: March 9,205 Revised: March 2018 „t�` eaches Inlets and Ports Program A plan to monitor the performance of the channel dredging, to identify potential erosion and accretion patterns along the adjacent shoreline, to verify the analyses that were conducted in the development of the design of the project, and to identify any adverse impacts, which would be attributable to the project authorized by this permit is summarized in this document. The monitoring will also be used to support future permitting of the project. The channel cross -sections to be surveyed are depicted in Figure 1 and coordinates are listed in Sheet 2 of the permit sketches. The control required to survey the channel and adjacent shorelines is summarized with the annual survey and physical monitoring reports. The surveys will be conducted annually during the month that construction was completed in the most recent dredging event or the anniversary of the post -construction survey, whichever is later. The survey and engineering monitoring reports will be completed within 90 days after completion of the topographic and hydrographic surveys. The monitoring plan is subject to modification at the direction of the department (FDEP) should shoreline conditions change. 1, The topographic and hydrographic monitoring program shall include the following: a. Beach and offshore profile surveys shall be conducted within 90 days prior to project commencement, within 60 days following completion of the project, and annually thereafter until the next maintenance dredging. The monitoring surveys shall be conducted in January/February each year. If the time period between the immediate post -construction survey and the first annual monitoring survey is less than six months, a postponement of the first monitoring survey until the following January/February may be requested. The request should be submitted as part of the cover letter for the post -construction report. A prior design or monitoring survey of the beach and offshore may be submitted for the pre -construction survey if consistent with the other requirements of this condition. A waiver may be requested for conducting an annual monitoring survey after previous monitoring surveys have demonstrated inlet and shoreline stability, and navigation reports and site inspections indicate no significant channel shoaling or shoreline erosion since the previous monitoring survey. Profiles shall be surveyed at DEP reference monuments R-10 through R-21. Additional profile lines shall be surveyed at intermediate locations approximately midway between reference monuments to accurately identify patterns and volumes of erosion and accretion within this subarea. Their specific location will be selected with the first survey conducted with this plan and then repeated for the duration of monitoring. The profile alignments will be identical to the azimuths previously established for each monument, located in Appendix A. All beach profiles shall Packet Pg. 489 8.A.2 extend from the monument at least 2,000 feet seaward or out to the depth of closure whichever is greater. In all other aspects, work and activities shall be consistent with the Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects, Sections 01000 and 01100. b. Bathymetric surveys of the Wiggins Pass navigation channel and adjacent areas shall be conducted within 90 days prior to project commencement, within 60 days following completion of the project, and annually thereafter until the next maintenance dredging at Stations -2+00 to +15+00 and C-3 to C-35. The profiles and stations are shown on the permit sketches and in Figure 1 above. The bathymetric surveys shall extend a minimum of 100 feet beyond the boundaries of the entire ebb shoal complex (R-15 to R-18.5). The cross -sections shall cover as a minimum the dredge and fill limits from the initial project. The monitoring survey shall be conducted as close as possible during that same month of the year. Post - construction monitoring surveys will be decreased for future maintenance dredging to only cross -sections that were dredged plus three (3) additional cross -sections along the east -west axis. In all other aspects, work and activities shall be consistent with the BBCS Monitoring Standards for Beach Erosion Control Projects, Section 01200. c. Specific attention will be paid to assessing the performance of the Wiggins Pass Gulf shoreline north of R-17 and along the inlet interior using historic and recent aerial photographs. The assessment will be included in Item 5 below. A MHW survey will extend from R-17 approximately 1,500 feet north and east along the sandy shoreline. 2. Controlled Aerial Photography Controlled aerial photographs shall be provided by the County from any of their departments or by contracting with a firm to fly them to FDEP standards. Aerial photography will be provided concurrently with the post -construction survey and each monitoring survey. The aerial photography shall be done as close to the date of the beach profile surveys as possible. The limits of aerial photography shall include the surveyed area described above. 3. Current and Tide Measurements Completed in August 2014 by Atkins in the 1 year monitoring report (April 2015). 4. Sediment Budget The proposed inlet management plan for Wiggins Pass has a fixed sand bypassing quantity that the County believes can be reduced using the result of annual monitoring events. The pertinent paragraph from the proposed inlet management plan is provided below. Packet Pg. 490 8.A.2 On an average annual basis, the initial target inlet sand bypassing quantity shall be 20,600 cubic yards per year with approximately one-third placed to the south of the inlet and approximately two-thirds placed to the north. The sediment budget may be updated periodically using the most recent time span of four years or more of monitoring data. The target bypassing quantities may be modified based upon the updated sediment budget. Should the volume of sand accumulating in the Wiggins Pass navigation channel exceed the target quantities, the additional sand may be dredged during the County's next periodic maintenance of the channel, including the tributary channels, and placed on the adjacent beaches or the ebb shoal (E- Mail dated February 14, 2018 from Alex Reed, Deputy Director Division of Water Resources Management FDEP) In order to have a sediment budget prepared for review and approval by FDEP prior to the next major dredging event, a sediment budget based on the 2-year and 3-year monitoring surveys will be prepared. The sediment budget will be included as part of the annual monitoring reports and will be based on the previous four or more years of data. The engineer shall select the most representative period of time of four or more years. The sediment budget shall be based on volumetric changes using profiles between R-10 and R-21, and bathymetric changes within the inlet waterways and the ebb shoal area shown on Figure 1. 5. Report a. The permittee shall submit an engineering report summarizing the monitoring data and project performance to the FDEP within 90 days of completion of each survey. The report shall summarize and discuss the data, the performance of the project, and identify erosion and accretion patterns within the monitored area. In addition, the report shall include a comparative review of project performance to performance expectations and identification of impacts attributable to the project. Appendices shall include plots of survey profiles and graphical representations of volumetric and shoreline position changes for the monitoring area. Results shall be analyzed for patterns, trends, or changes between annual surveys and cumulatively since project construction. b. Two paper copies and one electronic copy of the monitoring report, and one electronic copy of the survey data shall be submitted to the FDEP. Packet Pg. 491 8.A.2 U) V) a n U) z c� 0 W`• mdf L' Li O p z Q z J W r) m: -1 U LLJ Lj m5 H W O w y Ow li Of N 0 00 W z oa IL LLJ g Orn U W LJ Q c! O � of aQ z~O'C)�m`t W� U� Wo' 0-¢ Z oo �LEo = W Q W D _ O O O w U LnZ � WJzp�0O' Q ¢�m�Q wwo SOU �OMnL WOE U�i Z HWOCLxw LL W- W F m W N LC a- (n z_za �� o=L cD¢r w LLJ �' ¢LLJ ~�OrI O Q W Z = W Z QWOarQU QW�W� ~(nd V7Q r7 0�J0U W r 00MLJ W Y)Q��. a <V) �Z:7 0� E'er~ Z O ¢O ¢ 07aZW w _O 00N-F= oaa�U¢�� _ ¢ o C r V) O�~ �>� g'? or a v�Wo awaaoLLJ oooa zJ Q�W-EDZ-P-�EU-)NUm¢D CV Ms 4 Li W ?z 7) O z J p Q C O w w _ M V CD CD U :F g O M w w z O O a — ~ �. — LLJ Or Z m m < ::� LL- O J z U ¢ = _ J z W U z o ¢ J¢ C� D a o P z Z Q o0wQ a o Lf r o a Ld CO Uf N LIJ U, Figure 4. 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Each storm's track can be seen in Figure 1. 'Hurricane Charlie (9-15 August 2004) Charley was the strongest hurricane to hit Florida since Hurricane Andrew in 1992. Before Charley made landfall on August 13 near Cayo Costa, which is just north of Captiva, it had made landfall in Cuba as a category 2. The storm decreased to a category 1 while making landfall in Cuba but then increased steadily as it made its way to Florida's southwest coast. Charley hit Florida as a category 4 hurricane with maximum sustainable winds of 150 mph. Hurricane Charley was a small storm in size but caused great damage to Florida's southwest coast. 2Hurricane Katrina (23-30 August 2005) Hurricane Katrina is one of the most devastating hurricanes making landfall in the United States. Katrina was the making of three storms in the Atlantic Ocean and made landfall over the Bahamas as a Tropical Strom. While heading to Florida's east coast the storm strengthened to a category 1 hurricane just before making landfall near Miami -Dade County. The storm weakened to a tropical storm while passing over the peninsula. After spending six hours on land with winds estimated up to 70 mph, the storm entered the Gulf of Mexico just north of Cape Sable on August 26. Not soon after entering the Gulf, Hurricane Katrina grew in size and ultimately hitting the United States again in Louisiana as a category 5. Figure 1 Storm Tracks (2004 to 2012) % O � ff� l� — TROPICAL STORM OERRY 2012 a TROPICAL STORM FAY 2008 — HURRZAHE WILMA 2005 — HURRICANE KATRINA 200 , — RURRICANF CIWREY 2004 , IL PROJECT LOCATION 0 9Q NOTE: oM 1. HURRICANE TRACKS ARL APPROXIMATE AND BASED ON INFORMATION FROM NOAA. 2, EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. 3Hurricane Wilma (15-25 October 2005) Hurricane Wilma was the strongest hurricane recorded for 2005 with winds up to 185 mph. Forming in the Caribbean Sea, Hurricane Wilma reached a category 5 hurricane over open waters. Wilma then decreased to a category 4 just before hitting the Yucatan Peninsula of Mexico. After passing over land, the winds decreased to 100 mph. After a brief increase over the Gulf of Mexico, Wilma entered the U.S. near Cape Romano Oust south of the project area) as a category 3 hurricane on October 24. Wilma caused ten tornadoes while making landfall in the U.S. and caused damage to the surrounding coastline. Packet Pg. 496 8.A.2 4Tropical Storm Fay (15-26 August 2008) Tropical storm Fay made landfall in Florida a record setting four times. After passing over the Florida Keys with winds up to 50 mph the storm slightly increased to 65 mph winds before making landfall just south of Marco Island on August 19. Rainfall estimates in Florida reached over 27 inches causing severe flooding. Storm surge and prevailing winds by the slow moving storm caused moderate coastline erosion along southwest Florida. 5Tropical Storm Debby (23-27 June 2012) Tropical Storm Debby reached a peak wind speed of 65 mph while in the Gulf of Mexico. After forming in the middle of the Gulf of Mexico, the storm headed north. After influence from a low pressure, the storm then turned west and eventually made landfall in Florida near Steinhatchee on August 26. Winds were recorded at 40 mph when making landfall on Florida's west coast. Although the storm hit northern end of the peninsula, it is recorded that Pinellas and Charlotte Counties' beaches lost 10 to 15 feet of shoreline. The City of Naples experienced a meteotsunami' in January 2016. A graph of the observed water levels at the Naples Tide Station on January 17, 2016 documenting the meteotsunami is shown in Figure 2. Figure 2. Observed Water Level in Naples Florida on January 17, 2016. 6.0 4.0 -2.0 NOAA/NOS/CO-OPS Observed Water Levels at 8725110, Naples FL From 2016/01/17 00:00 GMT to 2016/01/17 23:59 GMT rvviwr rvw��.en4er wr vperauUnai Uceanuyrepmc MUUULu anu 3WY1Les 00.00 04:00 08:00 12:00 16:00 20:00 1/17 1/17 1/17 1/17 1/17 1/17 — Predictions — Verified --- Preliminary 6.0 5 Hurricane Irma (August 30-Septmeber 11, 2017) Tropical Storm Irma formed in the far eastern Atlantic Ocean, just west of the Cape Verde Islands, on the morning of August 30th. Over the Meteotsunamis have the characteristics similar to earthquake -generated tsunamis, but are caused by air pressure disturbances often associated with fast moving weather systems, such as squall lines. These disturbances can generate waves in the ocean that travel at the same speed as the overhead weather system. Development of a meteotsunami depends on several factors such as the intensity, direction, and speed of the disturbance as it travels over a water body with a depth that enhances wave magnification. NOAA 2015 2 Packet Pg. 497 8.A.2 following 30 hours Irma intensified into a major hurricane with highest sustained winds of 115 MPH, a category-3 storm on the Saffir-Simpson Hurricane Wind Scale. As Irma began to approach the northern Leeward Islands on September 4th and 5th, the hurricane rapidly intensified while moving over warmer water and into a more moist atmosphere. The storm became a rare category-5 hurricane on September 5th, with maximum sustained winds of 185 MPH. This made Irma the strongest hurricane ever observed in the open Atlantic Ocean, and one of only 5 hurricanes with measured winds of 185 MPH or higher in the entire Atlantic basin. Over the next few days Irma continued moving west, passing through the northeast Leeward Islands, Virgin Islands, and just north of the islands of Puerto Rico and Hispaniola, while maintaining its category-5 winds. The storm finally "weakened" to a category-4 hurricane on September 8th, but still had devastating winds of 155 MPH while moving through the southern Bahamas. Irma intensified to a category-5 level once again that evening, with top winds of 160 MPH, as it approached the northern coast of Cuba. Irma moved west along or just inland from the northern coast of Cuba on September 9th. This interaction with land disrupted Irma's structure a bit, as a hurricane requires plenty of deep warm water beneath the storm's center to maintain the extremely low pressure and strong winds. Thus Irma weakened slightly to a category-3 hurricane with winds of 125 MPH. Resilient Irma made a final attempt to re -intensify while crossing the open waters of the Florida Straits. The storm quickly reached category-4 intensity with 130 MPH winds early in the morning of September 10th, while approaching the vulnerable Florida Keys. The major hurricane made landfall near Marco Island in southwest Florida around 3 pm EDT on September 10th, as a category-3 storm with 115 MPH. Naples, Florida reported a peak wind gust of 142 MPH. Irma moved quickly northward, just inland from the west coast of Florida on September 10th and 11th. When Irma first developed in the far eastern Atlantic, despite its strength, its wind field was quite small. As the storm approached Florida, however, its wind field expanded dramatically. As Irma hit Florida, tropical storm force winds extended outward up to 400 miles from the center, and hurricane force winds extended up to 80 miles. Hurricane force wind gusts (i.e. 74 MPH or more) were reported along much of the east coast of Florida, from Jacksonville to Miami. In addition to the long periods of heavy rain and strong winds, storm surge flooding also occurred well away from the storm center, including the Jacksonville area, where strong and persistent onshore winds had been occurring for days before Irma's center made its closest approach. By the time the minimal hurricane reached northwest Florida (on the morning of September 11th), the wind gusts across south Georgia and northwest Florida were generally in the 45 to 60 MPH range (Fig. 8). Conditions improved rapidly once the storm center passed by as strong, dry southwest winds aloft made the system asymmetric, with nearly all of the rain and most of the strongest winds being along and north of the poorly -defined center. Irma weakened to a tropical storm in south Georgia in the afternoon, and further into a tropical depression while moving north across central Georgia in the evening. See the Figure 3 in this section showing the 2017 storm tracks. According to the National Weather Service, wind gusts over 50 mph and heavy rain impacted the Naples area on Thursday December 20, 2018. At approximately 1:30 pm another meteotsumami hit the Naples area with wave heights momentarily increasing by 3 feet over the projected level and decreasing rapidly over the next hour. Figure 4 shows the predicted and actual water levels on December 20, 2018. 3 Packet Pg. 498 8.A.2 Figure 3. Hurricane Tracking Chart for 2017. 2017 h2bV k "' t&€ 283 TS ARLENE APR +9-2, 2 TS 81 JLM 10-20 1 T" CINPv X"2010 A 78 0—P JVL m'.5 5 75 EMLY JUL 30 AUG 1 E N FRAM AUG 7.10 7 H GERT AUG 13.17 3 NM HARVEY AUG 17-SEP 1 S IW II AUG 3"EP 12 FO YH JC9E W "2 El R NATIA SEP" U.S. DEPARTMENT OF COMMERCE, NATIONAL WEATHER SERVICE ; 15 NORTH ATLANTIC HURRICANE TRACKING CHART f 16 11 1" lEE 13 MN IMAIA t4 N HATE S6P 11-10 SEP 16 OCT 44 1Q 14 17 { + 12 r +. F5 MH OPMUA AS Ts MILIPPE 11 TS RINK OCT 915 QCT 2 n Nov ! + + + ��+ *-` + f ," i++++ 9..r 91 m4 ++ + 1 r • +* //r 1% n9 +` 2 $ 1D 962 and ❑ �3 22 : • +990 and 21 * 959 m6 23 1 •S • , +• 20 ad, 2? - 29 w 30 • + s • 31 • 8• 12 _ 27�19 28 16 220.•+�6 x 20 is 937mb`2822 � 991mb • 26�1• ,B 5❑ +~i 17 1g7r• 10 13 2s - 2+ 1 RJ 12 ♦ • i 251 29 21 48T mb 17 ' 1 • 25 ! 28 to � 7 27 24 • +E • 8 11 11 * • 5 • 311. 9 41 l a. J; 21 15 972 m8 24 20 1 } 24 6 12 982 mb $ • & . LLJ g 3 79 • 23 3❑ 1001 mb 101D 15 113 ' 0 23*13 4 1a, / 26 t1 �b 14 ..22 • 987 mb 22 • II �7 1i 10 16• 7LI 20 1 3a E 1 • fi ♦ 7 lOp07rrb 16 21 - 914 mb 21 • 6. 1 2 • 31 • • 31 _ • 5 ® • f938mb - - .. B 20f 20 �• .` • b • 4 /// • 79 s 18 e • w i9 15 7 w 98 170 16 • � •4 _ • • 908 mb 19 • �� 77 17 F� �� y 5 . t6 6 • • 4 13 3 14 ❑ . 10 ❑ ` ❑ 10 4 •17 l 19 1005 WARERt GONFOla—COMIC PROJECTaN 8 f} ! mb • 2 ❑ siANwRo aARAu6TSAT 3o ANo m 1 007 rnb - i+ Figure 4. Observed Water Level in Naples Florida on December 20, 2018. NOAAINOSICO-OPS Observed Water Levels at 8725110, Naples, Gulf of Mexico FL From 2018112/20 00:00 GMT to 2018112/20 23:59 GMT 4.0 00:00 12120 — Predictions NOAA/NOS/Center for Operational Oceanographic Products and Services 06:00 12:00 18:00 12120 12120 12120 Verified — Preliminary 4 • 12 4.0 2.0 0.0 -2.0 r m to d M C d Cf Q U Q U CO) N r O C N E t t.9 11f a+ Q Packet Pg. 499 8.A.2 References 1 Blake E.R., D.P. Brown, R.J. Pasch, "Tropical Cyclone Report Hurricane Charley," National Hurricane Center, September 2011, http://www.nhc.noaa.gov/. 2 Brown D.P., R.D. Knabb, and J.R. Rhome, "Tropical Cyclone Report Hurricane Katrina," National Hurricane Center, December 2005, http://www.nhc.noaa.gov/. 3 Blake E.R. and H.D Cobb III et. al, "Tropical Cyclone Report Hurricane Wilma," National Hurricane Center, January 2006, http://www.nhc.noaa.gov/. 4Beven, J.L. and S.R Stewart, "Tropical Cyclone Report Tropical Storm Fay," National Hurricane Center, February 2009, http://www.nhc.noaa.gov/. SKimberlain T.B., "Tropical Cyclone Report Tropical Storm Debby," National Hurricane Center, January 2013, http://www.nhc.noaa.gov/. 6National Oceanic and Atmospheric Administration, "Detailed Meteorological Summary on Hurricane Irma, Hurricane Irma Synopsis" National Weather Service, January 2018, https://www.weather.gov Naples Daily News, Scientists: Waves that surprised SWFL beachgoers last week caused by rare meteotsunami, December 27, 2018 5 Packet Pg. 500 8.A.2 APPENDIX C COMPLETION AND CERTIFICATION STATEMENT M N O N r L d E Q d t+ E E O U O y Q R fA Cu O U cn N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 501 8.A.2 APTIM 6401 Congress Avenue, Suite 140 Boca Raton, FL 33487 Tel: +1 561 391 8102 www.aptim.com APTIM 631020769 June 7, 2022 JCP Compliance Officer Florida Department of Environmental Protection Beaches, Inlets and Ports 2600 Blair Stone Road Tallahassee, FL 32399-2400 Subject: Completion and Certification Statement for 2021/2022 Wiggins Pass and Doctors Pass Maintenance Dredging Project FDEP Permit No. 0142538-018-JC, FDEP Permit No. 0331817-001-JC, USACE Permit No. SAJ-2004-07621 (IP-MJD), and USACE Permit No. SAJ-2003-12405 (SP-MMB) Dear JCP Compliance Officer: This letter is being provided in compliance with General Condition No. 11 of the subject permits. This letter is a statement of completion and certification for inlet dredging and beach disposal as described in the permit. This statement is based upon infrequent site visits by the engineer, construction observations by the County inspectors, and the contractor's construction reports and surveys. All locations and elevations specified by the permit have been verified; the activities authorized by the permit have been performed in compliance with the plans and specifications approved as a part of the permit, and all conditions of the permit. Minor differences between dredge cuts, fill disposed, and the permitted plans are documented in the attached as -built survey plots. The signed and sealed as -built bathymetry and profiles are included in Attachment A. The horizontal limits of dredging are shown in Attachment B. The County contracted Waterfront Property Services, LLC. (Gator Dredging) to perform the maintenance dredging of Wiggins Pass and Doctors Pass. The project commenced on January 26, 2022 at Wiggins Pass. The last day of dredging in Wiggins Pass occurred on March 10, 2022. On March 11, 2022, the contractor began mobilization to Doctors Pass. Dredging began at Doctors Pass on March 21, 2022. The project dredging was completed on April 20, 2022. Demobilization was completed on April 28, 2022. Notice of substantial project completion was sent on April 28, 2022. At both inlets, dredging did not extend west to the edge of the permit limits due to weather. Weather caused some delays. The major bypassing bar/shoals were dredged. Dredged material was removed by Gator Dredging's hydraulic pipeline dredge, Brittyn B, with an 18" ID and 20" OD system. All dredged material was disposed of in the nearshore adjacent to both inlets. The dredge removed material from the channel 24 hours a day. Gator Dredging submitted daily Quality Control (QC) reports to the engineer, which included: pertinent project information, daily dredge plots, and dredge tracking data. A summary of the daily dredge tracking data is included in Attachment B. Turbidity monitoring occurred up to three times a day during daylight hours when the dredge was Packet Pg. 502 ,,APTIM 8.A.2 operational. The turbidity monitoring results were submitted weekly via email to JCP Compliance, including any exceedances report. Additional monitoring and coordination with County turtle monitors were necessary to complete the project. Wiggins Pass was dredged according to the permitted limits and depths. The measured dredge volume of material from Wiggins Pass was 66,033 CY (Table 1). The volume of material eligible for pay was 65,043 CY. Approximately 21,413 CY of material was measured north of the inlet on the beach and in the nearshore of Barefoot Beach and 16,747 CY of material was placed south of the inlet on the beach and in the nearshore of Delnor-Wiggins State Park. Based on the Contractor's daily reports, approximately 39,000 CY and 26,000 CY of material was placed respectively on Barefoot Beach and Delnor Wiggins State Park. This is close to the bid amount. The measured amount differs due to sea conditions during construction, which also lead to a curtailment of dredging short of the western channel limits. The Wiggins Pass project area extends from Stations 11+00 to C-23 and south to C-32 (Attachment B). The disposal areas extend from R-12.3 to R-14.25 and R-18.2 to R-19.8 on either side of Wiggins Pass. See Attachment B for the precise horizontal extent. Table 1. Wiggins Pass Volume Summary Wiggins Pass Volume Within Dredge Template (CY) Exterior Channel Interior Channel 52,070 13,963 Total Dredged in Channel 66,033 Barefoot Beach* Delnor-Wiggins State Park* 21,413 16,747 Net Volume Change: 38,160 *Disposal volumes don't account for changes due to alongshore and offshore transport. The volume change measured in Table 1 between the January 2022 pre -construction survey and the February/March 2022 post -construction survey. Dredged volumes represent amount removed and disposal volumes represent the quantities measured in each permitted disposal area. The contracted bid volume at Doctors Pass was 25,700 CY. This volume avoided the rock substrate located within the settling basin. The post -construction volume measured within the template was 12,535 CY (Table 2). Fill material placed south of the inlet on the beach and nearshore at Lowdermilk Park was 14,092 CY. The dredge was damaged beyond immediate repair before all the settling basin was dredged and the project was terminated before the start of sea turtle nesting season. Packet Pg. 503 'A ,A- APTIM � TALI_ A 11__1_-_ A... •i_1______ A I Mule I uvcwrs rass volume Jummar Doctors Pass Volume Within Dredge Template (CY) Settling Basin: EC 0+00 to EC 6+46 11,146 Entrance Channel: EC 6+46 to EC 15+70 1,389 Total Dredged in Channel 12,535 Lowdermilk Park Disposal: R-60 to R-61.8 14,092 Volume changes are measured between the January 2022 and April 2022 surveys. Doctors Pass dredging extends west to east EC1+00 to EC12+00. The dredged material was placed at Lowdermilk Park between R-60.1 to R-61.0. Additional material was pushed down the beach towards R-61 +800. The post -construction surveys of the two project areas showed that no significant impacts to the project area were observed. Placement of material from the channels occurred mostly within the permitted disposal areas. There was no evidence of impacts to nearshore hardbottom nor disposal of unsuitable material in either location. The areas surveyed and elevation of the cutterhead are provided in Attachment B. The drawings show the elevations by color coding and the limits of each days work. These drawings also show the location and elevations for the rocks encountered and avoided by dredging. Some rocks made it through to the beach, which were collected by the contractor. Sediment samples of the dredged material were collected at both Wiggins Pass and Doctors Pass during construction and will be provided when returned from the laboratory. These samples were tested for compliance with the sediment QA/QC plan. A summary of sediment characteristics and granularmetric reports for each sample are being collected including selected carbonate measurements. Please call me if you have any questions. Sincerely, ���L QNEN KF �i. •ram cb .* *%CENSF°•°°� i No.34W �� k Stephen ee , P.E., FL PE License No. 34857 .o Senior Coastal Engineer p ' STATE OF t 41 +` Aptim Environmental & Infrastructure, LLC : Q b; ft ����Fs�'•e;�OR1OA••` �N'�`� ElMaieAddrless� SSephen.Keehn(c_r�apteve Keehn: 3m1 am 1 /ONA'L f1111 Packet Pg. 504 ,> APTIM � Enclosures Attachment A - 2021/2020 Wiggins Pass and Doctors Pass Survey Drawings Attachment B - 2022 Progress, Dredge Tracking Elevation and Rock Map Attachment C - Sediment Laboratory Results (Pending) cc: Andrew Miller, Collier County FDEP, South District, Ft. Myers, Florida Nicole Sharp, P.E., APTIM 4 Packet Pg. 505 8.A.2 APPENDIX D-1 SURVEYOR CERTIFICATION M N O N r L d E Q d t+ E E O U O y Q R fA R O U cD N ti O N r d Y V R d R C d Q1 Gl i Packet Pg. 506 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Survey Report Notes and Certification Survey Title: 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Prepared Date: January 2023 Prepared For: Collier County Coastal Zone Management Prepared By: APTIM Environmental & Infrastructure, LLC Dates of Survey: November 2" d, 2022 to December 91h, 2022 Survey Location: FDEP monuments R-1 through R-89, H-1 through H-16, and R- 128 through R-148 including required intermediate profiles. Notes: This survey report has been prepared to accompany Survey Maps entitled "2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report" prepared by APTIM Environmental & Infrastructure, LLC 2. The survey is neither valid nor complete without both the survey report and described survey maps. Digital data files encompassing the following have also been provided to FDEP in the following formats listed: • Monument Information Report (Appendix 1) • Federally Compliant Metadata (Appendix 2) • ASCII file containing xyzprofile data points. Data provided in NA VD 88 (Appendix 3) • ASCII files containing the profile data processed into the FDEP distance and depth format, (NA VD 88) including headers (Appendix 4) • Profile Plots (Appendix 5) • PDF copies of project field books with computations and reductions (Appendix 6) • Digital Ground Photography (Appendix 7) 3. This map and report or the copies thereof are not valid without an original raised seal or a digital signature file by the certifying professional surveyor and mapper who shall retain and original hard copy of the signed and sealed map or report. 4. The information on this map represents the results of the survey on the dates indicated and can only be considered as indicating the general conditions existing at the time. APTIM Packet Pg. 507 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report 5. Additions or deletions to survey maps or reports by other than signing party or parties is prohibited without written consent of the signing party or parties. 6. The coordinates are in feet based on the vertical and horizontal data that was collected and presented relative to the North American Vertical Datum of 1988 (NAVD 88) and the Florida State Plane Coordinate System based on the Transverse Mercator Projection, East Zone, North American Datum of 1983 (NAD 83/2011). 7. Vertical measurements are based on FDEP second order monuments A05, A10, A11, A15, A25-2 1987 ADJ, A25 RM4-ADJ, and 872 4991 D TIDAL per published FDEP coordinates. 8. Bearings are based on a grid North bearing 9. Lands were not abstracted for rights -of -way, easements, ownership, or other instruments of record. 10. Underground and subaqueous improvements and/or utilities were not located as part of this survey and should be field verified prior to any dredging or construction activities. 11. Refer to APTIM field book #525 for the onshore portion and APTIM Navigational field book #49 for the offshore portion. (Provided Digital Copies Only) 12. Aids to navigation were not located during this survey. 13. Soundings were collected using a Teledyne Echotrac E20, Single Frequency, survey grade sounder. The sounder was calibrated prior to the start of the survey following manufacturers recommended procedures. 14. Survey plan views are intended to be viewed at a scale of 1 "/400' or smaller. 15. This survey was conducted for Collier County Coastal Zone Management for use as a Topographic and Hydrographic Beach Post Hurricane Monitoring Survey. 16. Ref. Pt. (Reference Point) is a term used in the monument information report referring to any location that can be defined by horizontal coordinates and is used as range point 0+00 for profile control. Reference Points may not necessarily be the location of a set control monument. 17. NO RTK is a term used in the monument information report referring to monuments that were not found and/or not located by GNSS due to overhead cover, deep burial, or impenetrable obstacle. APTIM Packet Pg. 508 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Certification: I hereby certify that this hydrographic and topographic survey is true and correct to the best of my knowledge and belief as delineated under my direction. I further certify that it meets the minimum technical standards set forth in Chapter 5J-17, adopted by the Florida board of professional surveyors and mappers, pursuant to section 472.027 of the Florida Statutes. Michael Digitally signed by Michael Lowiec, Lowiec, PSM LS6846 Date: 2023.01.30 PSM LS68461 1:58:3 7 -05'00' Michael Lowiec, P.S.M. Date Florida Professional Surveyor and Mapper LS #6846 APTIM Coastal Planning & Engineering, LLC C.O.A. 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Q N I I��izd U I I O "rric�JW ago o �Wa io I I R I I I I I I I I I I o IL I v � to I I a I I J I j I I� I o IW I N J I La I Q � I O I I = I 0 W I O I I Z I I O N O N O u1 O N O IA I O N O N O N O IA I I N N I i i N N OAVN 13 `•A3-13 OAVN 13 `•A3-13 N Q 06 (£ZOZ`VL a0glu0;d0$ OOIIIW aOO fUOSIApd le;seo3 : 6ZL9Z) 40M0ed ePU06V Oda - CZ-jVV60 :;U8Wt43e};d E O _ U N N In O i N O Y O CY O I E O ONN C Q1 �O^ OMNQ Z 10 Y Q�-•N N wma~ M"E Owvd VI VjN 7 0 0~ Q O W..iWL VIZ > Z wOu < o 2 zl o ^CLj�p 3 W 00 I >I D o coQQ2 3 W C) zl O M N N Z L� d 3 WWVI VI J liwo MI N O +I O ; PO +4 o 3 NNN N 2 �I O J Z 2N CA CA�. i I 00 L. 0 00 ONNN N I 0 = U uj I I Z U D I _ cnco I U� 00 U I dz 0 I FO �_> I p WU Q I v J O Z Z I Z w w W d o I : J > O UO ~ J ~ (� I w U � �11 I N m O V) I V) M I (n W N ap I Q W V)I ^ I � JO UI O M N O z z o W Z U n ro I Q H m 0 0 0 W Z O �________ Z W I OD Z in Q V j I op "rrirc�JW �Wa I j I tO I I I I I I I I I I I I I I I I $ I; I v I> I J I I La I Q I I I o I I W F- I O I I o Z I I 0 O IA O N O In O IA I O N O N O IA O IA I I N N I i i N N QAVN '13 "A313 OAVN '13 "A313 N Q (£ZOZ`VL a0glu0;d0$ DD;;iUaUa03 fUOSIApd le;seo3 : 6ZL9Z) 40M0ed ePU06V Oda - CZ-jVV60 :;U8Wt43e};d E 0 _ U N N O L `1 H N N O � OIL W Q O O N E av O-I�� a aZ OMN01 0 W O Z J M y WOd~ wWM"E 0Ow t~iiz Q La -C Z WzOQ 2 zl O ^a-Xp3 W p00— I o coQQx 3 O I I W 0 1 H H O M N lnZlid 3 J m La O O (n of a_ a_ O O 3:I moo 1 31 �I w Z NNN Cl 2 I J O no 00 I00L0 NNN N I O _ U I I W L � I J .J I w I o Z D I Q U O I I 0) \ I O� 00 �z LLJ 0 o FO > / I o LLI V Q 3 I a J O Z O I W d 0 I 0 I =J i Q0z U a J I o m o o W I N v i (n U M I Q 00 La (n I LL -i N I LLJ o UI O M N LJ a I o Z O O w m (� OQO > > I 0 J z z I W � Z v a0 Z I U]rt� az Q U a. 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I o w� Q I a J O z Z I z ck� O I — w d _ o ~ i J z W a U > oo z I o LLJ � �11 > I N m O 0 /V) (n W CA 00 W a U v I � J :3 ui I o� UI OMN O z> z I z O O w W a I O Q O J I I W I I 0 Z I Z a N V I I oo T+W �Wa to I I I I I I I I I I I I I I I I I $ I I p I l I I m I I Q I to I O W I� N ~ H I 0 W I I I o I I Ln 0 'TT N I o N o N oN o N N N I _ I N N I I I I I I I OAVN '13 "A313 OAVN '13 "A313 N Q (£ZOZ`VL a0glu0;d0$ DD;;IWWOO fUOSIApd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E O _ U N N O L Y N N O a' H N O I �O a �oCIA g0-1 rn o a-Z U N O W Y O M N O O H H Z J M W�a d W WO-E o F-- U) M WNZ > (�W`-WL Q)J ..Z Z �j (7 0o l I Q Q N c^oaaCL x 3 W wwN (n W M lnZ W d 3 J Ladd nl O +I OEM +� 3 moo i o w Z NNNN I J 0000 I NNNN I 0 0 I I I I � N cn I I I Lii ..i w I Z Q Z U CD I Q V) L' I I = M I U OD I z W 0 I o �O Q I �U O Z O I oo I I 2J w U I UO Z J Q I o QU :LLJ p W I N m U N I I U M ,^ o N W CA ap V I ^ ^ W z o v J O O I o O M N Q Z °j uj I o w Z U z I o V i < C) H m ?r r o I L 0 0 > I W o I Z m o I Z >o I h.IF z� ado C) °wa I I I tO I I I I I I I I I I I I I I I I I I oo LE I o I I I m I I la I I IQ I I0 I I Ic I o IW N J I o I y I Q I I ~ I H I I W N I I W I o I 3 I o � 1° rTT 1 If1 O 1(1 I O N O N O 1(1 O 1(1 I I N N 1 i i N N GAVN 'l� A313 GAVN r- Ln LO 6 a d Y C1 a N Q (£ZOZ`VL a0glu0;d0$ 00111U WOO fUOSIApd le;seoo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E O _ U N N Y In O L K H N N O O H d O Nol E Jv 0 I Q1� aZ LO s a _ o rn W O 0MN0) O ~UQ� ZJ M N d� aWN• C� �"Q ONZ > NN�NiW L W Moo Q o H o rn-1 Z 3 (� 0 1 1 >1 N I o ^CLx0 W o f ZI Q M N In Z W d 3 J W_WNN W L`aaaa nl o +I 0 OEM +� o :00 T I I I 0 NNNN mi � J Z 0 NNNN I O H I I tr W I J W LiW � I t000 Z Q D I Z UCD N I = V) L' I I M I �F- 00 I I �� w 0 I o �0 J > Z I LLJV O Z 0 ZLd CL OCL o I W 2J Vj J I v0 F- J ~ U I o ac)Z�o W I N LLJ m O (n I I I � U M o ,� I .. cn WN00 > La Q z v I J O > o W I o UI O M N O zW Z U Z I o �LLJm v W I O Q D ly J O I W U W I Ri j 0 O j m Z Z N O LrW7 a i QN I z~ U I I I o � ago I I I I I I I I I I I I I I I I o — I < I I I Q I I I Q I I W I I D I O W N J I ly I i Q I o I I ~ F I I L�J N I I J W I I/ 0 I I 0 Ln O N O 1f1 O 1f1 0 Lo I O N O 1n O 1f1 O 1f1 I I N N I i i N N GAVN "A313 GAVN "A313 N Q 06 (£ZOZ`VL a0glu0;d0$ OO;;IWWOO fUOSIApd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - CZ-jVV60 :;U8Wt43e};d E O _ U N N N O O N O O I OON CD-0 U N O Q1 Q^ zMNa, O Dam F- M"E wed (nNN 7 Q N Z Q j W W L rn� ..Z W o U - (' UOI aI > N o NZ<a 3 W I H F ZI Q Nj N woo a a a "' o M +4 C cn 0o I 31 o J Z Z N N N m I I L O NNN 0 = U I I I w w N� I I I J w w � I o Z Q I Z U C� U>- M I m U I �z 00 I F O J > I ' I v JV O Z Z I Z w w 0 w C O I J F- H U I Q0U Z w W I N m 0 U M I 0 W N 00 I Q w V) I ^ JO J V% I UI O M N uj I o Z_ U 0 I o w (� a�LLJm U ?, 0 0 0 I I � I I W I Ri I o CWW N Z I a0 (- x w I Z]r oa Z o I 5�" zr Q N 1 ^N i rtwrc U I I I o I I I I I I I I I I I I I I I I I I O IW I a I oLLI I I I m I I la I I IQ I IW I I Ip I o IW I N J I y I Q I I I w N I I Q I w I I o 0 O N O N O N O N I O N O N O N O N I I I N N � I i i N N GAVN GAVN N Q a0 (£ZOZ`VL a0glu0;d0$ OO;;IWWOO fUOSIApd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - CZ-jVV60 :;U8Wt43e};d E O _ U N N L to ON O Y � N O dol Q O N E 0 — I rn -0 Z U O N O OY OMN Z 01 O UQH w�`Q1�N �aa M E U) (n N 7 ZZZQZ —4 > 0)J�ZL W O U a in o ^ CL x 0 3 (7 >1 N o to<<m 3 W I�� Z Q M N Lo z L, CL 3 J a o o .Mn o of o M t4 c (n N N N =1 o J Z D OOO I L- ~ NNN I O 0Cj W I I I I I d N � I W I O Z J D I I I � Q U O I cn L- I I = M I U OD U i �z LLJ 0 o I- O > I I LLJV Q O Z O I W d o I =� F- W U I QOU Z J Q I o w � L0 LU I N m O I vi I I V) M I N W N 00 F I .0- O CA � 0 OM N 0 La a I o Z O O w -E OQO o � LaI O C ' GW Z i E-xw n, = N 1 5' i awrc U I I $ I I tO I I I I I I I I I I I I I I I I I I o0 I I o I I I m I I la I I IQ I I I I I Ic I o IW I N J I l y I Q I I � I o I I W N I I � I w I I O I 3 I I O o N o .1 o_ in o in I o n O 0 o in o 0 I I N N I i i N N GAVN GAVN 8.A.2 APPENDIX D-3 BEACH PROFILES M N O N T- r L d E Q d t+ E E O U O y Q R fA Cu O U cD N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 561 N Q (£ZOZ`VL .l0glu0;d0$ 00};iU WOO fUOSIAPV le;seo3 : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E O _ U N N O L N CAO d O O 1 O CA - E 0-1 0) U N O OMLOcn O O� � Q��Nin 0 0aa o NW"wt ..Z Z Zp z Q)J al ^�x0 3 WLd OH H ZI M N NZL,CL 3 z In In I J M a a nl o +I N M +I I 31 00 N =i O J Z 2NNN I 0 � $ H Ooo 0 = U Ld Cj I I tL N (n Li I J W I Z J D I 0 Z U CD _ I cn w I I I U> I I � co I z w p I FO J > I o JU O Z I I v I Zw I w d g O I Uo z J H i I LLJ � ,o I z o o I N w N O M cy-I m N W N m I p z ¢ W .. I o J O � J J I O Oo � 0 O M N Z U LL Q O 0 � H m 0 a 3 o 0 0 LWi w z o Z m I ., Q NLi �•vI \iwrc C 2n m ! i ri 31wn1oA o W o W a I I I I I I I I I I I I I I I I I I o I I o I ILE m I � LJ I I W I I � O W N N I I I I I O I �Iril,l3 n OA I I I I O I O I I O of o in o_ in o in o 0 o 0 o 0 o 0 OAVN '13 "A313 OAVN '13 "A313 N Q (£ZOZ`VL a0glu0;d0$ 00111U WOO fUOSIApd Ie;se03 : 6ZL9Z) ;0M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E O _ U N N O L N N O O O 1 O N - E 0-1 rn U N O 0 0) Lo le 0w Q�Q N a N<Q rn"E Q CJ' O N v; Z ZO J al rn� ..0 3 LLIO Z O I, X WHJ IQ MN NZid ZN Z Ma M 3 O +I of O N M N 31 O 31 �I w 1 Z N =I I oo J Z O N C4 I 0 = U ILd I J w I Z J D I e Z U CD _ I V) L, I I I U� 00 I I °S w 0 I FO J > I o JU O Z I I a I Zw Lf) I w d 2J I Uo i- J I QU z 0 I z I o m O uj m I w V) O M M I m 0 W N Z I Z Q w 00 O O J O J 0 I rn J I 00 0 Z OU M N ��m O a i 3 000 V) I N W C I w a o z Ci7W N I IWI" 3Nm0A °D < �x� oa z x� Ld - - -- r OE= m I W I 00 V u. 6 I I O I tO I IQ I I i I I I in I w I o I ly I g I I I I I L J IWI fl 3 0A I I I I I I I c I I N I I I I I I o I I I I I I I I I I I o O O N O N O N O N O N O N O N O N N N N N OAVN '13 "A313 4AVN '13 "A313 N Q (£ZOZ`VL a0glu0;d0$ 00};lU WOO fUOSIApd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - CZ-jVV60 :;U8Wt43e};d I cfl_ I 1 E O _ U N N O L N CAO O O 1 O CA - E 0-1 rn U N O O MLo cn 0 _ Z J M < vi - In as M E E N v; Q)J ..Z Z �oZ -I al r,a 03 LLJ a Q o z o X co a x 3 W�U � ZI O n N LOZlaia 3 J O 0 oI M a a M O +I 0 0 N M O O �I w Z N N N p J Z O O00 N N N = L) LLJ I N Uj Cj J w Z D Z U CD M L- I I _ I U> I I � � I °S W 0 I FO w_> I i wU w Q I J O Z I Zw I w d g =--Jj w 0 I r U O F- H v � QU LLI z I I Z o f m 0-- LLJ I w M U M I M m N m I o z Q w I m O m J O J JO o 0 z O M N _ o U �L a 0 �m 0 0 0 Li y N Z La Z00 C G� v~i < o LaI N LIM 311n10A ` m I I oo �Wa I I I I I I I I I I I I I I I I I $ I Iw I v I I o I I Im I LLJ I I CK I I Q I I c c X I IW N I I I I I IwI 3 n on LJ I I I I I I o I I I 0 n o in o_ n o in I o o o n o n o n I I N N I i i N N a"N AJ "A313 dnVN 13 "n313 N Q (£ZOZ`VL .I0glu0;d0$ 00;;IWWOO fUOSIApd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E 0 _ U N N L LO ON 0 O 1 0 O N E O I rn CD O MN01 lea�0 r.N N oQ M"E d N N N 7 Q U o^ La L Z Zo al r,aXO 3 LLI o z o W ZN Zi MMII N to ZlQid 3 I J 00 M +I OI 0O 31 0 0 31 2I w Z Z p -1 N N f i 0 `y O ONN I Go O O U I to Ld I I I J W I o Z Q I Z U U I 2 cn I U� co I I °3 w p I Fo F- Q I o JU O Z I v Zcy- w I LCL OI w o .. 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In D Q I N I— J�-IC7 ¢zd W - - --- I r TiW �Wa m I I o I I I m I I I I 41 3 n A .7 I $ F- I I W a LLI I I o C] I I m I LiJ I I <I CC I I W I O I t o 0 w N LO I I N CC I o I I Ll IWI 3 non I I I o 0 O O N O N O N' O .0 O In O N O N ' I I N N I N N 4AVN '13 "A313 4AVN '13 "A313 8.A.2 DOCTORS PASS MAINTENANCE DREDGING 2023 POST -CONSTRUCTION MONITORING SUMMARY August 2023 DEP PERMIT 0331817-005-JC USACOE PERMIT SAJ-2004-8754 COLLIER COUNTY PREPARED BY HUMISTON & MOORE ENGINEERS HM File No. 29018 SUBMITTED TO: FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION HUMISTON & MOORE ENGINEERS COASTAL ENGINEERING DESIGN AND PERMITTING Main Office: 5679 Strand Court Naples, FL 34110 Phone 239 594 2021 Fax 239 594 2025 e-mail : mailahumistonandmoore.com I Packet Pg. 584 8.A.2 DOCTORS PASS MAINTENANCE DREDGING 6-MONTH POST -CONSTRUCTION MONITORING SUMMARY August 2023 DEP PERMIT 0331817-005-JC USACOE PERMIT SAJ-2004-8754 COLLIER COUNTY PREPARED BY HUMISTON & MOORE ENGINEERS HM File No. 29018 Table of Contents Page Introduction...............................................................................................................................................1 HurricanIan..............................................................................................................................................3 Background...............................................................................................................................................5 DesignPlan..............................................................................................................................................7 MonitoringSurvey Data...........................................................................................................................10 InletSurvey Analysis...............................................................................................................................10 BeachSurvey Analysis...........................................................................................................................22 AerialImages..........................................................................................................................................28 Environmental.........................................................................................................................................28 Conclusions & Recommendations..........................................................................................................29 References.............................................................................................................................................30 List of Figures Figure 1. Location Map Figure 2a. Hurricane Ian Track Figure 2b. Documented Surge Data Figure 3a. Doctors Pass Monitoring Area Figure 3b. Doctors Pass Dredge Limits and Cross Section Monitoring Stations Figure 4. Dredge Template Limits, Section Names and Permitted Dredge Depths Figure 4. Dredge Limits & Cross Section Monitoring Stations Figure 5a. Doctors Pass Inlet Contour Map — March 2022 Figure 5b. Doctors Pass Inlet Contour Map — April 2022 Figure 5c. Doctors Pass Inlet Contour Map — November 2022 Figure 6a. Doctors Pass Inlet Contour Change Map — April 2022 to November 2022 Figure 6b. Doctors Pass Inlet Contour Change Map — February 2021 to November 2022 Figure 7. Plan View and Centerline Profile — Settling Basin and Entrance Channel Figure 8. Doctors Pass Inlet Contour Map — Elevations Above -5.0 MLW — November 2022 Figure 9. Schematic Diagram for Typical Shoreline and Volumetric Change Analysis Figure 10. Downdrift Shoreline Location Packet Pg. 585 8.A.2 Tables Table 1. Permit History for DEP Permit Number 0331817-001 (2015-2022) Table 2. Monitoring Area - Station Range Table 3a. Doctors Pass Inlet — Dredge Template Rock Volume Table 3b. Doctors Pass Inlet - Dredge Template and Available Sand Volume Table 3c. Doctors Pass Inlet - Volume Change within the Dredge Template Table 4a. Beach - Distance between Monuments and Distance to Depth of Closure Table 4b. Beach - Shoreline Change Table 4c. Beach - Volume Change Table 5. Doctors Pass Dredging 2002-2022 Appendices A. Approved Monitoring Plan - August 25, 2017 B. Completion and Certification Statement C. Major Storm Information D-1. Surveyor's Certification D-2. Station Cross -Sections - Inlet D-3. Station Cross -Sections - Beach Packet Pg. 586 8.A.2 DOCTORS PASS MAINTENANCE DREDGING 6-MONTH POST -CONSTRUCTION MONITORING SUMMARY August 2023 DEP PERMIT 0331817-005-JC USACOE PERMIT SAJ-2004-8754 INTRODUCTION This report by Humiston & Moore Engineers (H&M) presents the analysis of a monitoring survey conducted from November 2 to December 9, 2022. This monitoring survey was conducted approximately one month after the passing of Hurricane Ian on September 28, 2022, and six months after the March/April 2022 dredging project. The 2022 dredging of Doctors Pass commenced on March 21 and was completed on April 20, 2022. The pre and post -construction surveys were ; conducted by Park Coastal Surveying, LLC (Park). The 6-month monitoring survey was conducted by APTIM • • 1 Environmental and Infrastructure, LLC (APTIM) based on the requirements of the State of Florida Department of Environmental Protection (DEP) permit number 0331817-001-JC dated October 2, 2015 (superseding permit 0235740-001-JC), U.S. Army Corps of Engineers (USCOE) permit number SAJ-2004-8754(MOD-KDS), and the DEP Physical Monitoring Plan, prepared by APTIM Environmental & Infrastructure (APTIM), approved by DEP on August 25, 2017 and included in Appendix A. Recent DEP permit history is summarized in Table 1. Table 1. Permit History for DEP Permit Number 0331817-001 (2015-2022) Modification Number Date of Issuance Description of Modification 001-JC 10/02/15 Combines Doctor Pass Dredging and Collier County Nourishment Project. 002-JN 10/23/15 Change Biological Monitoring Plan Approval Date. 003-JN 01/08/16 Authorizes Dune Maintenance Work. 004-JM 10/02/15 Adds Clam Pass Park to County Nourishment. Allows Beach Placement of Sand Dredged from Doctors Pass from R-58 to R-79. 005-EM 07/23/18 Modifies the Biological Monitoring Plan. Doctors Pass is located in the City of Naples, Collier County, on the southwest coast of Florida as shown in Figure 1. In 1959-1960, improvements were made to the pass involving the dredging of a larger and deeper channel and the construction of rock jetties. In the years following these improvements, a variety of projects have been completed including maintenance dredging of the inlet, with placement on the downdrift beaches and nearshore, south of the pass. The most recent project, constructed in March and April 2022, included the dredging of 12,535 cubic yards of sand from Doctors Pass with disposal south of the inlet on the beach between DEP reference monuments R-60 and R-61.8, located approximately 3,000 feet south of the inlet. The project was constructed by Waterfront Property Services, LLC (Gator Dredging) on behalf of Collier County in coordination with APTIM, the Engineer of Record for the project as described in the Completion and Certification Statement as provided in Appendix B. Packet Pg. 587 El A.'vwylrh& H�h'L =, t I'•. CLAM o PASS. DATE OF PHOTOGRAPH: DECEMBER 2022. PHOTOGRAPH PROPERTY OF COLLIER COUNTY APPRAISER'S OFFICE. *INCLUDES BEACH RENOURISHMENT HISTORY AS PART OF THE COLLIER COUNTY BEACH NOURISHMENT PROJECT PERMIT NO. 0331817-01 (YEAR AND CY OF SAND) 2010 3K 2011 22.4k f 2013 27.3K 2014 8.7K 2018 5 8K DOCTORS i I PASS CITY OF NAPLES 2020 37" 2018 25K 1 `• 2022 12.5K pr GULF OF MEXI CO 2014 20.3K 2012 12K 2013 25.4K 2021 24.8K 1"=5000' HUMIST0N DOCTORS PASS MAINTENANCE DREDGING &M001tE+` PROJECT LOCATION MAP F'NGINI?FR FOR: COLLIER COUNTY COASTAL DATE: 5 27 23 FILE: LOC MAP SCALE: SHOWN ENGINEERING DESIGN AND PERMITTING JOB: 25-026 DATUM: NONE FIGURE: 1 — NAPLES NAPLES PIER FF 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com Packet Pg. 588 8.A.2 HURRICANE IAN Collier County was impacted by Hurricane Ian as a Category 4 major storm on September 28, 2022, causing significant damage to public infrastructure, private property, and public lands. The path of the storm along with intense hurricane force winds, slow forward speed (9 mph), and high storm surge subjected Collier County to large scale impacts ranging from the gulf beaches to the mainland. Figure 2a shows the track of Hurricane Ian approaching and landfalling in southwest Florida. The unique combination of factors including wind speeds in excess of 155 mph, position, track and slow forward movement of 9 mph resulted in extreme storm surge levels along the coastal barrier islands of Collier County and southwest Florida. Figure 2b provides documented storm water levels from Wiggins Pass south to Marco Island. USGS deployed over 175 sensors between the Florida Keys and the Panhandle prior to Hurricane Ian's landfall. These sensors were deployed as part of a FEMA/National Hurricane Center (NHC) mission to document and better understand storm surge. The high storm surge produced by Hurricane Ian over a long duration from the slow -moving storm has resulted in significant morphologic changes including flattening of the beach and dune areas. For the most part, eroded sand has not left the system, but some was overwashed landward covering gulf front parcels and inland roadways with sand. It is typical for sand to also be eroded into the nearshore during early phases of the storm, and also when surge levels decline. Figure 2a. Hurricane Ian Track 5t. Pftersburg a a Probable storm surge flooding `•o`' ^Thum. t am. ET a .r Category More than 1 font Maxwind:92mph More than 3 feet More than 5 feet More than 9 feet Por Otte �w�. xP.�fr HURRICANE [AN Category 4 WINDS MOVING NNE AT 9 MPH PRESS RE 937 MB Max wind: i55 mph �aIiapeCoral CATEGORY l � *7 Doctors Pass) Naples l3ig Lypaess S . Wed. 8 Lm. ET Ha[ionak Presr• Category 4 k i Max wind:155 mph `r w J Guff of Mexico ! I 25 miles at iun ark .� ham• Graphic: Phrf Holm Sources; NoAA. national weather Seryt[e, He[earoiogicaI Doyelopmeat k26matory- S `].r[imA Cem er for EnvironmenuI Predie[ion and na[ional Hurricane Unlu Florida Keys , P 3 Packet Pg. 589 8.A.2 Figure 2b. Documented Surge Data 11 iryn�1 • it col eao a _W N3)s6 i ° USGS smmxaxx o-x°n syrnxon swxswxx wa1 n u wm a:x nr °e rim.,.. urt *GAGE STOPPED WORKING MUSGS n° C nab W ® Figure 2b: Hurricane Ian —Collier County —Documented Surge Data d Y ca d M c d s� Q U Q U CO) N r O O C N E t V fC a+ Q 4 Packet Pg. 590 8.A.2 BACKGROUND Project history is described as follows (major storm tracks from 2004 to 2017 are shown in Appendix C: • 1960: Channel widened, and jetties constructed. • 1966: Channel dredging and improvement of the jetties. • 1974: Maintenance dredging begins on a two to four-year cycle with material placed south of the inlet. • 1996: Construction of the Collier County Beach Restoration Project placing approximately 1.2 million cubic yards of sand between Monuments R-21 and R-79. 1996: Inlet sediment impoundment basin dredged, and the north jetty extended 75 feet. 1997: Inlet Management Plan adopted with a minimum average annual bypassing goal of 10,000 cubic yards. • 2002: Approximately 9,000 cubic yards was dredged from the inlet and placed in the nearshore between monuments R-60 to R-62. • 2004-August: Hurricane Charley impacted the area on August 13 with landfall approximately 20 miles north of Doctors Pass. • 2005-October: The center of Hurricane Wilma passed south of the project area, with landfall approximately 30 miles south of Doctors Pass. • 2005: Collier Beach Restoration Project placed 667,600 cubic yards of sand from R-21 to R-79. • 2005-November: Approximately 53,600 cubic yards dredged and placed in the nearshore approximately a half mile south of the inlet near Lowdermilk Park between DEP reference monuments R-60 and R-62. • 2008-August: Tropical Storm Fay passed to the south. • 2009-April: Approximately 33,000 cubic yards of sand were dredged and placed in the nearshore between DEP reference monuments R-60 and R-62. • 2010: The Emergency Truck Haul Project for Naples Beach distributed approximately 3,000 cubic yards of sand from monument R-58A to R-58. • 2011-April: Over 3,000 tons of armor stone were added to the north jetty to widen the landward 160 feet of the jetty by 5 feet, increase the height of the seaward 240 feet to +6.0 feet NAVD, create a 2:1 (H:V) slope along the south side, and increase the seaward extent of the footprint by 4 feet on the seaward end. The beach immediately south of the pass from reference monument R-58 north to the south jetty was nourished with over 22,000 cubic yards of truck hauled sand. • 2012-June: Tropical Storm Debby impacted the west coast of Florida. • 2012: The Emergency Truck Haul Project for Naples Beach distributed approximately 12,000 cubic yards of sand from monument R-61 to R-63.5. 2013-October: Dredging of approximately 43,400 cubic yards of sand placed south of the inlet along the beach from the jetty to DEP reference monument R-58. • 2013-December: The Collier Beach Renourishment Project distributed approximately 66,000 cubic yards of sand from monument R-58A to R-69 with a segmented fill template. • 2014-December: The Collier Beach Renourishment Project distributed approximately 52,300 cubic yards of sand from monument R-58A to R-78 with a segmented fill template. • 2015-October. Permit 0331817-001-JC issued combining the Doctors Pass Dredging with the Collier County Nourishment project. 2016-January: The City of Naples experienced a meteotsunami' in January 2016. A graph of the observed water levels at the Naples Tide Station on January 17, 2016 documenting the meteostunami is included in Appendix C. 1 Meteotsunamis have the characteristics similar to earthquake -generated tsunamis but are caused by air pressure disturbances often associated with fast moving weather systems, such as squall lines. These disturbances can generate waves in the ocean that travel at the same speed as the overhead weather system. Development of a meteotsunami depends on several factors such as the intensity, direction, and speed of the disturbance as it travels over a water body with a depth that enhances wave magnification. NOAA 2015. (As with a tsunamis and wind generated waves, wavelength and celerity decrease as it moves into shallow water, increasing wave steepness and causing the wave to break.) 5 Packet Pg. 591 8.A.2 • 2017-September: Hurricane Irma impacted Collier County as the eye passed over the County on September 10 as a Category 3 major hurricane. The storm track is documented in Appendix C including brief descriptions of major storms impacting Collier County beach since 2004. • 2018-June: The construction of the erosion control structures south of the jetty and rehabilitation of the south jetty shown in the aerial photograph below. The structures consisted of a jetty spur, breakwater and detached permeable groin as well as a rehabilitated groin at the south end of the project area near monument R-58. • 2018-June/July: Pre -Construction survey for the Doctors Pass dredging project was conducted. • 2018-September: Completion of the 2018 Doctors Pass Dredging project with a pay quantity of 37,262 cubic yards2 based on the amount of sand dredged from the inlet. The sand was subsequently placed in nearshore disposal areas south of the inlet. • 2018-December: The City of Naples experienced a meteotsunami. A graph of the observed water levels at the Naples Tide Station on December 20, 2018 documenting the meteotsunami is included in Appendix C along with the storm tracks of the major storms impacting Collier County since 2004. • 2019-December: Park Shore beach, north of the inlet, was nourished with approximately 130,000 cubic yards of truck hauled sand from R-42 south to R-54. • 2020-March: The Collier County 2020 Physical Monitoring Survey was conducted for FDEP Range Monuments R-10 to R-84 by SDI. • 2020-April: The 18-month monitoring survey for the Doctors Pass dredging project was conducted by SDI. 2020-December: The beach from the south jetty south to R-60 was nourished with approximately 37,400 cubic yard of truck hauled sand in November and December. Tropical Storm Eta impacted the area during the construction in November. • 2021-January: The Collier Beach Nourishment Project Monitoring survey was conducted. • 2021-February: The 2.5-year post -dredge monitoring survey of the inlet for the Doctors Pass dredging project was conducted by SDI. • 2022 — From March to April Doctors Pass was dredged placing sand on the beach south of the inlet near Lowdermilk Park. • 2022 — The post -construction monitoring survey was conducted in April. • 2022 — Hurricane Ian impacted Collier County as the eye passed north of the County on September 28 as a Category 5 major hurricane. • 2022 — The post -Ian monitoring survey was conducted in November and December. The beach renourishment history for the Collier County Beach Nourishment Project for the reach south of Doctors Pass is summarized in Figure 1 overlaid on the rectified aerial image. 2 Pay quantity (2018) based on the As -Built Certification by APTIM. 6 Packet Pg. 592 8.A.2 DESIGN PLAN The permitted dredge template includes the sections listed below in Figure 4 with the associated dredge depth, and the sections are shown overlaid on an aerial image. The 2022 dredge template included only the Settling Basin and Entrance Channel; the Turning Basin and East/West Channels were not dredged as part of the 2022 project. Dredge.. (Feet NGVD) (Feet NA VD) *Settling Basin •I Entrance Channel - West •I I Entrance Channel - East :/ • Turning Basin -8.0 • SouthWest Channel - / • East Channel I South Channel -7.0 -8.3 m r. WEST CHANNEL -NORTH - -7 NGVD (-8.27 NAVD) ;► WEST CHANNEL - SOUTH - 41 MOORINGS HAY -8 NGVD (-9.27 NAVY) .1 - t_ EAST CHANNEL -7 NGVD 41C (-8.27 NAVD) r TURNING sAsrN -a NGVD _� (-9.27 NA VO) _ - � .. i ENTRANCE CHANNEL EAST � }•, 'rr �'jr,� in %t -8 NGVD (-9.27 NAVD) ENTRANCE CHANNEL WEST R f S -9 NGVD (-10.27 NAVD) 'aawtrNe aAr DOCTORS .,I PASS ..Y �.` s ai x 1► ._ SETTLING BASIN -14 NGVD C V (-15.27 NAVD) LbAfPA55 ONE FOOT OVERDREDGE SOUTH CHANNEL -7 NGVD (-8.27 NAVO)_• The monitoring area shown in Figures 3a and 3b includes DEP reference monuments R-58A-200 to T-62 on the south side of Doctors Pass and 77 Inlet Stations for the Settling Basin, Turning Basin, Entrance Channel, as well as the West and East Channels. The sand dredged from the permitted template in 2022 was placed between R-60 and R-61 +800 south of the inlet, as described in the Completion and Certification Statement enclosed as Appendix B. Additionally, Figures 3a and 3b show the permitted limits of the disposal areas for the 2022 project. 7 Packet Pg. 593 FIGURE 3a DOCTORS PASS MONITORING AREA AUTHORIZED ---- DREDGE LIMITS 2022 DREDGE TEMPLATE 03 M.H.W. . NAVD 1988 1.28' 1.68' NGVD 1929 2.28' j M.L.W. M.L.L.W. RELATIONSHIP BETWEEN NAVD 1988, NGVD 1929, MEAN HIGH WATER, MEAN LOW WATER, AND THE MEAN LOWER LOW WATE TIDAL DATUM (1983-2001 EPOCH). LABINS TIDE STATION "NAPLES-GULF OF MEXICO" NUMBER 872-5110 ENGiNEE ` COASTAL ENGINEERING DESIGN MOORINGS BAY = r - �,. r-s7 e I 8.A.2 I R-58A-200 y �` EROSION CONTROL STRUCTURES: R-58A JETTY SPUR, GROIN, O BREAKWATER, AND RESTORED r' GROIN CONSTRUCTED IN 2018 R-58A+300 � G �•li,. R-58+400 R-597�COMPASS COVE i � . 2003 BASELINE .� R-60 Lij 2022 FILL TEMPLATE R-60+518 7— IHURRICANE HARBOUR k s=. h , R-61+508 R-61 +816 t' m a m a U Q U CO) N O c a� t v crs Q 8 T-62 Packet Pg. 594 1 FIGURE 3b: DREDGE LIMITS & CROSS SECTION MONITORING STATIONS STATION NORTHING FEET EASTING FEET CONTROL INFORMATION A23MUTH STATION DEGREES NORTHING FEET EASTING FEET A23MUTH DEGREES ECO+00 669515.4 388244.3 161 TB1 670216.3 390061.1 202 EC1+00 669548.1 388338.8 161 TB2 670238.8 390005.5 202 EC2+00 669580.8 388433.3 161 TB3 670261.3 389949.8 202 EC3+00 669613.5 388527.8 161 TB4 670283.7 389894.2 202 EC4+00 669646.2 388622.3 161 E11+63 670368.4 390186.1 113 EC5+00 669678.9 388716.8 161 E12+39 670438.4 390216.3 113 EC5+83 669706.1 388795.6 160 E13+16 670508.5 390246.4 113 EC6+46 669728.2 388854.1 159 E14+11 670595.6 390284.5 114 EC7+08 669750.3 388912.7 163 E15+06 670682.7 390322.6 106 EC8+00 669771.8 389001.6 166 E15+67 670743.2 390332.4 99 EC9+00 669795.2 389098.8 166 E16+29 670803.7 390342.2 99 EC10+00 669818.7 389196.0 166 E16+90 670864.3 390351.9 99 EC11+00 669842.2 389293.3 166 E17+51 670924.8 390361.7 99 EC11+86 669862.3 389376.8 160 WO+00 670276.7 389935.3 85 EC12+43 669887.2 389428.1 154 WO+52 670328.8 389930.9 83 EC13+00 669912.0 389479.5 154 W 1+06 670382.0 389921.7 75 EC14+00 669955.5 389569.5 154 W 1+83 670454.8 389896.2 71 EC15+00 669999.1 389659.5 154 W2+60 670527.5 389870.8 71 EC15+70 670029.6 389722.6 154 W3+38 670600.3 389845.4 72 EO+00 669292.0 390238.0 64 W3+56 670617.9 389840.1 80 EO+34 669323.0 390223.0 68 W4+25 670686.9 389837.5 88 EO+72 669359.0 390211.0 77 W5+25 670786.9 389833.8 88 E1+24 669410.0 390204.0 79 W6+25 670886.8 389830.0 88 E1+41 669426.5 390199.8 76 W7+25 670986.7 389826.3 88 E1+89 669473.0 390188.0 72 W8+12 671074.0 389823.0 89 E2+36 669517.0 390171.0 63 W9+10 671171.7 389822.2 90 E3+24 669591.0 390123.5 57 W10+08 671269.5 389821.5 90 E4+12 669665.0 390076.0 64 W 11+06 671367.2 389820.7 90 E4+85 669733.9 390052.3 71 W12+03 671465.0 389820.0 90 E5+71 669815.5 390024.0 73 W12+71 671532.5 389820.0 90 E6+59 669900.3 390001.0 85 W13+38 671600.0 389820.0 94 E6+78 669918.9 390002.6 105 W14+26 671687.0 389828.0 95 E7+64 669997.7 390038.7 113 W15+13 671774.0 389836.0 95 E8+56 670082.7 390072.5 112 W16+00 671861.0 389844.0 94 E9+10 670133.3 390092.6 112 W16+88 671948.5 389848.8 93 E9+75 670193.8 390116.7 112 W17+76 672036.0 389853.5 93 E10+10 670226.2 390129.6 112 W18+63 672123.5 389858.3 93 E10+51 670264.1 390144.7 112 W19+51 672211.0 389863.0 93 E11+35 670342.4 390175.8 112 2022 DREDGE TEMPLATE n N O k O........... ... W 19+51 -*- 8.A.2 w18+63 a �� �, 1. 4 w,7+76-�- W16+88 W16+00 qj �•i,�� W15+13 W14+26- W9+10 W8+12 0 W7+ W3+56 N W3+38 E14+11 c� N W2+60 E13+16 v W1+83 �C E12+39 ti W1+06 �• E„+63. a " WO+52 E11+35 WO+00 E10+51 m O h hmM h0N E10+10 Q hm E9+75 U E9+10 Q L) E8+56 t " N E7+64 •� •'� E6+78� E6+59 O .. ...� O o.4t E5+71 4 i ....... ... n }f9� o�� •'�i E4+85 = k E4+12 m o Q E3+24 m ` s' DREDGE LIMITS E2� s E1+g9 t r' E1 +41 E7+24 HUbllti'fUN LiLIMIK1E ENGINEER. DA E OF P TOGRA H ECEMBER 2022. PHO OGRAPH PROPER c oaSinL OF COLLIER COUNTY tuaiNaR�NG ats++ APPRAISER'S OFFICE. E0+72 ♦, I � E0+34 +Y �� E0+00 r t R-58A+ ♦f i9 0 150 300 4 A 9 }`"` SCALE: 1:" = packet Pg. 595 8.A.2 MONITORING SURVEY DATA This report analyzes the post -Ian, or the 6-month post -construction survey in comparison to the immediate post -construction survey for the inlet and beaches as well as changes relative to the pre -construction survey. The surveyor's certification is attached as Appendix D-1, the inlet profiles are provided in Appendix D-2, and the beach profiles in Appendix D-3. The analysis in this monitoring report is based on data from the surveys listed below conducted for the scope of survey (or portion of) shown in Figures 3a and 3b: • Pre -construction survey conducted on March 29, 2022 by Park Coastal Surveying, LLC (Park) on behalf of APTIM. • Post -construction survey conducted on April 22, 2022 by Park on behalf of APTIM. • Post -Ian Monitoring Survey conducted from November 2 to December 9, 2022 by APTIM Environmental and Infrastructure, LLC.3 The scope of the pre and post construction surveys for the 2022 project was limited to the Settling Basin and Entrance Channel, as no dredging occurred in the Turning Basin, West or East Channel. Below is the most recent survey of the Turning Basin, West and East Channel since the post -Ian survey; it is shown on the inlet profiles included in Appendix D-2 for comparison purposes: • 2.5 year post -construction survey conducted in February 2021 by SDI. Also shown on the inlet profiles provided in Appendix D-2, two surveys to provide information on the location of rock within the dredge template limits: • Post -construction survey conducted in October 2013 by SDI. • Post -Construction survey conducted in September 2018 by Terraquatic, Inc. (TAQ). INLET SURVEY ANALYSIS Figure 3b shows the dredge limits, the location of the inlet survey stations, and the associated positioning control information overlaid on a December 2022 aerial image. The associated inlet cross -sections for these survey stations are shown in Appendix D-2 and delineated by section in Table 2. Table 2. Monitoring Area — Station Range Dredge Template Section Station Range Permitted Dredge Depth Feet NAVD *Settling Basin ECO+00 to EC6+17 -15.3 Entrance Channel - West EC6+17 to EC11+86 -10.3 Entrance Channel - East EC11+86 to EC15+70 -9.3 **Turning Basin E6+78 to E11+35 -9.3 West Channel - South WO+00 to W3+56 -9.3 West Channel - North W3+56 to W8+12 -8.3 West Channel W8+12 to W19+51 No Dredging East Channel E11+35 to E17+51 -8.3 South Channel EO+00 to E4+12 No Dredging South Channel E4+85 to E6+78 -8.3 *Settling Basin is permitted with a one -foot over -dredge allowance to -16.3 NAVD. **Turning Basin includes Stations TB-1 to TB-4 3 This monitoring survey was conducted on behalf of Collier County to document the changes along the coast due to Hurricane Ian ranging from Reference Monument R-1 south to R-148 on Marco Island including Wiggins and Doctors Pass. This survey did not include intermediate monuments. 10 Packet Pg. 596 8.A.2 A bathymetric contour map showing the results of the March 2022 pre -construction survey is shown in Figure 5a while the bathymetric contour map showing the results of the April and November 2022 post - construction monitoring surveys, including the survey station locations and dredge limits, are shown in Figures 5b and 5c. Darker shades of blue indicate greater water depths ranging to approximately -16 NAVD. In the following sections of this report, corresponding values between those shown in the tables and report text are highlighted in blue for ease of reference. The volumes in cubic yards (CY) shown in the tables were rounded to the nearest value of 10, and distances shown in feet are rounded to the nearest whole number. 11 Packet Pg. 597 h 'L 141L FIGURE 5a. DOCTORS PASS INLET YFYi MONITORING AREA - CONTOUR MAP MARCH 2O22 (PRE -CONSTRUCTION) OTES: CONTOURS BASED ON THE PRE -CON SURVEY CONDUCTED BY PARK COASTAL INC. DATED MARCH 2O22. PHOTOGRAPH DATED DECEMBER 2022 COURTESY OF COLLIER COUNTY. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. ° r m r �$ MOO F 1 } M 'I Q 20 ,y rt r, ;�,, .�_ ' r.• ice..., jr w w w .. a ` Packet Pg. 598 0 r FIGURE 5b. DOCTORS PASS INLET MONITORING AREA -CONTOUR MAP APRIL 2022Ar POST -CONSTRUCTION) �■' DTES: CONTOURS BASED ON THE POST -CON SURVEY CONDUCTED BY PARK COASTAL INC. DATED APRIL 2022. PHOTOGRAPH DATED DECEMBER 2022 COURTESY OF COLLIER COUNTY. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. T i + N6 21 a U 1. . - 0 -wor a' .- 13 �� racket Pg. 599 8.A.2 In order to interpret monitoring data to determine the advisability of maintenance dredging, it is important to understand there are areas within the channel template having never been dredged down to the permitted depth because of the presence of rock in those areas. This report utilizes the 2013, 2018 and 2022 project post -construction surveys to estimate the amount of rock in each section, in order to estimate the amount of material a dredging contractor could reasonably be expected to remove without dredging rock. Due to the uneven surface, or horizon of rock, there are practical limits to a residual amount of material left on top of rock after dredging. Furthermore, because of these conditions there will be some variation to the residual quantity of material, including the rock as determined from successive post - construction surveys. The total undredged volume of material (rock and sand) for each template section is shown in Table 3a. Columns C2 thru C4 show the undredged volume for the October 2013, September 2018, and April 2022 post -construction surveys. Comparing the post -construction volumes provides an indication of the volume of rock contained in each section: The lowest volume for each station within the template represents the estimated amount of rock and is shown in column C5. There are approximately 25,000 cubic yards (24,790) of rock located within the template limits; furthermore, over 96% (23,810/24,790) of the rock within the template is in the Settling Basin. Table 3a. Doctors Pass Inlet — Dredge Template Rock Volume (CY) Column C1 C2 C3 C4 C5 Dredge Template Post -Con Post -Con Post -Con Rock Section Volume Volume Volume Volume 10/2013 9/2018 4/2022 2013-2022 Settling Basin 23,810 30,640 36,090 23,810 Ent. Ch. -West 630 530 50 50 Ent. Ch. - East 0 30 160 0 Turning Basin 640 960 640 West Ch. - South 250 370 No 250 West Ch. - North 230 30 Survey 30 East Channel 220 10 Data 10 South Channel 350 0 0 Total: 26,130 32,570 36,300 24,790 Columns C2 thru C4 represent the undredged volume measured by the 2013, 2018, and 2022 post -construction surveys. The lowest value between the surveys, shown in column C5, represents the approximate upper surface of rock within the dredge template. The total undredged volume of material (rock and sand) for each template section is shown again in Table 3b. Columns C3 and C4 show the undredged volume for the April 2022 post -construction survey, and the November 2022 post -Ian surveys. Column C2 in Table 3b is the volume of rock from column C5 in Table 3a. The volume of sand available for dredging shown in Table 3b is the template volume (shown in columns C3 and C4) less the volume of rock (shown in column C2). The volume of sand available for dredging in April 2022 and November 2022 is shown in final two columns of Table 3b. There were approximately 12,500 cubic yards (12,440) of sand available within the template above the rock in April 2022. This undredged material can be seen near the Settling Basin rock in Stations ECO+00 east to EC5+83 provided in Appendix D-2. It should be noted: the rock surface is uneven, and it may not be possible to remove all the sand from over this uneven surface. There were approximately 25,500 cubic yards (25,410) of sand available within the template above the rock in November 2022. The majority of available sand is located within the Settling Basin, Entrance Channel - West, Turning Basin, and West Channel - South; totaling approximately 24,580 cubic yards (16,830 + 720 + 5,820 + 1,210) of sand, representing 97% of the 25,410 cubic yards available. 15 Packet Pg. 601 8.A.2 Table 3b. Doctors Pass Inlet — Dredge Template and Available Sand Volume (CY) Column C1 C2 C3 C4 C3-C2 C4-C2 Dredge Template Rock Template Volume (CY) Available Volume (CY) Section Volume Post -Con 6-Month Post -Con 6-Month 2013-2022 4/2022 11 /2022 4/2022 11 /2022 Settling Basin 23,810 36,090 40,640 12,280 16,830 Ent. Ch. -West 50 50 770 0 720 Ent. Ch. - East 0 160 20 160 20 Turning Basin 640 6,460 5,820 West Ch. - South 250 No 1,460 No 1,210 West Ch. - North 30 Survey 320 Survey 290 East Channel 10 Data 440 Data 430 South Channel 0 90 90 Total: 24,790 T 36,300 50,200 12,440 25,410 The values in the final two columns represent the difference between total available quantity calculated from survey data shown in columns C3-C4, and the rock volumes estimated from the 2013, 2018 and 2022 post -construction dredging surveys shown in column C2. This is the approximate amount of sand to potentially be removed without removing rock. The volumes shown in Tables 3a and 3b represent the actual volume of material within the limits of the dredge template including the over -dredge template. These volumes do not necessarily represent pay or dredged volumes as in the case of a "box cut". A "box cut" allows the contractor to dredge the bottom of the channel depth horizontally beyond the toe of the side -slope shown on the plans, essentially removing material from outside the channel template at the base of the channel, provided there is up -slope material able to fall, or slough off the top of the slope and fall into the area dredged beyond and outside of the toe of the slope. The over -dredge template allows the contractor to potentially dredge the entire design template by removing sand just beyond and beneath the design template in lieu of attempting to dredge along a side slope. Using a box cut is commonly applied in the dredging industry for this type of work to maximize the pay potential for the contractor, and to accommodate for dredging equipment logistics. As mentioned previously, some of the undredged material consists of rock and will not be removed. The volume change from the April 2022 post -construction survey to the November 2022 post -Ian monitoring survey is shown in Table 3c. The total volume change of Doctors Pass Inlet from April 2022 to November 2022 was 5,280 cubic yards over the roughly 6-month span between surveys. The rate of volumetric change of the inlet is approximately 10,500 cubic yards of sand per year (5,280/0.5) consistent with long-term shoaling at the inlet. Table 3c. Doctors Pass Inlet — Volume Change within the Dredge Template Dredge Template Section Volume Change (CY) 4/2022-11 /2022 Settling Basin 4,550 Entrance Channel - West 730 Entrance Channel - East Turning Basin Not Dredged in 2022 West Channel - South (No 4/2022 Survey West Channel - North Data) East Channel South Channel Total: 5,280 16 Packet Pg. 602 8.A.2 Figure 6a is a contour change map illustrating volumetric gain from sand accumulation shown ranging from dark blue to brown, within the Settling Basin and Entrance Channel (extent of the post -construction survey) for the most recent monitoring period from April 2022 to November 2022. (Note: elevation changes of less than one foot are not shown). The largest changes in elevation occurred in the Settling Basin southwest of the north jetty. Changes within the Entrance Channel show accumulation at the west end and loss of sand at the east end near the Turning Basin. The accumulation shown at the west end of the Entrance Channel indicates elevation change since the post -construction condition and does not necessarily represent material within the dredge template as can be seen on the profiles provided in Appendix D-2. Due to the availability of survey data for the Turning Basin, east and West Channel, Figure 6b, another contour change map, shows changes from the previous monitoring survey in February 2021 to November 2022. This portion of the monitoring area was not dredged in 2022. Although not significant, accumulation can be seen at the northern portion of the Turning Basin and in the northern portion of the East Channel. 17 Packet Pg. 603 FIGURE 6a. DOCTORS PASS INLET MONITORING AREA SETTLING BASIN & ENTRANCE CHANNEL CONTOUR CHANGE MAP APRIL 2022 TO NOVEMBER 2022 POST -CONSTRUCTION TO POST-IAN SURVEY) TOTES: CONTOURS BASED ON SURVEYS CONDUCTED BY PARK COASTAL INC. AND AV'APTIM DATED APRIL 2022 AND NOVEMBER 2022. PHOTOGRAPH DATED DECEMBER 2022 COURTESY OF COLLIER COUNTY. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. �1 4s i N r � h � a .ti w 1 y 1 � 100 200 300— - i 1" �- s• Y � a J F 63 76 IIr 'i 11 +88 00 HUMISTON & MOORE ENGINEERS' , COASTAL ENG5NEER1NG DESIGN 'I AND PERMITTING 'h a 1. & i ii a 1Opp- 18 +.� �1 AIE17D�W- ' • Packet , 904 FIGURE 6b. DOCTORS PASS INLET MONITORING AREA TURNING BASIN, EAST & WEST CHANNEL CONTOUR CHANGE MAP FEBRUARY 2021 TO NOVEMBER 2022 'PRE -CONSTRUCTION TO POST-IAN SURVEY) OTES: CONTOURS BASED ON SURVEYS CONDUCTED BY SDI AND lr. APTIM DATED FEBRUARY 2021 AND NOVEMBER 2022. PHOTOGRAPH DATED DECEMBER 2022 COURTESY OF COLLIER COUNTY. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. �1 4s i N LIg P r 1 � h � a 1 y 1 � 100 200 300— - i 9w1" It- y. �- s• Y J �F aJ 4dr y ' 8.A.2 o r yr' 1 HUMISTON ''$ & MOORE ENGINEERS'-4 COASTAL ENG5NEER1NG DESIGN i•' AND PERMITTING 'h a 1. & w W LL Z w (D Z Q _ U Z O Q W J a '• 1 Y.pp- . - 19 �. 7�Fe Packet , 905 8.A.2 Figure 7 depicts the location of a centerline profile through the Settling Basin and Entrance Channel in plan view and the associated cross-section. The rectified image shown in Figure 7, acquired on December 2022, shows the approximate location of shoals near the mouth of the inlet, outlined for clarity. The March 2022 pre -construction, April 2022 post -construction, and the November 2022 post -Ian monitoring survey profiles are shown on the cross-section as well as the 2013 and 2018 post -construction profiles to indicate the location of rock. This profile extends from the west edge of the Settling Basin to the northeast end of the Entrance Channel. Accumulation of material is evident in the Settling Basin from Station EC3+00 to EC4+00, and the scouring effects of Hurricane Ian are visible at the east end of the Entrance Channel. Figures 7. Settlin Basin and Entrance Channel Cross Section r O W O c+ o { 0 v c. N 9 ago a. LEGEND 2013-10 POST -CONSTRUCTION (SDI) 2018-08 POST -CONSTRUCTION (TAG) 2022-03 PRE -CONSTRUCTION (PARK) 2022-04 POST -CONSTRUCTION (PARK) 10 2022-1 1 POST-IAN MONITORING (AP2M) s 0' NAVD x -5 TURNING BASIN -9.3 NAVD NAVD CIS. AID 16.3 NA VD m -20 2 T U g g -25 W W W W W W W W W W W W W W yVj -30 0 200 400 600 80D 1000 f100 1400 1600 1800 (WEST) DISTANCE (FT.) (EAST) Figure 8 shows a contour map of the elevations greater than -5.0 mean low water (MLW) or -6.7 NAVD, a random elevation used to expose relatively shallow areas in the channel. There are two main locations within the dredge template having elevations greater than -5.0 mean low water. The first is the north end of the Turning Basin, corresponding with the accumulation noted in Figure 6b, and the second area is a continuation of the first along the east side of the West Channel. Both the majority of the Turning Basin and West Channel contain elevations below -5 feet MLW. Note, bathymetric profiles of the West (Station W8+12 north to W12+03) and South Channels (Station EO+00 north to E4+85) outside of the dredge template are provided in Appendix D-2. 20 Packet Pg. 606 8.A.2 4#mpv22, ' a FIGURE 8. DOCTORS PASS INLET �. MONITORING AREA - CONTOUR MAP_ ELEVATIONS ABOVE -5.0 MLW (-6.7 NAVD) i NOEMBER 2022 r POST-IAN MONITORING SURVEY) ■ DTES: CONTOURS BASED ON THE POST-IAN MONITORING SURVEY CONDUCTED BY APTIM DATED NOVEMBER 2022. PHOTOGRAPH DATED NOVEMBER 2019 COURTESY OF COLLIER COUNTY. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. l4 \ r� C � r 7 0 100 200 300; An '"� t't �HUMISTON t & MOORE ENGINEER j I ` COASTAL ENGfNEERING DESIGN AND PERMITTING 21 E s U IiIiiaoa Packet Pg. 607 8.A.2 BEACH SURVEY ANALYSIS The beach south of the south jetty for Doctors Pass was surveyed from the DEP Reference Monument R-58A-200 south to T-62. The pre -construction, post -construction, and post -Ian monitoring surveys for the beach profiles are shown in Appendix D-3. The 2006 Collier Renourishment Project established a Design Standard beach width of 1 00'for the section of beach analyzed in this report, based on a fixed baseline established in 2003. The baseline shown in Figure 3a and 3b was set at the seawall, edge of vegetation, building line or equivalent, at each monument, and the beach width was determined by the distance from the baseline to the mean high water elevation of +0.33 NAVD (+1.61 NGVD) at each DEP reference monument. Thus, the baseline was established at approximate 1,000-foot intervals to evaluate future beach conditions. This dry sandy beach width was then compared to the Design Standard for each DEP reference monument surveyed in the most recent monitoring survey. The section of beach adjacent to and south of Doctors Pass (from the south jetty to R-58) has been nourished in the past; however, a Design Standard beach width of 100 feet or more was not sustainable at this location. The erosion control structures were completed in 2018, prior to the 2018 dredging of Doctors Pass, and are intended to work in conjunction with the beach disposal immediately south of Doctors Pass for improved beach sustainability. This would require sand placement on an average of approximately 40,000 cubic yards on a 4-year cycle from maintenance dredging of Doctors Pass. Consequently, the performance of the structures will be based on the volumetric analysis described by the approved monitoring plan associated with the Doctors Pass Erosion Control Structures Project (DEP permit 0338231-002-JN). Although the beach width and shoreline change are discussed in this report, the analysis of beach width vs. the Design Standard is addressed in the Collier County Beach Nourishment Project Annual Monitoring Summary' (DEP permit 0331817-001-JC). To date, the structures have performed well in reducing the rate of sand loss in the project area. ' Collier County Beach Nourishment Project 2023 Annual Monitoring Report (Permit No. 0331817-001-JC) is due to be published and submitted to DEP later this year. 22 Packet Pg. 608 8.A.2 Figure 9 is a schematic depiction of the elements involved in the analysis of shoreline and volume change in this report for beach profiles R-58A to R-62. (This case shows a beach width greater than the Design Standard.) Two adjacent DEP reference monuments and associated monitoring azimuths are shown along with the baseline, Design Standard width (100 feet), mean high water line (MHWL), and approximate depth of closures (DOC). Also shown are comparative beach profiles at the adjacent monuments and the associated area change between the monitoring surveys to be compared. Shoreline change is the difference in the "Distance from the Baseline to MHWL" for different monitoring surveys. Volumetric change, determined by the formula shown (at the bottom of the figure) for the average end area method, utilizes the cross -sectional area change for different monitoring surveys at adjacent monuments and the length of beach between those monument profiles. Figure 9. Schematic Diagram for Typical Shoreline and Volumetric Change Analysis �Q 0 BASELINE � 0 MEAN HIGH ----� - _ _ O¢\ LENGiH OF BE WATER LINE (MHWL) a a�� OISTgNCE BETIVE TWEENFCRDSS SiS ANCE OR 4 �o 44 "COMPARATIVE BEACH PROFILES AND ASSOCIATED AREA CHANGE ��4ti ti APPROXlMA rE DEprH pF CLOSURE NOTES. 1. DESIGN STANDARD IS 100' ON NAPLES BEACH. 2. AREA 1 AND AREA 2 REPRESENT CROSS SECTIONAL AREAS OF CHANGE J. EXHIBIT IS TYPICAL AND ACTUAL DISTANCES VARY. (AREA I f AREA 2)12 X EFFECTIVE DISTANCE = VOLUME CHANGE I tE �I I; r� �♦ 5 Depth of closure (DOC) is the depth beyond which changes in bottom elevation are considered to be negligible and is the point at which profile lines for different surveys should therefore merge or "close". A depth of -11.3 feet NAVD has historically been used by Collier County for the seaward limit of volume change computation. 23 Packet Pg. 609 8.A.2 Shoreline and volumetric change were determined at each monument for the pre, post -construction, and monitoring surveys. Shoreline change is the distance between the location of the mean high-water elevation for different surveys while volumetric change compares the change in the volume of sand between surveys (by convention positive values indicate accretion and negative values indicate erosion). The nearshore limit used for the determination of the volume of sand was the baseline while the offshore limit was the intersection of the post -construction profile and the -11.3 NAVD (-10.0 NGVD) estimated (DOC) used in previous monitoring reports for Collier County. The effective distance (shown in column 3 of Table 4a) used to compute volume, or the distance along the beach between beach profiles, is the perpendicular distance between monument profile lines. The volumetric change was computed utilizing the average end area method. The distance from the baseline to the shore normal limit used for the volumetric analysis determined by the estimated DOC is shown in the last column of Table 4a. These volumetric limits are also shown graphically on the beach profiles included in Appendix D-3. Sand dredged from Doctors Pass in 2018 was placed in two sections of the coastline shown in Table 4a: from the jetty south to monument R-58+400, and near Lowdermilk Park from monument R-60 south to R-61+816 denoted as "2018 North Fill Template" and "2018 South Fill Template", respectively, in the first column of Table 4a. The 2020 nourishment project, extents also shown in Table 4a, placed approximately 37,400 cubic yards of sand from the jetty south to R-60. The 2022 project placed sand at Lowdermilk Park between R-60.1 to R-61.0. Additional material was pushed down the beach towards R-61+800.6 Table 4a. Beach — Distance between Monuments and Distance to Depth of Closure Fill Template Extents Monument Shore Parallel Distance Shore Perpendicular to Adjacent Monument Distance from Baseline Feet to DOC Feet R-58A-200 458 800 2018 (North) R-58A 300 760 Fill Template R-58A+300 245 700 R-58 396 641 R-58+400 619 590 2020 Fill R-59 1071 575 Template R-60 527 515 R-60+518 527 562 2018(South)and R-61 508 615 2022 Fill R-61+508 319 600 R-61+816 207 552 Templates T-62 - 580 • Offshore limits may be adjusted from the typical elevation (-11.3 NAVD) to accomodate structure location, and offshore profile changes (e.g. changes due to dredging). • Although shown from R-60 to T-62 for clarity and conformance with Table 3b and 3c, the 2022 project fill actual extents are from R-60.1 to R-61.8. Beach width for the pre -construction, post -construction, and post -Ian surveys and the corresponding shoreline change for each monument in the monitoring area is shown in Table 4b while the associated volume change is shown in Table 4c. Throughout the 2022 monitoring, monuments with beach widths near or below the Design Standard (72-103) are R-58A+300 and R-58, located in dynamic areas in close proximity to structures. All other monuments remained above the Design Standard as well as the average widths for the 2022 fill area (126) and beach to the north (116). In spite of significant upland losses due to Hurricane Ian, and loss of average beach width (-10 and -7); considering the entire beach profile (upland and offshore), the monitoring area gained volume from the pre -construction to post -Ian condition (17,630 and 7,350). These changes are evident on the beach profiles provided in Appendix D-3. 6 Completion Statement provided in Appendix D-1. 24 Packet Pg. 610 8.A.2 Table 4b. Beach - Shoreline Change Beach Width (Feet) Shoreline Change (Feet) DEP 3/2022 4/2022 11/2022 3/2022 to 4/2022 to 3/2022 to Monument Pre -Con Post -Con Post -Ian 4/2022 11/2022 11/2022 R-58A-200 119 114 116 -5 2 -3 R-58A 188 176 182 -12 6 -6 R-58A+300 94 91 72 -3 -19 -22 R-58 103 78 94 -25 16 -9 R-58+400 105 100 - -5 - - R-59 128 117 117 -12 1 -11 R-60 106 123 114 17 -9 8 R-60+518 138 187 - 49 - - R-61 162 181 156 19 -25 -6 R-61+508 139 125 - -14 - - R-61+816 135 129 - -6 - - T-62 131 119 108 -12 -11 -23 Averages (Feet) R-58A to R-59 123 113 116 -10 1 -10 R-60 to R-62 135 144 126 9 -15 -7 • Beach Width = Distance from the Baseline to the MHWL. • Gray shading indicate the 2022 nourishment extents. • Although shown from R-60 to T-62 for clarity and conformance with Table 3a and 3c, the 2022 project fill actual extents are from R-60.1 to R-61.8. Table 4c. Beach - Volume Change Volume Change (Cubic Yards) Monument Range 3/2022 to 4/2022 to 3/2022 to 4/2022 11/2022 11/2022 R-58A-200 to R-58A -1,050 5,800 4,750 R-58A to R-58A+300 100 930 1,030 R-58A+300 to R-58 120 760 880 R-58 to R-58+400 -3,680 8,730 4,820 R-58+400 to R-59 -4,040 R-59 to R-60 3,040 3110 6150 R-60 to R-60+518 6,380 -550 8010 R-60+518 to R-61 7,090 R-61 to R-61+508 1,880 R-61 +508 to R-61 +816 -70 -3520 -660 R-61 +816 to T-62 -240 Totals (Cubic Yards) R-58A to R-59 -5,510 1 19,330 17,630 R-60 to R-62 15,040 -4,070 7,350 • Monument range R-58A to T-58 includes the distance from the south jetty to T-58. • Gray shading indicate the 2022 nourishment extents. • Although shown from R-60 to T-62 for clarity and conformance with Table 3b and 3c, the 2022 project fill actual extents are from R-60.1 to R-61.8. 25 Packet Pg. 611 8.A.2 Figure 10 shows the location of the MHWL for the pre -construction, post -construction, and post -Ian monitoring surveys, as well as the location of the 2003 Baseline. The gain in beach width from R-60 south due to the 2022 dredging project and the subsequent accelerated equilibration due to Hurricane Ian is evident. It should also be noted; the 2003 baseline was established in approximately 1,000-foot increments without consideration to changes between monuments therefore comparisons to the Design Standard at intermediate monuments could be misleading. Design quantities for fill projects consider other factors as well as erosion or accretion including the existing beach width, advance nourishment requirements, predicted erosion prior to construction, storm losses, tapers, gaps, berm height, design life, and estimated end losses. 26 Packet Pg. 612 8.A.2 / 1• I' •' 1 1 �� JETTY SPUR R,58q \2Do t LEGEND 2022-03 PRE —CON (PARK) BREAKWATER 2022-04 POST —CON (PARK) 2022-11 POST—IAN (APTIM) R,584 _"~ — • —2003 BASELINE I GROIN Rs0t51e R,58,4,,300 R'58 LOWDERMILK BEACH PARK GROIN REHABILITATION R-61 R,58"400 s 4 2003 • BASELINE R,s,�soa �•�•� Y n. 0 125 250 SCALE: 1 " = 250' DATE OF PHOTO 12/2022 iMISTO- 6? OORE a . TAL , " ' PAFA Packet Pg. 613 1 8.A.2 AERIAL IMAGES The 2023 rectified aerial image files required under the monitoring plan and provided by the Collier County Property Appraiser's Office, in Mr. Sid format referenced to the NAD83 datum in feet Florida East Zone, were submitted to the Department on March 31, 2023. ENVIRONMENTAL The permittee has reviewed the specific Reasonable and Prudent Measures (RPMs) and Terms and Conditions in the Revised Statewide Programmatic Biological Opinion dated 13 March 2015 and the Piping Plover Programmatic Biological Opinion dated 22 May 2013, and agreed to follow the measures included to minimize impacts to nesting sea turtles and the piping plover. Collier County (permittee) is currently conducting the sea turtle nesting monitoring program headed by Maura Kraus (Mau raKraus(aD-colIiergovfl.net) and the shorebird monitoring program headed by Christopher D'Arco (ChristopherDarco(a�colliergovfl.net). The programs include the following: • Sea turtle nesting monitoring is an ongoing program with the County including escarpment surveys. • Shorebird monitoring has been conducted by the County, as the program is transitioned from the Conservancy of Southwest Florida, including breeding and non -breeding birds, piping plovers and red knots. • Compaction testing and subsequent tilling is conducted by the County. • Results of the surveys are submitted to the appropriate agencies. • Educational material including signage, flyers, kiosks, etc. are continually reviewed and improved in part by County staff. • Pre -construction meetings are held prior to the start of any project. Shorebird and sea turtle monitoring procedures during construction are discussed and implemented accordingly. • In 2013 the County adopted and implemented a hardbottom biological monitoring plan including annual reporting and agency submittal. • The County continues to make every effort in order to maintain compliance with the conditions of the SPBO and the P3BO, and the conditions of the associated Corps and DEP permits. Sea Turtle monitoring reports, lighting guidelines, and Fish and Wildlife Conservation Commission Codes and Technical Reports are posted on the County website: http://www.coll iergov. net/your-government/divisions-f-r/parks-and-recreation/sea-turtle- protection/publications-reports The Collier County Coastal Zone Management provides information to the public on a wide variety of coastal programs and projects: http://www.colIiergov.net/your-government/divisions-a-e/coastal-zone-management And information on protected species: http://www.colliergov.net/your-government/divisions-a-e/environmental-services/protected-species The 2022 project was constructed from March to April 2022. There were no impacts to seagrass, hardbottom reef habitat, historical items, archeological materials, cultural resources, shorebirds or manatees. The completion documents provided in Appendix C were submitted to the DEP on June 7, 2022. 28 Packet Pg. 614 8.A.2 CONCLUSIONS & RECOMMENDATIONS The 2022 dredging of Doctors Pass, conducted from March to April 2022, removed approximately 12,500 cubic yards of sand from the Settling Basin and Entrance Channel and placed the sand on the beach, south of the jetty and near Lowdermilk Park Beach. A pre -construction survey of the inlet and beach was conducted in March 2002, post -construction survey in April 2022, and a Post -Ian monitoring survey in November 2022. Based on the November 2022 survey there is approximately 25,000 cubic yards (Table 3b; 25,410) of sand available within dredge template above the apparent rock layer. Based on the progressive surveys along the inlet stations within the Settling Basin, shoaling appears to be increasing along the nearshore bar. This bar extends from north of the inlet across the Settling Basin. Doctors Pass has been dredged six times in the last 20 years as shown in Table 5 with sand placed in the nearshore and then on the beach beginning in 2013. A total of approximately 188,000 cubic yards have been dredged and placed south of the inlet since 2002 yielding an infilling rate for the Doctors Pass dredge template of approximately 9,000 per year (188,000-9,0001/2022-2002). In the 6 months since the 2022 dredging project there has been an infilling rate of approximately 10,500 cubic yard per year (5,280/0.5), slightly more than the average 20-year shoaling rate of approximately 9,000 per year. Table 5. Doctors Pass Dredging 2002-2022 Year Disposal Sand Placement Contractor Dredge Volume (CY) 2002 9,000 2005 Nearshore R-60 to R-62 Subaqueous Services, LLC 16-inch Hydralic 53,600 2009 32,500 2013 Onshore Inlet to R-60 Orion Dredging Services 14-inch Hydraulic 43,400 2018 Nearshore Inlet to R-58.5 & Ferreira Construction 18-inch Hydraulic 37,000 R-60 to R-61.8 2022 Beach R-60 to R-61.8 Gator Dredging 18-inch Hydraulic 12,500 Total CY : 188,000 As a consequence of Hurricane Ian an emergency berm is being constructed throughout most of the developed Collier County shoreline, including the beach segment from R-58A south thru the monitoring area. The upland berm extends landward to the baseline having a crest elevation of +6.0 feet NAVD. The monitoring area includes the beach immediately south of the inlet from the south jetty to monument T-621. During the most recent dredging event, the sand dredged from the inlet was placed on the beach near Lowdermilk Park. In spite of the impact from Hurricane Ian, the average beach width is over the Design Standard of 100 feet within the monitoring area, and general volumetric gain since the pre - construction survey. The dynamic beach in the vicinity of R-58A+300 and R-58 should be monitored closely while project monitoring continues according to the physical monitoring plan provided in Appendix A. No dredging is recommended at this time. 9,000 cubic yards represents accumulation occurring prior to 2002. $ The section of beach discussed in this report will also be discussed in the Collier County Beach Nourishment Project Annual Monitoring Summary and will be further discussed in the Doctors Pass Erosion Control Structures Monitoring Summary due to be submitted later this year. 29 Packet Pg. 615 8.A.2 REFERENCES APTIM, As -Built Certification by Professional Engineer, January 2022 Atkins, Doctors Pass 2014 1-Year Post -construction Engineering Monitoring Report, January 2015 Atkins, Doctors Pass 2013 Engineering Monitoring Report, April 2013 Coastal Planning and Engineering, Inc., Wiggins Maintenance Dredging, Collier County Beach Nourishment from an Upland Sand Source and Doctors Pass North Jetty Rehabilitation Projects 2011 Post -construction Report, June 2011 Coastal Planning and Engineering, Inc., North County Passes: Wiggins, Doctors, and Clam Passes 2010 Engineering Report, October 2010 Coastal Planning and Engineering, Inc, Wiggins and Doctors Passes 2009 Maintenance Dredging Post - Construction Report, July 2009 Coastal Planning and Engineering, Inc., Physical Monitoring Plan for the Doctors Pass Maintenance Dredging Project, March 2005 Florida Department of Environmental Protection, Doctors Pass Inlet Maintenance Dredging, Permit 0235740-001-JC, August 12, 2005 Florida Department of Environmental Protection, Doctors Pass Inlet Maintenance Dredging, Permit 0331817-001-JC, October 2, 2015 Florida Department of Environmental Protection Bureau of Beaches and Coastal Systems, Strategic Beach Management Plan for the Southwest Gulf Coast Region, April 2020 Humiston & Moore Engineers, Collier County Beach Nourishment Project 2022 Post -Construction Monitoring Summary, April 2022 Humiston & Moore Engineers, Doctors Pass Maintenance Dredging 2.5 Year Post -Construction Monitoring Summary, March 2021 Humiston & Moore Engineers, Doctors Pass Erosion Control Structures Project 2022 Post -Construction Monitoring Summary, December 2022 US Army Corps of Engineers, Department of the Army Permit SAJ-2004-8754 (IP-SJF) 30 Packet Pg. 616 8.A.2 APPENDIX A PHYSICAL MONITORING PLAN APPROVED AUGUST 25, 2017 Packet Pg. 617 APPROVED $'A' Physical Monitoring Plan Permit#: 0331817-004-JM Approved: August 25, 2017 Attachment No. 37-1 Beaches Inlets and Ports Program Physical Monitoring Plan August 2017 Physical monitoring of the Collier County Beach Renourishment Project requires the acquisition of project -specific data to include, at a minimum, topographic/bathymetric surveys of the beach, offshore, and borrow site areas. The monitoring data is necessary in order for both the project sponsor(s) and the Department to regularly observe and assess, with quantitative measurements, the performance of the project, any adverse effects which have occurred (e.g. to adjacent shorelines), and the need for any adjustments, modifications, or mitigative response to the project. The scientific monitoring process also provides the project sponsor(s) and the Department, information necessary to plan, design, and optimize subsequent follow-up projects; potentially reducing the need for and costs of unnecessary work, as well as potentially reducing any environmental impacts that may have occurred or be expected. This plan is a detailed Monitoring Plan required by FDEP (Permit No. 0331817-004-JM). Dredging of Doctors Pass is anticipated to occur every 4 years. Specific requirements are as follows: a. Pre -construction topographic and bathymetric profile surveys of the beach and offshore shall be conducted within 90 days prior to commencement of construction. Surveys conducted for purposes of construction bidding and contracting may be used to provide pre -construction conditions. When only a partial project is constructed, pre -construction surveys can be limited to the construction area plus 5,000 feet north and south or to the edge of the nearest inlet. Post -construction topographic and bathymetric profile surveys of the beach and offshore shall be conducted within 60 days following completion of construction of the project. Surveys conducted for purposes of construction contracting and payment may be used to provide immediate post -construction conditions. When only a partial project is constructed, post -construction surveys can be limited to the construction area plus 5,000 feet north and south or to the edge of the nearest inlet. Thereafter, topographic and bathymetric monitoring surveys shall be conducted biennially until the next beach nourishment event or the expiration of the project design life, whichever occurs first. The monitoring surveys shall be conducted during a winter or spring month and repeated as close as practicable during that same month of the year. If the time period between the immediate post -construction survey and the first annual monitoring survey is less than six months, then Collier County may request a postponement of the first monitoring survey until the following winter or spring. If the monitoring survey falls within 6 months of construction, it may substitute for the pre - construction survey. In the event that a post -storm survey of the project monitoring area is conducted, this post -storm survey may serve as a biennial monitoring survey. The monitoring area shall include profile surveys at each of the Department of Environmental Protection's reference monuments within the bounds of the beach fill area Packet Pg. 618 8.A.2 and along up to 5,000 feet on the adjacent shoreline on both sides of the beach fill area. For this project, this will include DEP reference monuments in Collier County from R-17 to R-84 inclusive. An intermediate profile is established south of Doctors Pass, and labeled R-58A. FDEP profile lines R-58A, R-58, R-59, R-60, R-60+518, R-61, R-61+408, R-61+816, and R-62 shall be surveyed within 90 days prior to commencement of a Doctors Pass dredging operation and within 60 days following the completion of a dredging operation. Only the profiles associated with the disposal area used and one profile to the south needs to be surveyed. These profiles shall be integrated with annual monitoring where practical. Additional lines are to be surveyed within 90 days prior to commencement of a renourishment project in the Park Shore extension area (near Clam Pass between R-42 to R-43+500) and within 60 days following the completion of placement. Bathymetric and topographic surveys in the vicinity of Clam Pass in support of nourishment of the extended Park Shore placement area (near Clam Pass) will take place in Segments A and B at approximately 100 foot intervals and at intermediate points between existing R- monuments. Special survey lines shall be surveyed in the vicinity of Clam Pass Park to document the potential impact to inlet stability by beach nourishment in the extended Park Shore reach, inlet dredging disposal within the south Clam Pass disposal area, or natural forces. Additional beach profile surveys will be taken at R-41+470, R-42-250 and R-42+500. The cross sections in Segment A (inlet throat) include station 0+00, 1+00, 2+00 and 3+00. Segment B consists of Stations 4+10, 5+10 and 6+10. These segments should be the first to show instability in the inlet due to various causes. The survey will occur pre- and post -construction and 1-year and 2- year post construction of the Nourishment Project in Clam Pass Park north of R-44+500, or until the next maintenance dredging of Clam Pass, whichever occurs first. Profile surveys shall extend landward to the seawalls or 50 feet landward of the 5.0' contour line. Profile surveys will extend seaward to the —14.3' NAVD contour or 2,000 feet from the shoreline, whichever is the greater distance. All work activities and deliverables shall be conducted in accordance with the Department's May 2014 Monitoring Standards for Beach Erosion Control Projects, Sections 01000 - Beach Profile Topographic Surveying and 01100 - Offshore Profile Surveying. b. Bathymetric surveys of borrow area T1 are not required. Borrow Area T1 is located approximately thirty-three (33) miles to the northwest and offshore of the placement area, outside of State waters, and is not covered under the State permit requirements. No post -construction survey of Borrow Area T1 is planned, other than the survey performed by the dredger using a registered Florida surveyor. C. Bathymetric surveys of Doctors Pass are required pre- and post -construction as well as annually for monitoring purposes. A pre -construction bathymetric profile survey of Doctors Pass and Moorings Bay shall be conducted within 90 days prior to 2 Packet Pg. 619 8.A.2 commencement of a dredging operation. A post -construction bathymetric profile survey shall be conducted within 60 days following the completion of a dredging operation. If the Contractor's pay survey of the inlet meets the requirements of post -construction survey as stated below, Contractor's pay survey(s) will be submitted as the post -dredge survey. These surveys can be integrated with annual monitoring where required. Between dredging operations, monitoring surveys shall be conducted biennially until the permit expires. The monitoring surveys shall be conducted during the same month that the previous post -construction survey was taken. The monitoring area shall include channel profile surveys at the lines appearing in Figure 1 and on Tables 1-5. As a minimum, profile surveys shall extend to the limits indicated in Figure 1 and on Tables 1- 5. All work activities and deliverables shall be conducted in accordance with the Department's May 2014 Monitoring Standards for Beach Erosion Control Projects, Sections 01000 — Beach Profile Topographic Surveying and 01100 — Offshore Profile Surveying. d. The Permittee shall submit electronically an engineering report and the monitoring data to the Division of Water Resource Management within 90 days following completion of the post -construction survey or biennial monitoring survey. The survey data and control information shall be submitted electronically in accordance with the Department's paperless initiative, in an ASCII format stored as specified in the Department's May 2014 Monitoring Standards for Beach Erosion Control Projects, Sections 01000 - Beach Profile Topographic Surveying and 01100 - Offshore Profile Surveying. The report will summarize and discuss the data, the performance of the beach fill project, and identify erosion and accretion patterns within the monitored area. Results should be analyzed for patterns, trends, or changes between surveys and cumulatively since project construction. In addition, the report shall include a comparative review of project performance to performance expectations and identification of adverse impacts attributable to the project. The report shall specifically include: • The record of volume and location of beach nourishment and beach placement of inlet sand bypassing material. • The volume and percentage of advance nourishment lost since the last beach nourishment project as measured landward of the MHW line of the most recent survey; • The most recent MHW shoreline positions (feet) in comparison with the design beach width at each individual monument location; • The MHW shoreline position changes (feet) relative to the pre -construction survey at each individual monument location for all the monitoring periods; • The total measured remaining volume (cy) in comparison with the total predicted remaining volume (cy) above the MHW line and above the Depth of Closure for the entire project area over the successive monitoring periods; and, • Other shoreline position and volumetric analysis the Permittee or engineer deem useful in assessing, with quantitative measurements, the performance of the project. 3 Packet Pg. 620 8.A.2 The report shall include computations, tables and graphic illustrations of volumetric and shoreline position changes for the monitoring area. An appendix shall include superimposed plots of the two most recent beach profile surveys, the design profile and pre- and post -construction beach profile at each individual monument location. The approved Monitoring Plan can be revised at any later time by written request of Collier County and with the written approval of the Department. If the project is constructed in separable reaches or if one or more reach is eliminated, the monitoring limits shall be modified, accordingly. When evaluating the performance of beach renourishment in the extended Park Shore Placement Area (near Clam Pass) the following should be taken into consideration: The purpose of nourishment in Clam Pass Park is to restore erosion losses since 1999 by maintaining a beach width from the baseline of 80 feet, while the purpose of Clam Pass dredging is to restore the alignment of Clam Pass to the previously approved location and to conduct periodic maintenance dredging of a portion of the Clam Pass Channel in order to maintain tidal exchange between Clam Bay and the Gulf of Mexico. A number of parameters are provided in the NRPA Management Plan (2014) for consideration for determining whether to consider maintenance dredging. These include tidal range data, cross sectional areas in Sections A, B and C of the inlet and flood shoal, volume of shoaled material, inlet length and ebb shoal location. The amount of sand to be dredged during each maintenance dredge event will be based on a pre -construction survey conducted prior to each maintenance event. The inlet throat (Segment A) will be graded as necessary to shape the inlet so that it closely mimics the natural inlet cross section at stable inlet conditions. The beach -compatible sand will be placed north of the Pass, along Pelican Bay Beach, and south of the Pass, along Clam Pass Park Beaches. Analysis of post -nourishment physical monitoring data will evaluate shoaling rates within the Clam Pass dredging template including Sections A, B and C. The shoaling rates and inlet stability parameters will be compared to critical conditions as identified in the Clam Pass NRPA Management Plan. f. Monitoring reports and data will be submitted to the FDEP, Division of Water Resources Management, JCP Compliance Officer, in Tallahassee. The report and individual submittals will be labeled at the top of each page: "This monitoring information is submitted in accordance the approved Monitoring Plan for Permit No. [XXXXX-XXX-JC] for the monitoring period [XX]." A9 Packet Pg. 621 8.A.2 Phvsical MonitorinLFSummary Monitoring Task Pre- Post- 1st 2nd 3rd 4th Project Project Year Year Year Year Beach Profile Surveys1,2 X X4 X X R-17 to R-84 Bathymetric Surveys Borrow Area T1 X Bathymetric Surveys Doctors Pass X X Bathymetric Surveys 5 Clam Pass X X X X Monitoring Report X X X 'Surveys from R-17 to R-21 may be conducted as part of the Wiggins Pass Maintenance Dredging Project during years when surveys are required by both projects. 2Intermediate profile R-58A included. BBorrow Area T1 resides in Federal Waters, and the County requires the Contractor to conduct a post - construction survey by a Florida registered surveyor. 4When only a partial project is constructed, pre- and post -construction surveys can be limited to the construction area plus 5,000 feet north and south or to the edge of the nearest inlet. 5Clam Pass is surveyed when sand is placed by nourishment activities north of R-44+500 Reference Bureau of Beaches and Coastal Systems (BBCS), Monitoring Standards for Beach Erosion Control Projects, May 2014. Turrell, Hall & Associates, Inc., 2014. Clam Bay NRPA Management Plan, Version 6.5, November 2014. P:\Collier\152588 Collier 15 Year Permit\FDEP\RAI No. 1_021215\Attachment No. 37-1 -Physical Monitoring Plan March 2015.doc 5 Packet Pg. 622 8.A.2 APPENDIX B COMPLETION AND CERTIFICATION STATEMENT M N O N r L d E Q d t+ E E O U O y Q R fA Cu O U cn N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 623 8.A.2 APTIM 6401 Congress Avenue, Suite 140 Boca Raton, FL 33487 Tel: +1 561 391 8102 www.aptim.com APTIM 631020769 June 7, 2022 JCP Compliance Officer Florida Department of Environmental Protection Beaches, Inlets and Ports 2600 Blair Stone Road Tallahassee, FL 32399-2400 Subject: Completion and Certification Statement for 2021/2022 Wiggins Pass and Doctors Pass Maintenance Dredging Project FDEP Permit No. 0142538-018-JC, FDEP Permit No. 0331817-001-JC, USACE Permit No. SAJ-2004-07621 (IP-MJD), and USACE Permit No. SAJ-2003-12405 (SP-MMB) Dear JCP Compliance Officer: This letter is being provided in compliance with General Condition No. 11 of the subject permits. This letter is a statement of completion and certification for inlet dredging and beach disposal as described in the permit. This statement is based upon infrequent site visits by the engineer, construction observations by the County inspectors, and the contractor's construction reports and surveys. All locations and elevations specified by the permit have been verified; the activities authorized by the permit have been performed in compliance with the plans and specifications approved as a part of the permit, and all conditions of the permit. Minor differences between dredge cuts, fill disposed, and the permitted plans are documented in the attached as -built survey plots. The signed and sealed as -built bathymetry and profiles are included in Attachment A. The horizontal limits of dredging are shown in Attachment B. The County contracted Waterfront Property Services, LLC. (Gator Dredging) to perform the maintenance dredging of Wiggins Pass and Doctors Pass. The project commenced on January 26, 2022 at Wiggins Pass. The last day of dredging in Wiggins Pass occurred on March 10, 2022. On March 11, 2022, the contractor began mobilization to Doctors Pass. Dredging began at Doctors Pass on March 21, 2022. The project dredging was completed on April 20, 2022. Demobilization was completed on April 28, 2022. Notice of substantial project completion was sent on April 28, 2022. At both inlets, dredging did not extend west to the edge of the permit limits due to weather. Weather caused some delays. The major bypassing bar/shoals were dredged. Dredged material was removed by Gator Dredging's hydraulic pipeline dredge, Brittyn B, with an 18" ID and 20" OD system. All dredged material was disposed of in the nearshore adjacent to both inlets. The dredge removed material from the channel 24 hours a day. Gator Dredging submitted daily Quality Control (QC) reports to the engineer, which included: pertinent project information, daily dredge plots, and dredge tracking data. A summary of the daily dredge tracking data is included in Attachment B. Turbidity monitoring occurred up to three times a day during daylight hours when the dredge was Packet Pg. 624 ,aAPTIM 8.A.2 operational. The turbidity monitoring results were submitted weekly via email to JCP Compliance, including any exceedances report. Additional monitoring and coordination with County turtle monitors were necessary to complete the project. Wiggins Pass was dredged according to the permitted limits and depths. The measured dredge volume of material from Wiggins Pass was 66,033 CY (Table 1). The volume of material eligible for pay was 65,043 CY. Approximately 21,413 CY of material was measured north of the inlet on the beach and in the nearshore of Barefoot Beach and 16,747 CY of material was placed south of the inlet on the beach and in the nearshore of Delnor-Wiggins State Park. Based on the Contractor's daily reports, approximately 39,000 CY and 26,000 CY of material was placed respectively on Barefoot Beach and Delnor Wiggins State Park. This is close to the bid amount. The measured amount differs due to sea conditions during construction, which also lead to a curtailment of dredging short of the western channel limits. The Wiggins Pass project area extends from Stations 11+00 to C-23 and south to C-32 (Attachment B). The disposal areas extend from R-12.3 to R-14.25 and R-18.2 to R-19.8 on either side of Wiggins Pass. See Attachment B for the precise horizontal extent. Table 1. Wiggins Pass Volume Summary Wiggins Pass Exterior Channel Interior Channel Volume Within Dredge Template (CY) S2,070 13,963 Total Dredged in Channel 66,033 Barefoot Beach* Delnor-Wiggins State Park* 21,413 16,747 38,160 Net Volume Change: *Disposal volumes don't account for changes due to alongshore and offshore transport. The volume change measured in Table 1 between the January 2022 pre -construction survey and the February/March 2022 post -construction survey. Dredged volumes represent amount removed and disposal volumes represent the quantities measured in each permitted disposal area. The contracted bid volume at Doctors Pass was 25,700 CY. This volume avoided the rock substrate located within the settling basin. The post -construction volume measured within the template was 12,535 CY (Table 2). Fill material placed south of the inlet on the beach and nearshore at Lowdermilk Park was 14,092 CY. The dredge was damaged beyond immediate repair before all the settling basin was dredged and the project was terminated before the start of sea turtle nesting season. Packet Pg. 625 'A ,A- APTIM � TALI_ A 11__1_-_ A... •i_1______ A I Mule I uocwrs rass volume Jummar Doctors Pass Volume Within Dredge Template (CY) Settling Basin: EC 0+00 to EC 6+46 11,146 Entrance Channel: EC 6+46 to EC 15+70 1,389 Total Dredged in Channel 12,535 Lowdermilk Park Disposal: R-60 to R-61.8 14,092 Volume changes are measured between the January 2022 and April 2022 surveys. Doctors Pass dredging extends west to east EC1+00 to EC12+00. The dredged material was placed at Lowdermilk Park between R-60.1 to R-61.0. Additional material was pushed down the beach towards R-61 +800. The post -construction surveys of the two project areas showed that no significant impacts to the project area were observed. Placement of material from the channels occurred mostly within the permitted disposal areas. There was no evidence of impacts to nearshore hardbottom nor disposal of unsuitable material in either location. The areas surveyed and elevation of the cutterhead are provided in Attachment B. The drawings show the elevations by color coding and the limits of each days work. These drawings also show the location and elevations for the rocks encountered and avoided by dredging. Some rocks made it through to the beach, which were collected by the contractor. Sediment samples of the dredged material were collected at both Wiggins Pass and Doctors Pass during construction and will be provided when returned from the laboratory. These samples were tested for compliance with the sediment QA/QC plan. A summary of sediment characteristics and granularmetric reports for each sample are being collected including selected carbonate measurements. Please call me if you have any questions. Sincerely, ���L QNEN KF �i. •ram cb .* *%CENSF°•°°� i No.34W �� k Stephen ee , P.E., FL PE License No. 34857 .o Senior Coastal Engineer p ' STATE OF t 41 +` Aptim Environmental & Infrastructure, LLC : Q b; ft ����Fs�'•e;�OR1OA••` �N'�`� ElMaieAddrless� SSephen.Keehn(c_r�apteve Keehn: 3m1 am 1 /ONA'L f1111 Packet Pg. 626 ,> APTIM � Enclosures Attachment A - 2021/2020 Wiggins Pass and Doctors Pass Survey Drawings Attachment B - 2022 Progress, Dredge Tracking Elevation and Rock Map Attachment C - Sediment Laboratory Results (Pending) cc: Andrew Miller, Collier County FDEP, South District, Ft. Myers, Florida Nicole Sharp, P.E., APTIM 4 Packet Pg. 627 8.A.2 APPENDIX C MAJOR STORM INFORMATION M N O N r L d E Q d t+ E E O U O y Q R fA Cu O U cn N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 628 8.A.2 Major Storm Events near Collier County From 2004 to 2015, five major storms have made landfall near Collier County having the potential to disrupt coastal processes and change the beach topography in the project vicinity. Each storm's track can be seen in Figure 1. 'Hurricane Charlie (9-15 August 2004) Charley was the strongest hurricane to hit Florida since Hurricane Andrew in 1992. Before Charley made landfall on August 13 near Cayo Costa, which is just north of Captiva, it had made landfall in Cuba as a category 2. The storm decreased to a category 1 while making landfall in Cuba but then increased steadily as it made its way to Florida's southwest coast. Charley hit Florida as a category 4 hurricane with maximum sustainable winds of 150 mph. Hurricane Charley was a small storm in size but caused great damage to Florida's southwest coast. 2Hurricane Katrina (23-30 August 2005) Hurricane Katrina is one of the most devastating hurricanes making landfall in the United States. Katrina was the making of three storms in the Atlantic Ocean and made landfall over the Bahamas as a Tropical Strom. While heading to Florida's east coast the storm strengthened to a category 1 hurricane just before making landfall near Miami -Dade County. The storm weakened to a tropical storm while passing over the peninsula. After spending six hours on land with winds estimated up to 70 mph, the storm entered the Gulf of Mexico just north of Cape Sable on August 26. Not soon after entering the Gulf, Hurricane Katrina grew in size and ultimately hitting the United States again in Louisiana as a category 5. Figure 1 Storm Tracks (2004 to 2012) % O � ff� l� — TROPICAL STORM OERRY 2012 a TROPICAL STORM FAY 2008 — HURRZAHE WILMA 2005 — HURRICANE KATRINA 200 , — RURRICANF CIWREY 2004 , IL PROJECT LOCATION 0 9Q NOTE: oM 1. HURRICANE TRACKS ARL APPROXIMATE AND BASED ON INFORMATION FROM NOAA. 2, EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. 3Hurricane Wilma (15-25 October 2005) Hurricane Wilma was the strongest hurricane recorded for 2005 with winds up to 185 mph. Forming in the Caribbean Sea, Hurricane Wilma reached a category 5 hurricane over open waters. Wilma then decreased to a category 4 just before hitting the Yucatan Peninsula of Mexico. After passing over land, the winds decreased to 100 mph. After a brief increase over the Gulf of Mexico, Wilma entered the U.S. near Cape Romano Oust south of the project area) as a category 3 hurricane on October 24. Wilma caused ten tornadoes while making landfall in the U.S. and caused damage to the surrounding coastline. Packet Pg. 629 8.A.2 4Tropical Storm Fay (15-26 August 2008) Tropical storm Fay made landfall in Florida a record setting four times. After passing over the Florida Keys with winds up to 50 mph the storm slightly increased to 65 mph winds before making landfall just south of Marco Island on August 19. Rainfall estimates in Florida reached over 27 inches causing severe flooding. Storm surge and prevailing winds by the slow moving storm caused moderate coastline erosion along southwest Florida. 5Tropical Storm Debby (23-27 June 2012) Tropical Storm Debby reached a peak wind speed of 65 mph while in the Gulf of Mexico. After forming in the middle of the Gulf of Mexico, the storm headed north. After influence from a low pressure, the storm then turned west and eventually made landfall in Florida near Steinhatchee on August 26. Winds were recorded at 40 mph when making landfall on Florida's west coast. Although the storm hit northern end of the peninsula, it is recorded that Pinellas and Charlotte Counties' beaches lost 10 to 15 feet of shoreline. The City of Naples experienced a meteotsunami' in January 2016. A graph of the observed water levels at the Naples Tide Station on January 17, 2016 documenting the meteotsunami is shown in Figure 2. Figure 2. Observed Water Level in Naples Florida on January 17, 2016. 6.0 4.0 -2.0 NOAA/NOS/CO-OPS Observed Water Levels at 8725110, Naples FL From 2016/01/17 00:00 GMT to 2016/01/17 23:59 GMT rvviwr rvw��.en4er wr vperauUnai Uceanuyrepmc MUUULu anu 3WY1Les 00.00 04:00 08:00 12:00 16:00 20:00 1/17 1/17 1/17 1/17 1/17 1/17 — Predictions — Verified --- Preliminary 6.0 5 Hurricane Irma (August 30-Septmeber 11, 2017) Tropical Storm Irma formed in the far eastern Atlantic Ocean, just west of the Cape Verde Islands, on the morning of August 30th. Over the Meteotsunamis have the characteristics similar to earthquake -generated tsunamis, but are caused by air pressure disturbances often associated with fast moving weather systems, such as squall lines. These disturbances can generate waves in the ocean that travel at the same speed as the overhead weather system. Development of a meteotsunami depends on several factors such as the intensity, direction, and speed of the disturbance as it travels over a water body with a depth that enhances wave magnification. NOAA 2015 2 Packet Pg. 630 8.A.2 following 30 hours Irma intensified into a major hurricane with highest sustained winds of 115 MPH, a category-3 storm on the Saffir-Simpson Hurricane Wind Scale. As Irma began to approach the northern Leeward Islands on September 4th and 5th, the hurricane rapidly intensified while moving over warmer water and into a more moist atmosphere. The storm became a rare category-5 hurricane on September 5th, with maximum sustained winds of 185 MPH. This made Irma the strongest hurricane ever observed in the open Atlantic Ocean, and one of only 5 hurricanes with measured winds of 185 MPH or higher in the entire Atlantic basin. Over the next few days Irma continued moving west, passing through the northeast Leeward Islands, Virgin Islands, and just north of the islands of Puerto Rico and Hispaniola, while maintaining its category-5 winds. The storm finally "weakened" to a category-4 hurricane on September 8th, but still had devastating winds of 155 MPH while moving through the southern Bahamas. Irma intensified to a category-5 level once again that evening, with top winds of 160 MPH, as it approached the northern coast of Cuba. Irma moved west along or just inland from the northern coast of Cuba on September 9th. This interaction with land disrupted Irma's structure a bit, as a hurricane requires plenty of deep warm water beneath the storm's center to maintain the extremely low pressure and strong winds. Thus Irma weakened slightly to a category-3 hurricane with winds of 125 MPH. Resilient Irma made a final attempt to re -intensify while crossing the open waters of the Florida Straits. The storm quickly reached category-4 intensity with 130 MPH winds early in the morning of September 10th, while approaching the vulnerable Florida Keys. The major hurricane made landfall near Marco Island in southwest Florida around 3 pm EDT on September 10th, as a category-3 storm with 115 MPH. Naples, Florida reported a peak wind gust of 142 MPH. Irma moved quickly northward, just inland from the west coast of Florida on September 10th and 11th. When Irma first developed in the far eastern Atlantic, despite its strength, its wind field was quite small. As the storm approached Florida, however, its wind field expanded dramatically. As Irma hit Florida, tropical storm force winds extended outward up to 400 miles from the center, and hurricane force winds extended up to 80 miles. Hurricane force wind gusts (i.e. 74 MPH or more) were reported along much of the east coast of Florida, from Jacksonville to Miami. In addition to the long periods of heavy rain and strong winds, storm surge flooding also occurred well away from the storm center, including the Jacksonville area, where strong and persistent onshore winds had been occurring for days before Irma's center made its closest approach. By the time the minimal hurricane reached northwest Florida (on the morning of September 11th), the wind gusts across south Georgia and northwest Florida were generally in the 45 to 60 MPH range (Fig. 8). Conditions improved rapidly once the storm center passed by as strong, dry southwest winds aloft made the system asymmetric, with nearly all of the rain and most of the strongest winds being along and north of the poorly -defined center. Irma weakened to a tropical storm in south Georgia in the afternoon, and further into a tropical depression while moving north across central Georgia in the evening. See the Figure 3 in this section showing the 2017 storm tracks. According to the National Weather Service, wind gusts over 50 mph and heavy rain impacted the Naples area on Thursday December 20, 2018. At approximately 1:30 pm another meteotsumami hit the Naples area with wave heights momentarily increasing by 3 feet over the projected level and decreasing rapidly over the next hour. Figure 4 shows the predicted and actual water levels on December 20, 2018. 3 Packet Pg. 631 8.A.2 Figure 3. Hurricane Tracking Chart for 2017. 2017 h2bV k "' t&€ 283 TS ARLENE APR +9-2, 2 TS 81 JLM 10-20 1 T" CINPv X"2010 A 78 0—P JVL m'.5 5 75 EMLY JUL 30 AUG 1 E N FRAM AUG 7.10 7 H GERT AUG 13.17 3 NM HARVEY AUG 17-SEP 1 S IW II AUG 3"EP 12 FO YH JC9E W "2 El R NATIA SEP" U.S. DEPARTMENT OF COMMERCE, NATIONAL WEATHER SERVICE ; 15 NORTH ATLANTIC HURRICANE TRACKING CHART f 16 11 1" lEE 13 MN IMAIA t4 N HATE S6P 11-10 SEP 16 OCT 44 1Q 14 17 { + 12 r +. F5 MH OPMUA AS Ts MILIPPE 11 TS RINK OCT 915 QCT 2 n Nov ! + + + ��+ *-` + f ," i++++ 9..r 91 m4 ++ + 1 r • +* //r 1% n9 +` 2 $ 1D 962 and ❑ �3 22 : • +990 and 21 * 959 m6 23 1 •S • , +• 20 ad, 2? - 29 w 30 • + s • 31 • 8• 12 _ 27�19 28 16 220.•+�6 x 20 is 937mb`2822 � 991mb • 26�1• ,B 5❑ +~i 17 1g7r• 10 13 2s - 2+ 1 RJ 12 ♦ • i 251 29 21 48T mb 17 ' 1 • 25 ! 28 to � 7 27 24 • +E • 8 11 11 * • 5 • 311. 9 41 l a. J; 21 15 972 m8 24 20 1 } 24 6 12 982 mb $ • & . LLJ g 3 79 • 23 3❑ 1001 mb 101D 15 113 ' 0 23*13 4 1a, / 26 t1 �b 14 ..22 • 987 mb 22 • II �7 1i 10 16• 7LI 20 1 3a E 1 • fi ♦ 7 lOp07rrb 16 21 - 914 mb 21 • 6. 1 2 • 31 • • 31 _ • 5 ® • f938mb - - .. B 20f 20 �• .` • b • 4 /// • 79 s 18 e • w i9 15 7 w 98 170 16 • � •4 _ • • 908 mb 19 • �� 77 17 F� �� y 5 . t6 6 • • 4 13 3 14 ❑ . 10 ❑ ` ❑ 10 4 •17 l 19 1005 WARERt GONFOla—COMIC PROJECTaN 8 f} ! mb • 2 ❑ siANwRo aARAu6TSAT 3o ANo m 1 007 rnb - i+ Figure 4. Observed Water Level in Naples Florida on December 20, 2018. NOAAINOSICO-OPS Observed Water Levels at 8725110, Naples, Gulf of Mexico FL From 2018112/20 00:00 GMT to 2018112/20 23:59 GMT 4.0 00:00 12120 — Predictions NOAA/NOS/Center for Operational Oceanographic Products and Services 06:00 12:00 18:00 12120 12120 12120 Verified — Preliminary 4 • 12 4.0 2.0 0.0 -2.0 r m to d M C d Cf Q U Q U CO) N r O C N E t t.9 11f a+ Q Packet Pg. 632 8.A.2 References 1 Blake E.R., D.P. Brown, R.J. Pasch, "Tropical Cyclone Report Hurricane Charley," National Hurricane Center, September 2011, http://www.nhc.noaa.gov/. 2 Brown D.P., R.D. Knabb, and J.R. Rhome, "Tropical Cyclone Report Hurricane Katrina," National Hurricane Center, December 2005, http://www.nhc.noaa.gov/. 3 Blake E.R. and H.D Cobb III et. al, "Tropical Cyclone Report Hurricane Wilma," National Hurricane Center, January 2006, http://www.nhc.noaa.gov/. 4Beven, J.L. and S.R Stewart, "Tropical Cyclone Report Tropical Storm Fay," National Hurricane Center, February 2009, http://www.nhc.noaa.gov/. SKimberlain T.B., "Tropical Cyclone Report Tropical Storm Debby," National Hurricane Center, January 2013, http://www.nhc.noaa.gov/. 6National Oceanic and Atmospheric Administration, "Detailed Meteorological Summary on Hurricane Irma, Hurricane Irma Synopsis" National Weather Service, January 2018, https://www.weather.gov Naples Daily News, Scientists: Waves that surprised SWFL beachgoers last week caused by rare meteotsunami, December 27, 2018 5 Packet Pg. 633 8.A.2 APPENDIX D-1 SURVEYOR CERTIFICATION M N O N r L d E Q d t+ E E O U O y Q R fA Cu O U cD N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 634 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Survey Report Notes and Certification Survey Title: 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Prepared Date: January 2023 Prepared For: Collier County Coastal Zone Management Prepared By: APTIM Environmental & Infrastructure, LLC Dates of Survey: November 2" d, 2022 to December 91h, 2022 Survey Location: FDEP monuments R-1 through R-89, H-1 through H-16, and R- 128 through R-148 including required intermediate profiles. Notes: This survey report has been prepared to accompany Survey Maps entitled "2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report" prepared by APTIM Environmental & Infrastructure, LLC 2. The survey is neither valid nor complete without both the survey report and described survey maps. Digital data files encompassing the following have also been provided to FDEP in the following formats listed: • Monument Information Report (Appendix 1) • Federally Compliant Metadata (Appendix 2) • ASCII file containing xyzprofile data points. Data provided in NA VD 88 (Appendix 3) • ASCII files containing the profile data processed into the FDEP distance and depth format, (NA VD 88) including headers (Appendix 4) • Profile Plots (Appendix 5) • PDF copies of project field books with computations and reductions (Appendix 6) • Digital Ground Photography (Appendix 7) 3. This map and report or the copies thereof are not valid without an original raised seal or a digital signature file by the certifying professional surveyor and mapper who shall retain and original hard copy of the signed and sealed map or report. 4. The information on this map represents the results of the survey on the dates indicated and can only be considered as indicating the general conditions existing at the time. APTIM Packet Pg. 635 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report 5. Additions or deletions to survey maps or reports by other than signing party or parties is prohibited without written consent of the signing party or parties. 6. The coordinates are in feet based on the vertical and horizontal data that was collected and presented relative to the North American Vertical Datum of 1988 (NAVD 88) and the Florida State Plane Coordinate System based on the Transverse Mercator Projection, East Zone, North American Datum of 1983 (NAD 83/2011). 7. Vertical measurements are based on FDEP second order monuments A05, A10, A11, A15, A25-2 1987 ADJ, A25 RM4-ADJ, and 872 4991 D TIDAL per published FDEP coordinates. 8. Bearings are based on a grid North bearing 9. Lands were not abstracted for rights -of -way, easements, ownership, or other instruments of record. 10. Underground and subaqueous improvements and/or utilities were not located as part of this survey and should be field verified prior to any dredging or construction activities. 11. Refer to APTIM field book #525 for the onshore portion and APTIM Navigational field book #49 for the offshore portion. (Provided Digital Copies Only) 12. Aids to navigation were not located during this survey. 13. Soundings were collected using a Teledyne Echotrac E20, Single Frequency, survey grade sounder. The sounder was calibrated prior to the start of the survey following manufacturers recommended procedures. 14. Survey plan views are intended to be viewed at a scale of 1 "/400' or smaller. 15. This survey was conducted for Collier County Coastal Zone Management for use as a Topographic and Hydrographic Beach Post Hurricane Monitoring Survey. 16. Ref. Pt. (Reference Point) is a term used in the monument information report referring to any location that can be defined by horizontal coordinates and is used as range point 0+00 for profile control. Reference Points may not necessarily be the location of a set control monument. 17. NO RTK is a term used in the monument information report referring to monuments that were not found and/or not located by GNSS due to overhead cover, deep burial, or impenetrable obstacle. APTIM Packet Pg. 636 8.A.2 2022 Collier County Post Hurricane Ian Topographic and Hydrographic Survey Report Certification: I hereby certify that this hydrographic and topographic survey is true and correct to the best of my knowledge and belief as delineated under my direction. I further certify that it meets the minimum technical standards set forth in Chapter 5J-17, adopted by the Florida board of professional surveyors and mappers, pursuant to section 472.027 of the Florida Statutes. Michael Digitally signed by Michael Lowiec, Lowiec, PSM LS6846 Date: 2023.01.30 PSM LS68461 1:58:3 7 -05'00' Michael Lowiec, P.S.M. Date Florida Professional Surveyor and Mapper LS #6846 APTIM Coastal Planning & Engineering, LLC C.O.A. LB# 4028 6401 Congress Ave. Suite #140 Boca Raton, Florida 33487 APTIM Packet Pg. 637 8.A.2 APPENDIX D-2 CROSS SECTIONS - INLET M N O N r L d E Q d t+ E E O U O y Q R fA Cu O U cD N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 638 N Q 06 (£ZOZ`VL a0glu0;d0$ 00;;IWWOO faoslnpd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :IU8WL40e};d 0 0 O O N N ,, O o CL 2i w N N O -aY�a of I o I O I rn ZZ�Z? it Va�No O O Z OcK ' i O M 2 rn O i:-_ P_ r O IF- O ' (n uj N 7 Z Z N ZZE ` N O J..iz 3 z ^Q �• coQ2 3 W OUOUOZOUQ - - NZL�a3 W V)V 0�00I J 0 aaaaa i i zi e I o00 � I I I of ^ �• Z M�NNN I I I o I O O C. C. 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Q! ! o 20, _ No ^ of MI c I I I I rol H Z ^� N N I I I o N Q O N N N N 2 I I I o N w W w d' O U CD I O w In L- I �0- o z >- ov O w O o I HN U Z Z w I =) In N O Vl o Q N OIL F- w H ww =) li 0 o Jo O N JOV CA I ` � UO N o � w I 2 o z J N Co + I Ou) o d. o cc" °' N o z F- m W o O D O m I � C) W LLJ O Z� e ---i o Z�DW °wa 0 0 O N O O Cl N I ti ti 3 N 3 c h o n o_ u� o in o to o u) o in o in I I N N I N N GAVN '13 "A313 GAVN '13 "A313 N Q O (£ZOZ`VL a0glu0;d0$ 88111 WOO /GOsinpd Ie;se03 : 6ZL9Z) ;0M0ed ePU06V Oda - £Z•tiV60 :;U8Wt43e};d E O _ U N d I� N N U CY a oI° O Q O N E O— 1 rn-0 O U —,I N ZZ Z a� O O O or M� O rn O U U ^ p Z J M y o~ �wrn�•- » cn Z � M w C� °1J Z..Z 3 OO I� I� OQ to<<m3 f I Z F_ Oi J a a a � �! Q! ! o 20, _ No ^ of MI c I I I I rol H Z ^� N N I I I o N Q O N N N N 2 I I I o N J W W d' O U CD I O w In W I �0- o z >- ov O W O o I HN U Z Z W I =) In N O Vl o Q N OIL F- W Ww � li 0 o Jo O N JOV CA N U O W I 2 o Z J N m + I Ou) o Lri ! p o U W N t► ! O 2 w F- m W O I � o~ O D O I m � C) zLLJ o Z� e 0 I 0 0 0 0 N O O O N I ti ti 3 N 3 U) o Un o u) o n o in ^ I I I N N I N N 4AVN '1-4 "A313 GAVN '1-4 "A313 N Q 06 (£ZOZ`VL a0glu0;d0$ 88111 WOO /Gosinpd le;se03 : 6ZL9Z) 40M0ed ePU06V Oda - £Z•tiV60 :;U8Wt43e};d E O _ U N d I� N N U CY a oI° O Q O N� E O— 1 In O U —,I N O O or � O Mrn O U U ^ p Z J M y o~ �wrn�•- » cn Z � M w C� °)J Z..Z 3 OO I� I� OQ to<<m3 f I W F- V) Z F- Oi J a a a � >i Qi i o 20, _ No ^ of MI c I I I I rol H Z ^� N N I I I o N Q O N N N N 2 I I I o N J W W d' O U CD I O w Ln L- I �0- o z >- ov O W O o I HN U Z Z W I =) Ln N O v) o Q N OIL F- L+I W w � Li 0 o Jo O N JOV CA I La N U O W C) I z o z CAco + i Oro Lri I p o U W N W O I � o~ O D O rn m I � C) zLLJ o Z� - o TAW °wa 0 i 0 O N O O O N I ti ti 3 N 3 O of O h O h O h O h O u) O In O h I I N N I N N 4AVN '13 "A313 GAVN '13 "A313 N Q 06 (£ZOZ`VL a0glu0;d0$ 88111 WOO fUOSIApd le;se03 : 6ZL9Z) ;0M0ed ePU06V Oda - £Z•tiV60 :;U8Wt43e};d E O _ U N d I� N N O CY a oI° O Q O N E O— 1 rn-0 O U -,I N O ZZ Z a� O O O or M� O rn O U U ^ p Z J M y o~ �wrn�•- » cn Z � M w °1J Z..Z 3 OO I� I� OQ to<<m3 f I W I- V) Z I- Oi J a a a � �! Q! ! o 20, _ No ^ of MI c I I I I rol H Z ^� N N I I I o N Q O N N N N 2 I I I o N J W W d' O U CD I O w In L- I �0- o z >- ov O W O o I HN U Z Z W I =) In N O Vl o Q N OIL F- W H Ww � li 0 o Jo O N JOV CA w N U O W N I 2 o Z o JNQo O Lf) O (� O U O� W N t► ! O 2 H m W O I � o~ O D O m I � z C& o ) z LLJ��K o Z� e --- i o Z �D W o=� wa 0 -- o 0 O N -1 O O Cl N Li ti ti 3 N 3 c h o u) o_ u� o in o Un o ^ I I I N N I Cl N 4AVN '13 "A313 4AVN '13 "A313 N Q 06 (£ZOZ`VL a0glu0;d0$ 88111 WOO fUOSIApd le;se03 : 6ZL9Z) ;0M0ed ePU06V Oda - £Z•tiV60 :;U8Wt43e};d E O _ U N d I� N N O CY a oI° O Q O N E O— 1 rn-0 O U —,I N O ZZ Z a� O O O or M� O rn O U U ^ p Z J M y o~ �wrn�•- » cn Z � M w C� °1J Z..Z 3 OO I� I� OQ to<<m3 f I Z F_ Oi J a a a � �! Q! ! o 20, _ No ^ of MI c I I I I rol H Z ^� N N I I I o N Q O N N N N 2 I I I o N J W W d' O U CD I O w In W I �0- o z >- ov O W O o I HN U Z Z W I =) In N O Vl o Q N OIL F- W Ww � li 0 o Jo O N O JOV CA w N U O w Qi I 2 o Z J N m O u) o (� O U m W N t► ! O 2 F- m W O I � o~ O D O I m z ZE I � C) W z � 0 0 0 O N O O O N I ti ti 3 N 3 c h o u) o_ u� o "I o Un o ^ I I I N N I N N 4AVN '13 "A313 4AVN '13 "A313 N Q 06 (£ZOZ`VL a0glu0;d0$ 88111 WOO fUOSIApd le;se03 : 6ZL9Z) ;0M0ed ePU06V Oda - £Z•tiV60 :;U8Wt43e};d E 0 _ U N d I� N N U CY a oI° O Q O N E O— 1 CD-0 O U —,I N ZZ Z a� O O O or M� O rn O UU^p ZJ N) y o~ �wrn�•- » cn Z � M w °1J Z..Z 3 OO I� I� OQ to<<m3 f I Z F- Oi J a a a � �! Q! ! o 20, _ No ^ of MI c I I I I rol H Z ^� N N I I I o N Q O N N N N 2 I I I o N J W W d' O U CD I O w In W I �0- o z >- ov O W O o I HN U Z Z W I =) In N O Vl o Q N OIL F- W Ww � li 0 o Jo O N JOV CA UO wN I 2 o Z J N Co + I Ou) o O U O� W N t► i O 2 H m LLJ O o ~ O D O m I � z C& o ) W LJ o Z� to Fly 1�I 7 Z a O 0 �D W °u w 6 O O O O N O O O N I ti ti 3 N 3 c h o u) o_ u� o In ^ 1 I I N N I N N 4AVN '13 "A313 GAVN '13 "A313 8.A.2 APPENDIX D-3 CROSS SECTIONS - BEACH M N O N T- r L d E Q d t+ E E O U O y Q R fA Cu O U cD N ti O N r d Y V Cu d R C d Q1 Gl i Packet Pg. 714 (£ZOZ`ti4 aaquaa;dag aalipwoo AJoslnpbr JUISBOO : 6ZL9Z) 1011oad epua6V OVO - CZ--P .-60 :juGwLj3BIjd W Z o p ^ I I I N OAVN 3 o o p 2 N O MI p b O O O O b p I p W p � W � o � O o 0 o 3 3 � y Ci z M1 I InIn p (Wj 0 I O Q � N r I O to Im I� I p o O W N O H I iwi 3 n n p p Ln h l p Ln O to p 42 O to N I N N 4AVN (£ZOZ`ti4 aaquaa;dag aalipwoo AJoslnpbr JUISBOO : 6ZL9Z) 1011oad epua6V OVO - CZ--P .-60 :juGwLj3BIjd E O _ U N N O L N N O d O O I �ON�E O-Ia)-0 U �,LOcn_ O O Z M Loa) O N YY� �WMvE Qaa 3 3 V)(/1N 7 La JvZ 3 20Q o to x 3 Ci I < < p IAZLaD- ull 3 MZI MZ N Wnaj Q. a MI MI W 000 I I 0 I I I CD Oac .. in Z J Q co Z O O N W J_ = L� Z p Q I I QO O > o Q O] W O Z Ln I I W ow w H 000 z Z J Q O Z W p OM W w N J I I : w co z J w O o J7,01 Q W O 0 N u O Li � � m 0 3 I Q O a o 3 L-1 p - z IN 3 n n W Ey � W z ry� � F rfjx� os � �Wa i HIGLK NOIS30 J I I I 0 o I Im I c' W = I 3N173SV8 I c W N W I I I Iwl 3 n n Z I I o 0 T �I o o o o C4 ^ I I I N N I I I N N GAYN 'lj " A373 GAYN 'IJ " A373 (£ZOZ`ti4 aaquaa;dag aalipwoo AJoslnpbr JUISBOO : 6ZL9Z) 1011oad epua6V OVO - CZ--P .-60 :juGwLj3BIjd E O U _ N N N O L O N O d O I �ON�E O—Ia)-0 U �,LOcn_ O OM Loa) O Z y 3 3 V) (/1 N 7 �a..Q `, = 2 Lav W t Z :z i 0) J •• Z V Ij:s CA lA Z laid 3 W O N Z In y adQ. 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N in rliGF- H101M NJIS30 I I limf 3 n A I 'oo J I I I LE Q I o LLJ 3NI73SV8 m I� I Q:: I to I o o W O I Iw 3 n A Z I I I o o LO o o I o I CI 0 N o o C. -n C. -n I I I N N 4AYN 13 "A373 4AYN 13 "A373 N Q 06 (£ZOZ`VL a0glu0;deS OO;;IWWOO fUOSlnpd Ie;SeOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E 0 _ U N N L to ON 0 O I 0 O N E OI O OMN01 0 Y� ��ONin M"E Q a 3 3 to to N Z OJZ3 a cio o c LOZ a 3 W toZI Z N z a s I O MI Mo 0 10 of W II 0 z W oo I I N N I I .. O K = I I N W J O U U I I e z C O I I W co I I UwQO z O > o wQ + o I I F-U `m wF- za � c�ILI � ^W w oN W I o I z J WO°° o O Lo N O I O I o0 o U O H m I 3 I O Q O CL w I 3 U-0 a = W I " U;]w - m IWI 3 n A to I J I I I Q I I o W H101 N NOIS30 I m1) II o I to I o = I IW N W I 3NI73SYS I I Z I IWI 3 n A o 0 " o n o �n o_ v� o �n I o v� o to o_ v� o -n I I CI N I I I N N OAYN '13 "A373 OAYN '13 "A373 N Q 06 (£ZOZ`VL l0qua0;d0$ 00;;IWWOO /GOSlnpd Ie;SeOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E 0 _ U N N O L N N 0 � O I 0 O N Q E 0 cn O OMN01 Z rn" E Qaa 3 3 U) 7 CD—J z Z¢ O toa LoZa 3 N Z aaaI O MI W Moo ^ oI o oI NNN I I O z W 000 co N N N I I = I WLi J O U O I I z V� I I MW I z o QO O > O Li H Q ov m d U Z cfl I I W } 2 N ?wFw= cr- I I oM Z < o ` U L� 0 LiJ W I Z OO M co O 0 U) o o U O cr H m HICILK NOIS30 3 0 3 0 0 0 U ILUI W C m I o s I s kl--, xl 3NI73SYS I O "FI.I ICI W W a I10 I I J I I I IW I o I Im LLJ I� I a = I I 1"11 3, VnI OA N LU I I Z I I I o 0 o LO o o o o o -n o o -n I I CI N I I I N N 4AYN 13 "A373 4AYN 13 "A373 N Q 06 (£ZOZ`VL l0qua0;d0$ 0011IU WOO fUOSlnpd Ie;SeOo : 6ZL9Z) 40M0ed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E 0 U _ N N L to ON 0 O I 0 O N E OI O O MN Y� 01 0 ��ONin 3 3 M"E N Q a to to . Z rnJ� Z 3 a cio o c to LoZL,a 3 W to ZI Z N z a s I O MI Mo 0 0l ° of W II W oo I I NN O I ICO N I I Z_ w W J c U O U I I e z C I I W J Uo O > a O a mU Z } N � 1 T I— U o •t ^ I ^ Zw � W H p F- I = I omz-o co - U I o I j I w N co Z J w p I I O J^o O N J I 0 I 00 o U) U O WF-m a 3 Q 3 O Q O I W I Q W L Ip I W I z o U C Gz7 N = I I V HICILK NJISM 0 I o k $ m I I I — �w Wa a I pmr A 'D 3 n J I I LE 0 o I Im I_ o I to I o = I IW I N W I 3NI73Sd8 I Z I(I IWI 30nigA 0 o n o �n o_ I v� C. I CI 0 h N o to I o n N N o_ v I I 4AYN '13 "A373 4AYN '13 "A373 N Q 06 (£ZOZ`VL a0glu0;d0$ 00};IWWOO fUOSIApd le;seOo : 6ZL9Z) 40M0ed ePU06V Oda - CZ-jVV60 :;U8Wt43e};d E 0 _ U N N L LO ON 0 � O I 0 O N E O OMN01 0 Y� �L,ONin M"E Q a 3 3 to to N �Z OJZ3 a W toZI Z N z 0-0- O MI Mo 0 0l 10 W 0l II W 00 I I NN I I00 O w W� J O U U I I e z C O cfl I I Qo o ; a W� Q co 0d m U Z } 2 N 0 I— U o ` U W W 0N I Z) I J CO Z J W O J I I o J U O LA N O I o0 U. O m 3 I 0¢ O Q O 3 U CL I LU I W C N Iw 3 m cm H101 NOIS30 LE J I I I U-1 0 o I Im I I_ a 3NI73Sd8 I o I o 2 I W I N W I I Iwl i n n Z I I I o 0 " LO O " O "_ O " I h 0" I I CI N I I I N N 4AYN '13 "A373 4AYN '13 "A373 N Q 06 (£ZOZ`VL a0glu0;d0$ 00};IWWOO faoslnpd le;seOo : 6ZL9Z) 40MOed ePU06V Oda - £Z'tiV60 :;U8Wt43e};d E O _ U N N O L N N O O O N E O N O O MN 01 Z Qaa 3 3 v~iviN 3 Ic i O J�Z L oc�Q o c o O u�izL�a 3 VII uu V) V) Z Z N Z 0-00 MI o MI oI oI W -i NNN I O O NNN I O = (n Z I w WLlj � I I oJ Z V 0 MJ =E: Z o I Qo o > w� Q WZ � o F-o Za v ^ awl—-'F- oM Z < 0 w I Z 0 M W W N !Y00 J I Z I J uj J Q O �A N 0 U O Cl-Q I H m 3 3 0 0 0 v I La I W C x o = N O �Wa JQv�o=, IIIIII o IIIItI 3,ynioA wo LU� z 3 n n oN O 0 tn o� o �_ O n otno-noU�o� I I N N I N N 4AVN '13 "A373 4AVN '13 "A373