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CAC Agenda 07/12/2018July 12, 2018 July 12, 2018Meeting Agenda and Notice COASTAL ADVISORY COMMITTEE (CAC) THURSDAY,JULY 12, 2018 - 1:00 P.M. BOARD OF COUNTY COMMISSIONERS CHAMBERS THIRD FLOOR, COLLIER COUNTY GOVERNMENT CENTER 3299 TAMIAMI TRAIL EAST, NAPLES • Sunshine Law on Agenda Questions • 2018 CAC MEETING DATES I. Call to Order II. Pledge of Allegiance III. Roll Call IV. Changes and Approval of Agenda V. Public Comments VI. Approval of CAC Minutes 1. May 10, 2018 VII. Staff Reports 1. Expanded Revenue Report VIII. New Business 1. 2018 Post-Irma & Annual Monitoring Summary * Report 1st half * Report 2nd half 2. 2018 South Marco Post-Irma & Annual Construction Monitoring Summary * Report 3. Long Range Budget Plan Requests * Resolution 4. Coastal Program History & Continuity Plan * APTIM Proposal 5. FDEP Agreement No. 19CO1 * 19CO1 Agreement IX. Old Business X. Announcements XI. Committee Member Discussion XII. Next Meeting Date/Location NO AUGUST MEETING September 13, 2018 Government Center, 3rd Floor XIII. Adjournment 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 Gail D. Hambright at (239) 252-2966. 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. 1 May 10, 2018 h .M. in Building “ F” , 3Floor, Joseph Burke CAC July 12, 2018 VI-1 Approval of CAC Minutes 1 of 7 2 . y. Carried unanimously 7 –0. Public Comments 1. , 2018 to appro 3 from 7 ––0. –0. 1. “FY 18 TDC Revenue Report” . –0. 1.Chair “Election of Chairman and Vice Chairman” May 10, 2018 CAC July 12, 2018 VI-1 Approval of CAC Minutes 2 of 7 3 Mr. Trecker nom he 3. *Grant Applications “Recommendation to approve the staff 2018 Chairman to sign Grant Agreements following County Attorney’s approval; and make a finding that these expenditures will promote tourism” ov –50154 $6,437,000 –90065 $25,000 –90071 $2,300,000 $8,762,000 · · · a $8,762,000.00 and finds the expenditures . –0. CAC July 12, 2018 VI-1 Approval of CAC Minutes 3 of 7 4 $25,000 88032 $20,000 ng –90072 $3,500,000 Doctors Pass Monitoring –90549 $25,000 y a for Inlet $3,570,000 –0. –$30,000 –90033 $185,000 90297 –$25,000 – $170,000 –9999 $166,500 $576,500 e Board of County Commissioners a 576,500.00 –0. ––90527 $185,000 ––90533 $174,000 ––90044 $75,000 $434,000 a –0. $200,000 $260,000 CAC July 12, 2018 VI-1 Approval of CAC Minutes 4 of 7 5 · 2013 · · · Ms. Roddy. Motion failed 2 “yes” –5 “no.” Chairman Penniman, Mr. Koziar, Mr. Joseph d and Mr. Trecker voted “no.” a in the amount of $420,000.00 and finds the Motion carried 5 “yes” 2 –“no.” Mr. Brown and Ms. Roddy voted “no.” –99195 $978,800 Tax Collector Fee’s (2.5%)–99195 $220,900 –90020 $75,000 $1,274,700 a 1,274,700.00 –0. 2.10 * presented the Executive “ ” CAC July 12, 2018 VI-1 Approval of CAC Minutes 5 of 7 6 e and 7 –0. 4. * “Recommendation to approve a work order with Humiston & Moore Engineers, Inc, and make a finding that this item promotes tourism” Park Erosion Control Project under Contract No.13 7 –0. 5.2018 – * “ promotes tourism” er Contract No.15 –0. 6. Summer Schedule “Determine 2018 summer schedule for CAC ” dated May 10, 2018 for consideration. 7 –0. CAC July 12, 2018 VI-1 Approval of CAC Minutes 6 of 7 7 – 11 _________________________________ , _ _ _ _ _ _ _ _ _ _ _ . CAC July 12, 2018 VI-1 Approval of CAC Minutes 7 of 7 CAC July 12, 2018 VII-1 Staff Report 1 of 17 CAC July 12, 2018 VII-1 Staff Report 2 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $76,843 $149,990 $236,963 $316,250 $512,938 $580,227 $570,569 $334,191 $217,611 $152,642 $175,256 $127,802 $3,451,282 2006/2007 $111,854 $151,746 $217,262 $291,277 $532,706 $589,595 $640,395 $340,926 $205,947 $156,476 $174,238 $145,286 $3,557,708 2007/2008 $122,094 $174,235 $231,470 $306,731 $564,747 $617,010 $664,907 $330,698 $233,938 $145,532 $172,641 $150,743 $3,714,746 2008/2009 $105,937 $154,246 $209,703 $298,657 $500,986 $528,321 $471,924 $327,310 $179,344 $133,913 $159,039 $120,786 $3,190,166 2009/2010 $102,425 $147,706 $202,271 $304,284 $473,406 $536,310 $578,659 $314,492 $192,256 $129,009 $150,982 $123,268 $3,255,068 2010/2011 $107,247 $144,923 $207,947 $296,553 $469,260 $537,127 $620,402 $342,016 $210,346 $150,143 $191,212 $144,535 $3,421,711 2011/2012 $124,889 $171,672 $257,204 $310,088 $463,661 $581,690 $646,118 $359,807 $239,314 $156,429 $192,882 $178,108 $3,681,862 2012/2013 $154,953 $197,464 $260,572 $344,886 $428,547 $618,948 $776,408 $361,084 $254,717 $189,506 $220,981 $191,856 $3,999,922 2013/2014 $176,811 $227,247 $269,078 $397,145 $591,687 $620,019 $863,967 $443,087 $296,589 $180,835 $212,986 $290,959 $4,570,410 2014/2015 $187,534 $265,869 $327,796 $474,209 $696,710 $742,256 $1,001,853 $482,405 $312,637 $252,342 $279,809 $250,168 $5,273,588 2015/2016 $232,052 $309,006 $366,933 $481,596 $788,052 $830,360 $975,436 $467,674 $321,374 $236,928 $297,223 $249,625 $5,556,259 2016/2017 $219,686 $318,030 $380,414 $493,973 $695,089 $837,554 $973,780 $523,046 $320,879 $243,442 $305,112 $195,261 $5,506,266 2017/2018 $286,412 $428,215 $522,487 $741,729 $957,038 $937,909 $1,388,898 $683,801 $411,391 $6,357,880 TOTAL:$2,008,737 $2,840,349 $3,690,100 $5,057,378 $7,674,827 $8,557,326 $10,173,316 $5,310,537 $3,396,343 $2,127,197 $2,532,361 $2,168,397 $55,536,868 COLLIER COUNTY TOURIST TAX NAPLES CAC July 12, 2018 VII-1 Staff Report 3 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $71,763 $112,414 $147,512 $199,030 $344,074 $525,468 $576,530 $374,000 $261,791 $218,203 $208,955 $150,041 $3,189,781 2006/2007 $73,397 $88,576 $141,951 $189,026 $335,898 $517,149 $595,449 $379,673 $225,816 $216,858 $194,291 $183,007 $3,141,091 2007/2008 $165,745 $166,397 $93,819 $321,400 $408,079 $503,575 $666,564 $507,602 $140,088 $322,017 $245,721 $151,743 $3,692,750 2008/2009 $99,516 $168,129 $185,986 $280,663 $372,230 $457,015 $473,292 $324,558 $204,748 $183,654 $186,855 $210,702 $3,147,348 2009/2010 $124,837 $158,522 $168,816 $229,316 $364,347 $466,758 $550,969 $361,520 $197,005 $167,786 $223,954 $215,814 $3,229,644 2010/2011 $149,854 $169,786 $175,540 $198,803 $307,625 $416,029 $571,019 $363,648 $210,320 $192,412 $210,599 $230,248 $3,195,883 20/11/2012 $142,329 $171,194 $201,691 $244,744 $391,683 $485,677 $628,522 $372,070 $226,574 $231,338 $221,306 $186,893 $3,504,021 2012/2013 $192,829 $165,543 $196,934 $244,332 $440,902 $525,686 $766,954 $388,107 $279,529 $256,653 $264,888 $209,436 $3,931,793 2013/2014 $159,125 $229,028 $247,875 $361,032 $490,359 $597,726 $909,200 $554,875 $338,299 $299,001 $317,687 $306,767 $4,810,974 2014/2015 $185,854 $237,856 $303,549 $482,595 $642,029 $705,000 $1,044,150 $610,274 $183,261 $200,044 $187,198 $217,355 $4,999,165 2015/2016 $157,467 $202,726 $248,085 $492,348 $620,091 $739,787 $1,116,549 $477,415 $277,849 $232,651 $273,434 $192,753 $5,031,155 2016/2017 $175,389 $201,952 $253,642 $456,211 $532,011 $730,625 $1,048,066 $653,777 $353,054 $318,033 $341,272 $237,620 $5,301,652 2017/2018 $202,863 $248,234 $333,501 $553,573 $650,992 $807,319 $1,366,232 $684,671 $462,681 $5,310,066 TOTAL:$1,900,968 $2,320,357 $2,698,901 $4,253,073 $5,900,320 $7,477,814 $10,313,496 $6,052,190 $3,361,015 $2,838,650 $2,876,160 $2,492,379 $52,485,323 COLLIER COUNTY TOURIST TAX MARCO ISLAND CAC July 12, 2018 VII-1 Staff Report 4 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $842 $1,151 $1,306 $1,450 $1,683 $1,837 $2,050 $1,786 $1,900 $1,774 $1,602 $1,372 $18,753 2006/2007 $1,306 $1,258 $1,837 $1,447 $2,307 $1,932 $1,982 $1,691 $1,466 $504 $786 $1,159 $17,675 2007/2008 $731 $746 $776 $966 $749 $828 $2,806 $1,501 $887 $650 $488 $530 $11,658 2008/2009 $410 $553 $686 $687 $808 $1,137 $952 $944 $618 $723 $671 $468 $8,657 2009/2010 $676 $624 $558 $754 $633 $912 $580 $596 $541 $965 $670 $663 $8,172 2010/2011 $625 $470 $639 $649 $649 $768 $928 $937 $440 $990 $517 $667 $8,279 2011/2012 $528 $489 $863 $1,067 $681 $740 $983 $879 $807 $709 $635 $614 $8,995 2012/2013 $457 $749 $804 $654 $882 $843 $1,056 $1,206 $1,017 $664 $496 $719 $9,547 2013/2014 $603 $722 $960 $903 $1,060 $1,039 $2,284 $1,501 $1,121 $718 $982 $794 $12,687 2014/2015 $564 $706 $1,117 $1,441 $1,245 $703 $2,809 $1,687 $1,180 $915 $963 $754 $14,084 2015/2016 $438 $944 $1,187 $688 $739 $2,657 $2,811 $1,957 $772 $2,875 $2,198 $2,599 $19,865 2016/2017 $2,278 $2,663 $3,405 $3,108 $2,639 $2,741 $5,517 $3,208 $2,988 $1,998 $1,419 $2,315 $34,279 2017/2018 $3,859 $5,316 $4,854 $4,489 $4,394 $6,396 $6,540 $5,361 $3,731 $44,940 TOTAL:$13,317 $703 $18,992 $18,303 $18,469 $22,533 $31,298 $23,254 $17,468 $13,485 $11,427 $12,654 $217,591 COLLIER COUNTY TOURIST TAX IMMOKALEE CAC July 12, 2018 VII-1 Staff Report 5 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $2,246 $3,922 $4,783 $6,921 $9,386 $15,217 $14,334 $13,423 $7,670 $3,754 $4,162 $3,331 $89,149 2006/2007 $4,678 $5,602 $5,705 $9,961 $12,884 $14,766 $16,860 $14,152 $8,653 $3,929 $4,101 $3,677 $104,968 2007/2008 $4,018 $5,424 $6,879 $9,724 $11,917 $16,032 $15,800 $11,327 $11,881 $4,136 $4,136 $3,481 $104,755 2008/2009 $3,443 $4,975 $7,186 $8,987 $11,486 $15,137 $15,206 $10,315 $5,932 $3,302 $3,729 $3,447 $93,145 2009/2010 $3,783 $4,473 $5,706 $8,704 $12,423 $15,656 $18,852 $10,467 $6,149 $3,705 $4,019 $3,055 $96,992 2010/2011 $3,270 $5,011 $6,326 $7,626 $10,020 $13,210 $17,210 $10,847 $6,870 $4,054 $5,237 $5,113 $94,794 2011/2012 $4,057 $5,607 $7,144 $9,161 $12,338 $17,648 $18,666 $9,921 $6,879 $4,220 $4,310 $2,760 $102,711 2012/2013 $6,921 $5,847 $8,340 $9,878 $14,311 $15,331 $19,962 $12,663 $7,850 $4,351 $5,896 $4,942 $116,292 2013/2014 $4,747 $5,151 $6,995 $12,217 $14,712 $21,076 $21,820 $15,074 $6,163 $7,558 $5,348 $5,580 $126,441 2014/2015 $5,491 $7,028 $9,630 $11,248 $13,741 $18,367 $34,109 $9,684 $11,501 $6,010 $6,910 $5,338 $139,057 2015/2016 $5,320 $7,818 $9,653 $12,146 $23,046 $19,371 $21,441 $10,272 $10,614 $5,503 $7,020 $4,774 $136,978 2016/2017 $5,792 $6,847 $7,355 $10,099 $16,229 $13,627 $19,695 $10,532 $6,629 $3,908 $4,981 $4,075 $109,769 2017/2018 $1,948 $2,457 $2,554 $8,301 $11,749 $16,583 $20,386 $21,269 $7,670 $92,917 TOTAL:$55,714 $70,162 $88,256 $124,973 $174,242 $212,021 $254,341 $159,946 $104,461 $54,430 $59,849 $49,573 $1,407,968 COLLIER COUNTY TOURIST TAX EVERGLADES CITY CAC July 12, 2018 VII-1 Staff Report 6 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $86,479 $255,807 $446,229 $534,560 $867,498 $1,119,215 $1,277,646 $777,494 $465,272 $357,870 $335,272 $262,452 $6,785,794 2006/2007 $245,217 $358,486 $492,296 $564,991 $952,204 $1,215,359 $1,354,022 $765,087 $465,420 $368,234 $336,767 $289,157 $7,407,240 2007/2008 $233,050 $342,484 $467,648 $602,044 $937,713 $1,172,727 $1,363,500 $726,065 $479,408 $332,957 $334,056 $280,120 $7,271,772 2008/2009 $190,563 $291,340 $395,097 $538,743 $749,012 $973,781 $1,060,618 $566,718 $358,045 $258,429 $289,170 $234,304 $5,905,820 2009/2010 $213,228 $235,663 $367,743 $514,622 $827,789 $1,013,235 $1,256,966 $636,092 $393,674 $282,867 $289,743 $235,133 $6,266,755 2010/2011 $217,861 $304,930 $359,617 $506,087 $813,768 $1,058,980 $1,357,406 $639,303 $422,707 $332,170 $323,179 $259,566 $6,595,574 2011/2012 $253,531 $342,743 $457,827 $643,501 $1,038,706 $1,239,892 $1,493,363 $694,955 $460,970 $337,636 $359,119 $278,418 $7,600,661 2012/2013 $272,701 $364,816 $492,571 $676,727 $1,172,851 $1,235,834 $1,738,679 $700,538 $498,074 $380,635 $346,039 $246,552 $8,126,017 2013/2014 $233,615 $413,939 $531,597 $748,942 $1,453,692 $1,542,772 $1,924,318 $881,271 $573,867 $451,258 $453,660 $407,724 $9,616,655 2014/2015 $305,368 $454,320 $592,116 $980,270 $1,638,465 $1,639,476 $2,196,507 $945,734 $606,906 $500,147 $500,735 $402,427 $10,762,471 2015/2016 $399,405 $483,228 $694,778 $1,053,597 $1,752,460 $1,731,161 $2,179,226 $912,053 $553,879 $451,873 $516,482 $366,398 $11,094,540 2016/2017 $410,746 $530,273 $644,528 $1,026,477 $1,624,157 $1,711,826 $2,082,685 $1,011,281 $600,619 $500,350 $520,749 $345,920 $11,009,611 2017/2018 $353,810 $553,253 $776,408 $1,320,258 $2,142,580 $2,158,277 $2,915,255 $1,361,395 $798,774 $12,380,010 TOTAL:$3,415,574 $4,931,282 $6,718,455 $9,710,819 $15,970,895 $17,812,535 $22,200,191 $10,617,986 $6,677,615 $4,554,426 $4,604,971 $3,608,171 $110,822,920 COLLIER COUNTY TOURIST TAX COLLIER COUNTY CAC July 12, 2018 VII-1 Staff Report 7 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/ 2006 $238,173 $523,284 $836,793 $1,058,211 $1,735,579 $2,241,964 $2,441,129 $1,500,894 $954,244 $734,243 $725,247 $544,998 $13,534,759 2006/ 2007 $436,452 $605,668 $859,051 $1,056,702 $1,835,999 $2,338,801 $2,608,708 $1,501,529 $907,302 $746,001 $710,183 $622,286 $14,228,682 2007/ 2008 $525,638 $689,286 $800,592 $1,240,865 $1,923,205 $2,310,172 $2,713,577 $1,577,193 $866,202 $805,292 $757,042 $586,617 $14,795,681 2008/ 2009 $399,869 $619,243 $798,658 $1,127,737 $1,634,522 $1,975,391 $2,021,992 $1,229,845 $748,687 $580,021 $639,464 $569,707 $12,345,136 2009/ 2010 $444,949 $546,988 $745,094 $1,057,680 $1,678,598 $2,032,871 $2,406,026 $1,323,167 $789,625 $584,332 $669,368 $577,933 $12,856,631 2010/ 2011 $478,857 $625,120 $750,069 $1,009,718 $1,601,322 $2,026,114 $2,566,965 $1,356,751 $850,683 $679,769 $730,744 $640,129 $13,316,241 2011/2012 $525,334 $691,705 $924,729 $1,208,561 $1,907,069 $2,325,647 $2,787,652 $1,437,632 $934,544 $730,332 $778,252 $646,793 $14,898,250 2012/2013 $627,861 $734,419 $959,221 $1,276,477 $2,057,493 $2,396,642 $3,303,059 $1,463,598 $1,041,187 $831,809 $838,300 $653,505 $16,183,571 2013/2014 $574,901 $876,087 $1,056,505 $1,520,239 $2,551,510 $2,782,632 $3,721,589 $1,895,808 $1,216,039 $939,370 $990,663 $1,011,824 $19,137,167 2014/2015 $684,811 $965,779 $1,234,208 $1,949,763 $2,992,190 $3,105,802 $4,279,428 $2,049,784 $1,115,485 $959,458 $975,615 $876,042 $21,188,365 2015/2016 $794,682 $1,003,722 $1,320,636 $2,040,375 $3,184,388 $3,323,336 $4,295,463 $1,869,371 $1,164,488 $929,830 $1,096,357 $816,149 $21,838,797 2016/2017 $813,891 $1,059,765 $1,289,344 $1,989,868 $2,870,125 $3,296,373 $4,129,743 $2,201,844 $1,284,169 $1,067,731 $1,173,533 $785,191 $21,961,577 2017/2018 $848,892 $1,237,475 $1,639,804 $2,628,350 $3,766,753 $3,926,484 $5,697,311 $2,756,497 $1,684,247 $24,185,813 TOTAL:$7,394,310 $10,178,541 $13,214,704 $19,164,546 $29,738,753 $34,082,229 $42,972,642 $22,163,913 $13,556,902 $9,588,188 $10,084,768 $8,331,174 $220,470,670 COLLIER COUNTY TOURIST TAX TOTALS NAPLES, MARCO ISLAND, IMMOKALEE, EVERGLADES CITY, COLLIER COUNTY CAC July 12, 2018 VII-1 Staff Report 8 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $1,466 $198 $874 $1,987 $3,447 $6,076 $10,463 $1,504 $4,446 $1,740 $179 $29 $32,409 2006/2007 $2,403 $320 $1,387 $2,519 $3,479 $4,476 $7,976 $1,601 $624 $692 $1,447 $284 $27,208 2007/2008 $296 $2,797 $964 $2,770 $6,901 $4,396 $5,539 $2,817 $587 $1,045 $176 $158 $28,446 2008/2009 $675 $111 $1,162 $1,700 $3,571 $4,192 $7,489 $1,210 $710 $349 $63 $41 $21,273 2009/2010 $367 $165 $947 $2,776 $3,910 $4,729 $6,041 $2,607 $1,350 $799 $133 $150 $23,974 2010/2011 $1,113 $260 $1,018 $2,495 $4,802 $5,119 $4,555 $3,300 $2,706 $879 $140 $133 $26,520 2011/2012 $896 $435 $1,497 $863 $5,735 $6,040 $10,405 $4,081 $1,847 $1,221 $166 $64 $33,250 2012/2013 $1,205 $5,819 $1,368 $7,009 $5,810 $6,385 $8,007 $4,216 $1,647 $1,764 $520 $504 $44,254 2013/2014 $1,152 $646 $2,975 $6,856 $5,244 $8,564 $9,155 $3,800 $1,300 $1,372 $527 $926 $42,517 2014/2015 $801 $900 $4,565 $2,897 $5,534 $7,732 $7,636 $2,667 $984 $542 $133 $63 $34,454 2015/2016 $0 $32 $582 $1,003 $1,100 $1,714 $1,380 $774 $20 $0 $0 $0 $6,605 2016/2017 $102 $0 $0 $366 $911 $928 $887 $146 $31 $0 $0 $0 $3,371 2017/2018 $304 $0 $0 $39 $993 $729 $1,442 $176 $0 $3,683 TOTAL:$10,780 $11,683 $17,339 $33,280 $51,437 $61,080 $80,975 $28,899 $16,252 $10,403 $3,484 $2,352 $327,964 COLLIER COUNTY TOURIST TAX APARTMENT CAC July 12, 2018 VII-1 Staff Report 9 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $18,115 $9,286 $24,892 $46,267 $62,578 $172,726 $290,466 $55,985 $24,142 $17,905 $14,052 $10,670 $747,084 2006/2007 $17,081 $12,475 $21,751 $61,089 $79,540 $188,992 $323,240 $57,775 $23,138 $20,648 $14,595 $19,893 $840,217 2007/2008 $26,279 $14,948 $26,623 $60,871 $114,344 $203,054 $362,939 $60,403 $34,262 $19,440 $17,944 $15,076 $956,183 2008/2009 $18,344 $13,399 $23,789 $52,809 $91,805 $192,617 $347,817 $58,346 $23,642 $19,728 $12,954 $10,983 $866,233 2009/2010 $19,477 $14,463 $32,182 $63,689 $67,669 $240,487 $412,028 $65,444 $26,234 $23,042 $50,203 $55,623 $1,070,541 2010/2011 $84,551 $18,112 $30,208 $63,785 $91,669 $231,388 $462,079 $56,684 $32,886 $37,981 $18,278 $15,431 $1,143,052 2011/2012 $39,952 $21,515 $35,761 $82,154 $118,188 $264,235 $531,116 $59,412 $47,525 $37,085 $14,978 $13,141 $1,265,062 2012/2013 $37,104 $19,268 $34,216 $94,314 $124,921 $219,346 $582,861 $90,012 $45,445 $40,211 $15,982 $16,249 $1,319,929 2013/2014 $38,983 $23,686 $46,013 $113,055 $152,407 $278,202 $669,832 $111,727 $47,175 $55,723 $31,761 $29,195 $1,597,759 2014/2015 $51,794 $33,782 $60,359 $151,936 $146,758 $354,350 $790,643 $116,876 $70,976 $76,779 $33,550 $26,069 $1,913,872 2015/2016 $60,967 $36,867 $68,114 $157,270 $162,164 $444,282 $887,877 $124,587 $75,496 $73,065 $40,103 $35,487 $2,166,279 2016/2017 $57,428 $29,696 $53,673 $170,875 $181,452 $480,269 $798,816 $116,418 $64,600 $73,171 $32,066 $17,110 $2,075,574 2017/2018 $61,592 $39,621 $62,368 $229,125 $166,958 $364,363 $1,047,501 $280,430 $105,406 $2,357,364 TOTAL:$531,667 $287,118 $519,949 $1,347,239 $1,560,453 $3,634,311 $7,507,215 $1,254,099 $620,927 $494,778 $296,466 $264,927 $18,319,149 COLLIER COUNTY TOURIST TAX CONDOMINIUM CAC July 12, 2018 VII-1 Staff Report 10 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $2,009 $2,462 $6,622 $17,116 $21,543 $30,174 $33,024 $11,607 $5,331 $3,474 $3,313 $3,135 $139,810 2006/2007 $3,579 $4,746 $11,676 $11,640 $20,946 $27,551 $38,732 $9,843 $5,634 $2,542 $2,679 $2,917 $142,485 2007/2008 $2,813 $3,141 $5,568 $14,015 $22,010 $27,176 $32,516 $13,625 $3,740 $3,059 $2,716 $2,530 $132,909 2008/2009 $2,648 $3,212 $4,849 $13,465 $39,031 $26,499 $40,324 $8,261 $3,491 $2,910 $1,959 $1,859 $148,508 2009/2010 $2,494 $2,999 $5,825 $13,772 $21,117 $30,227 $41,973 $7,260 $3,551 $1,501 $3,616 $1,954 $136,289 2010/2011 $1,903 $3,102 $5,296 $14,095 $18,919 $25,457 $42,028 $7,013 $3,961 $1,735 $3,441 $2,802 $129,752 2011/2012 $1,892 $3,546 $5,271 $11,540 $28,012 $27,270 $22,208 $7,704 $19,524 $2,046 $3,239 $2,103 $134,355 2012/2013 $2,387 $2,995 $6,424 $14,205 $23,600 $25,327 $37,713 $10,830 $3,897 $2,184 $4,143 $2,221 $135,926 2013/2014 $1,993 $3,212 $5,155 $14,761 $36,764 $35,967 $28,369 $11,973 $5,362 $3,463 $3,354 $3,157 $153,530 2014/2015 $3,597 $6,207 $9,069 $22,943 $38,241 $27,390 $46,976 $9,553 $4,949 $3,096 $3,347 $2,309 $177,677 2015/2016 $2,724 $4,412 $8,772 $20,618 $37,682 $31,554 $30,013 $8,095 $6,071 $2,937 $4,443 $1,717 $159,038 2016/2017 $7,602 $7,952 $8,080 $21,613 $34,788 $34,222 $32,073 $12,719 $4,890 $2,697 $3,482 $1,890 $172,008 2017/2018 $1,279 $5,875 $10,173 $23,802 $44,929 $40,963 $38,852 $22,224 $4,825 $192,922 TOTAL:$36,920 $53,861 $92,780 $213,585 $387,582 $389,777 $464,801 $140,707 $75,226 $31,644 $39,732 $28,594 $1,955,209 COLLIER COUNTY TOURIST TAX CAMPGROUND-RV-PARK CAC July 12, 2018 VII-1 Staff Report 11 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $284,057 $467,480 $720,774 $761,245 $1,112,751 $1,512,646 $1,716,480 $1,253,822 $855,707 $647,441 $626,697 $488,099 $10,447,199 2006/2007 $371,144 $531,060 $735,510 $744,056 $1,163,479 $1,582,476 $1,772,635 $1,282,854 $829,704 $641,921 $614,936 $533,317 $10,803,092 2007/2008 $450,926 $600,629 $663,134 $899,608 $1,210,928 $1,557,503 $1,811,406 $1,370,272 $738,197 $715,412 $647,247 $503,218 $11,168,480 2008/2009 $326,143 $547,238 $683,525 $804,914 $926,626 $1,244,914 $1,240,850 $1,012,168 $653,733 $484,556 $539,652 $482,466 $8,946,785 2009/2010 $367,978 $469,435 $611,459 $712,102 $1,010,110 $1,243,041 $1,434,996 $1,081,251 $698,121 $477,576 $532,222 $454,761 $9,093,052 2010/2011 $333,456 $555,623 $619,659 $684,174 $953,504 $1,315,029 $1,587,010 $1,132,637 $737,285 $567,319 $611,275 $569,446 $9,666,417 2011/2012 $410,547 $599,695 $765,114 $796,797 $1,113,647 $1,478,881 $1,662,425 $1,202,831 $787,911 $585,887 $662,575 $552,740 $10,619,050 2012/2013 $495,304 $623,240 $817,839 $841,115 $1,297,086 $1,528,434 $2,029,146 $1,189,336 $899,504 $657,869 $713,107 $550,807 $11,642,787 2013/2014 $421,418 $763,375 $861,981 $987,059 $1,521,759 $1,892,765 $2,217,126 $1,509,105 $1,053,566 $739,111 $836,888 $829,790 $13,633,943 2014/2015 $489,410 $800,822 $978,573 $1,246,839 $1,628,493 $2,041,235 $2,567,419 $1,640,157 $904,647 $714,526 $791,187 $719,164 $14,522,472 2015/2016 $587,337 $828,572 $1,055,353 $1,284,152 $1,686,637 $2,079,266 $2,455,547 $1,467,836 $974,845 $692,049 $885,940 $672,676 $14,670,210 2016/2017 $626,746 $877,729 $1,017,788 $1,287,233 $1,563,872 $2,039,072 $2,372,645 $1,759,078 $1,094,422 $813,074 $977,476 $673,803 $15,102,938 2017/2018 $613,533 $1,022,875 $1,308,762 $1,685,174 $2,115,325 $2,571,812 $3,327,182 $2,065,121 $1,369,241 $16,079,025 TOTAL:$5,777,999 $8,687,773 $10,839,471 $12,734,468 $17,304,217 $22,087,074 $26,194,867 $17,966,468 $11,596,883 $7,736,741 $8,439,202 $7,030,287 $156,395,450 COLLIER COUNTY TOURIST TAX HOTEL-MOTEL CAC July 12, 2018 VII-1 Staff Report 12 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $865 $2,254 $3,617 $4,037 $7,099 $8,669 $15,490 $9,765 $8,182 $4,710 $7,116 $5,100 $76,904 2006/2007 $2,028 $3,691 $9,886 $10,092 $19,130 $24,221 $26,340 $17,397 $9,043 $6,290 $12,221 $6,099 $146,438 2007/2008 $6,597 $7,295 $10,353 $10,716 $20,438 $19,074 $20,960 $13,613 $7,614 $7,215 $7,767 $6,333 $137,975 2008/2009 $4,897 $5,623 $7,807 $10,438 $14,909 $13,650 $20,868 $21,687 $10,080 $11,449 $13,356 $13,307 $148,071 2009/2010 $10,156 $9,509 $13,274 $20,198 $17,462 $28,801 $34,980 $31,383 $12,115 $19,999 $15,197 $9,839 $222,913 2010/2011 $7,444 $5,816 $13,426 $18,029 $17,347 $22,275 $27,152 $28,303 $16,540 $6,406 $14,542 $9,450 $186,730 2011/2012 $4,990 $7,843 $11,914 $14,375 $18,080 $18,075 $22,054 $23,386 $10,833 $11,349 $16,720 $6,776 $166,395 2012/2013 $7,420 $9,011 $8,739 $10,799 $18,677 $30,204 $25,897 $17,922 $11,497 $15,806 $14,176 $13,514 $183,662 2013/2014 $7,725 $9,110 $10,946 $16,611 $16,706 $24,095 $25,334 $25,782 $11,816 $10,651 $18,300 $9,171 $186,247 2014/2015 $7,907 $9,119 $9,317 $12,089 $20,035 $18,110 $29,146 $23,859 $12,435 $11,037 $9,440 $8,348 $170,842 2015/2016 $6,528 $8,747 $8,746 $11,803 $17,912 $18,711 $23,039 $16,287 $9,077 $8,436 $12,384 $9,435 $151,105 2016/2017 $6,671 $6,505 $7,993 $11,488 $14,095 $13,429 $26,460 $15,473 $15,673 $14,178 $17,732 $12,203 $161,900 2017/2018 $5,645 $7,545 $10,429 $15,348 $15,016 $20,863 $31,709 $42,375 $42,947 $191,877 TOTAL:$78,873 $92,068 $126,447 $166,023 $216,906 $260,177 $329,429 $287,232 $177,852 $127,526 $158,951 $109,575 $2,131,059 COLLIER COUNTY TOURIST TAX INTERVAL CAC July 12, 2018 VII-1 Staff Report 13 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $26 $312 $554 $517 $129 $779 $2,399 $45 $51 $89 $14 $2 $4,917 2006/2007 $3,093 $482 $203 $620 $1,110 $2,831 $2,017 $700 $828 $133 $160 $170 $12,347 2007/2008 $172 $288 $768 $1,444 $3,492 $1,941 $4,349 $557 $218 $461 $348 $450 $14,488 2008/2009 $43 $162 $1,057 $1,229 $1,982 $3,139 $4,012 $1,175 $702 $228 $249 $194 $14,172 2009/2010 $438 $746 $974 $1,688 $2,479 $1,940 $5,061 $2,170 $911 $516 $292 $464 $17,679 2010/2011 $352 $705 $1,477 $2,940 $3,895 $4,309 $5,743 $1,692 $879 $312 $266 $257 $22,827 2011/2012 $228 $517 $543 $1,455 $1,392 $3,710 $4,826 $1,441 $466 $126 $156 $157 $15,017 2012/2013 $126 $281 $1,558 $1,306 $1,815 $3,131 $6,289 $814 $1,025 ( $564)$327 $146 $16,254 2013/2014 $64 $80 $112 $842 $1,238 $1,737 $4,279 $505 $128 $19 $106 $6 $9,116 2014/2015 $19 $23 $116 $1,531 $522 $1,121 $5,015 $799 $552 $17 $16 $17 $9,748 2015/2016 $0 $37 $159 $585 $657 $2,431 $3,617 $534 $160 $187 $27 $19 $8,413 2016/2017 $18 $20 $323 $409 $610 $1,890 $2,965 $536 $46 $87 $38 $31 $6,973 2017/2018 $74 $69 $113 $417 $1,123 $952 $3,332 $826 $327 $7,233 TOTAL:$4,653 $3,722 $7,957 $14,983 $20,444 $29,911 $53,904 $11,794 $6,293 $1,611 $1,999 $1,913 $159,184 COLLIER COUNTY TOURIST TAX MOBILE HOME PARK CAC July 12, 2018 VII-1 Staff Report 14 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $9,710 $3,439 $4,409 $18,100 $17,773 $24,067 $52,042 $15,400 $5,945 $9,955 $6,729 $3,319 $170,888 2006/2007 $13,559 $4,549 $6,049 $20,838 $14,666 $23,955 $67,207 $13,573 $6,254 $16,936 $7,301 $8,453 $203,340 2007/2008 $17,673 $7,136 $12,482 $27,895 $15,617 $22,793 $82,815 $18,577 $11,121 $19,502 $8,797 $10,929 $255,337 2008/2009 $17,263 $11,147 $10,098 $33,205 $16,416 $33,371 $97,716 $19,903 $11,470 $23,375 $12,173 $9,587 $295,724 2009/2010 $24,226 $7,933 $12,349 $33,206 $16,749 $41,749 $113,111 $20,584 $9,537 $23,926 $12,516 $17,674 $333,560 2010/2011 $31,981 $9,989 $12,618 $39,011 $20,626 $40,342 $126,367 $27,892 $12,448 $28,622 $20,527 $9,345 $379,768 2011/2011 $45,000 $11,899 $21,462 $49,877 $28,960 $51,324 $151,981 $26,449 $21,948 $38,055 $14,146 $33,708 $494,809 2012/2013 $38,478 $20,317 $19,333 $64,759 $37,280 $58,743 $169,738 $37,878 $24,636 $47,914 $17,384 $13,850 $550,310 2013/2014 $52,554 $16,301 $22,264 $69,743 $46,047 $59,529 $246,183 $58,476 $28,202 $57,917 $23,435 $24,534 $705,185 2014/2015 $70,504 $28,196 $27,002 $102,653 $55,207 $89,876 $298,550 $52,158 $47,797 $69,675 $21,450 $26,396 $889,464 2015/2016 $67,138 $28,733 $31,540 $113,112 $59,552 $131,755 $361,396 $56,053 $34,679 $73,245 $26,281 $20,359 $1,003,843 2016/2017 $83,753 $21,429 $34,054 $113,691 $72,356 $139,427 $374,058 $83,333 $34,610 $89,029 $24,924 $20,192 $1,090,856 2017/2018 $85,962 $34,298 $44,503 $151,536 $65,860 $138,385 $492,868 $123,942 $47,377 $1,184,731 TOTAL:$557,801 $205,366 $258,163 $837,626 $467,109 $855,316 $2,634,032 $554,218 $296,024 $498,151 $195,663 $198,346 $7,557,815 COLLIER COUNTY TOURIST TAX SINGLE FAMILY CAC July 12, 2018 VII-1 Staff Report 15 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $21,925 $37,853 $75,051 $208,942 $510,259 $486,827 $320,765 $152,766 $50,440 $48,929 $67,147 $34,644 $2,015,548 2006/2007 $23,565 $48,345 $72,589 $205,848 $533,649 $484,299 $370,561 $117,786 $32,077 $56,839 $56,844 $51,153 $2,053,555 2007/2008 $20,882 $53,052 $80,700 $223,546 $529,475 $474,235 $393,053 $97,329 $70,463 $39,158 $72,047 $47,923 $2,101,863 2008/2009 $29,856 $38,351 $66,371 $209,977 $540,182 $457,009 $262,916 $107,095 $44,859 $37,426 $59,058 $51,270 $1,904,370 2009/2010 $19,813 $41,738 $68,084 $210,249 $539,102 $441,771 $357,570 $112,468 $37,806 $36,973 $55,189 $37,468 $1,958,231 2010/2011 $18,057 $31,513 $66,367 $185,189 $490,560 $382,195 $312,031 $99,230 $43,978 $36,515 $62,275 $33,265 $1,761,175 2011/2012 $21,829 $46,255 $83,167 $251,500 $593,055 $476,112 $382,637 $112,328 $44,490 $54,563 $66,272 $38,104 $2,170,312 2012/2013 $45,837 $53,488 $69,744 $242,970 $548,304 $525,072 $443,408 $112,590 $53,536 $66,625 $72,661 $56,214 $2,290,449 2013/2014 $51,012 $59,677 $107,059 $311,312 $771,345 $481,773 $521,311 $174,440 $68,490 $71,114 $76,292 $115,045 $2,808,870 2014/2015 $60,779 $86,730 $145,207 $408,875 $1,097,400 $565,988 $534,043 $203,715 $73,145 $83,786 $116,492 $93,676 $3,469,836 2015/2016 $69,988 $96,322 $147,370 $451,832 $1,218,684 $613,623 $532,594 $195,205 $64,140 $79,911 $127,179 $76,456 $3,673,304 2016/2017 $31,571 $116,434 $167,433 $384,193 $1,002,041 $587,136 $521,839 $214,141 $69,897 $75,495 $117,815 $59,962 $3,347,957 2017/2018 $80,503 $127,192 $203,456 $522,909 $1,356,549 $788,417 $754,425 $221,403 $114,124 $4,168,978 TOTAL:$495,617 $836,950 $1,352,598 $3,817,342 $9,730,605 $6,764,457 $5,707,153 $1,920,496 $767,445 $687,334 $949,271 $695,180 $33,724,448 COLLIER COUNTY TOURIST TAX REALTOR CAC July 12, 2018 VII-1 Staff Report 16 of 17 FISCAL YEAR OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER YEARLY TOTALS 2005/2006 $38,173 $523,284 $836,793 $1,058,211 $1,735,579 $2,241,964 $2,441,129 $1,500,894 $954,244 $734,243 $725,247 $544,998 $13,334,759 2006/2007 $436,452 $605,668 $859,051 $1,056,702 $1,835,999 $2,338,801 $2,608,708 $1,501,529 $907,302 $746,001 $710,183 $622,286 $14,228,682 2007/2008 $525,638 $689,286 $800,592 $1,240,865 $1,923,205 $2,310,172 $2,713,577 $1,577,193 $866,202 $805,292 $757,042 $586,617 $14,795,681 2008/2009 $399,869 $619,243 $798,658 $1,127,737 $1,634,522 $1,975,391 $2,021,992 $1,229,845 $748,687 $580,021 $639,464 $569,707 $12,345,136 2009/2010 $444,949 $546,988 $745,094 $1,057,680 $1,678,598 $2,032,871 $2,406,026 $1,323,167 $789,625 $584,332 $669,368 $577,933 $12,856,631 2010/2011 $478,857 $625,120 $750,069 $1,009,718 $1,601,322 $2,026,114 $2,566,965 $1,356,751 $850,683 $679,769 $730,744 $640,129 $13,316,241 2011/2012 $525,334 $691,705 $924,729 $1,208,561 $1,907,069 $2,325,647 $2,787,652 $1,437,632 $934,544 $730,332 $778,252 $646,793 $14,898,250 2012/2013 $627,861 $734,419 $959,221 $1,276,477 $2,057,493 $2,396,642 $3,303,059 $1,463,598 $1,041,187 $831,809 $838,300 $653,505 $16,183,571 2013/2014 $574,901 $876,087 $1,056,505 $1,520,239 $2,551,510 $2,782,632 $3,721,589 $1,895,808 $1,216,039 $939,370 $990,663 $1,011,824 $19,137,167 2014/2015 $684,811 $965,779 $1,234,208 $1,949,763 $2,992,190 $3,105,802 $4,279,428 $2,049,784 $1,115,485 $959,458 $975,615 $876,042 $21,188,365 2015/2016 $794,682 $1,003,722 $1,320,636 $2,040,375 $3,184,388 $3,323,336 $4,295,463 $1,869,371 $1,164,488 $929,830 $1,096,357 $816,149 $21,838,797 2016/2017 $813,891 $1,059,765 $1,289,344 $1,989,868 $2,870,125 $3,296,373 $4,129,743 $2,201,844 $1,284,169 $1,067,731 $1,173,533 $785,191 $21,961,577 2017/2018 $848,892 $1,237,475 $1,639,804 $2,628,350 $3,766,753 $3,926,484 $5,697,311 $2,756,497 $1,684,247 $24,185,813 TOTAL:$7,194,310 $10,178,541 $13,214,704 $19,164,546 $29,738,753 $34,082,229 $42,972,642 $22,163,913 $13,556,902 $9,588,188 $10,084,768 $8,331,174 $220,270,670 COLLIER COUNTY TOURIST TAX TOTALS APARTMENTS, CONDOMINIUM, CAMPGROUD/RV/PARK, HOTEL/MOTEL, INTERVAL, MOBILE HOME PARK, SINGLE FAILY, REALTOR CAC July 12, 2018 VII-1 Staff Report 17 of 17 approve 2018. . Plan, L and Development Code, and the Codes of L aws and O rdinances regarding the county’ s coastal intain the health, aesthetics, and safety of the county’ s coastal waterways and communities. GROWTH MANAGEMENT IMPACT . CAC July 12, 2018 VIII-1 New Business 1 of 1 CAC July 12, 2018 VIII-1 New Business 1 of 156 CAC July 12, 2018 VIII-1 New Business 2 of 156 CAC July 12, 2018 VIII-1 New Business 3 of 156 CAC July 12, 2018 VIII-1 New Business 4 of 156 CAC July 12, 2018 VIII-1 New Business 5 of 156 CAC July 12, 2018 VIII-1 New Business 6 of 156 CAC July 12, 2018 VIII-1 New Business 7 of 156 CAC July 12, 2018 VIII-1 New Business 8 of 156 CAC July 12, 2018 VIII-1 New Business 9 of 156 CAC July 12, 2018 VIII-1 New Business 10 of 156 CAC July 12, 2018 VIII-1 New Business 11 of 156 CAC July 12, 2018 VIII-1 New Business 12 of 156 CAC July 12, 2018 VIII-1 New Business 13 of 156 CAC July 12, 2018 VIII-1 New Business 14 of 156 CAC July 12, 2018 VIII-1 New Business 15 of 156 CAC July 12, 2018 VIII-1 New Business 16 of 156 CAC July 12, 2018 VIII-1 New Business 17 of 156 CAC July 12, 2018 VIII-1 New Business 18 of 156 CAC July 12, 2018 VIII-1 New Business 19 of 156 CAC July 12, 2018 VIII-1 New Business 20 of 156 CAC July 12, 2018 VIII-1 New Business 21 of 156 CAC July 12, 2018 VIII-1 New Business 22 of 156 CAC July 12, 2018 VIII-1 New Business 23 of 156 CAC July 12, 2018 VIII-1 New Business 24 of 156 CAC July 12, 2018 VIII-1 New Business 25 of 156 CAC July 12, 2018 VIII-1 New Business 26 of 156 CAC July 12, 2018 VIII-1 New Business 27 of 156 CAC July 12, 2018 VIII-1 New Business 28 of 156 CAC July 12, 2018 VIII-1 New Business 29 of 156 CAC July 12, 2018 VIII-1 New Business 30 of 156 CAC July 12, 2018 VIII-1 New Business 31 of 156 CAC July 12, 2018 VIII-1 New Business 32 of 156 CAC July 12, 2018 VIII-1 New Business 33 of 156 CAC July 12, 2018 VIII-1 New Business 34 of 156 CAC July 12, 2018 VIII-1 New Business 35 of 156 CAC July 12, 2018 VIII-1 New Business 36 of 156 CAC July 12, 2018 VIII-1 New Business 37 of 156 CAC July 12, 2018 VIII-1 New Business 38 of 156 CAC July 12, 2018 VIII-1 New Business 39 of 156 CAC July 12, 2018 VIII-1 New Business 40 of 156 CAC July 12, 2018 VIII-1 New Business 41 of 156 CAC July 12, 2018 VIII-1 New Business 42 of 156 CAC July 12, 2018 VIII-1 New Business 43 of 156 CAC July 12, 2018 VIII-1 New Business 44 of 156 CAC July 12, 2018 VIII-1 New Business 45 of 156 CAC July 12, 2018 VIII-1 New Business 46 of 156 CAC July 12, 2018 VIII-1 New Business 47 of 156 CAC July 12, 2018 VIII-1 New Business 48 of 156 CAC July 12, 2018 VIII-1 New Business 49 of 156 CAC July 12, 2018 VIII-1 New Business 50 of 156 CAC July 12, 2018 VIII-1 New Business 51 of 156 CAC July 12, 2018 VIII-1 New Business 52 of 156 CAC July 12, 2018 VIII-1 New Business 53 of 156 CAC July 12, 2018 VIII-1 New Business 54 of 156 CAC July 12, 2018 VIII-1 New Business 55 of 156 CAC July 12, 2018 VIII-1 New Business 56 of 156 CAC July 12, 2018 VIII-1 New Business 57 of 156 CAC July 12, 2018 VIII-1 New Business 58 of 156 CAC July 12, 2018 VIII-1 New Business 59 of 156 CAC July 12, 2018 VIII-1 New Business 60 of 156 CAC July 12, 2018 VIII-1 New Business 61 of 156 CAC July 12, 2018 VIII-1 New Business 62 of 156 CAC July 12, 2018 VIII-1 New Business 63 of 156 CAC July 12, 2018 VIII-1 New Business 64 of 156 CAC July 12, 2018 VIII-1 New Business 65 of 156 CAC July 12, 2018 VIII-1 New Business 66 of 156 CAC July 12, 2018 VIII-1 New Business 67 of 156 CAC July 12, 2018 VIII-1 New Business 68 of 156 CAC July 12, 2018 VIII-1 New Business 69 of 156 CAC July 12, 2018 VIII-1 New Business 7 0 of 156 CAC July 12, 2018 VIII-1 New Business 7 1 of 156 CAC July 12, 2018 VIII-1 New Business 7 2 of 156 CAC July 12, 2018 VIII-1 New Business 7 3 of 156 CAC July 12, 2018 VIII-1 New Business 7 4 of 156 CAC July 12, 2018 VIII-1 New Business 7 5 of 156 CAC July 12, 2018 VIII-1 New Business 7 6 of 156 CAC July 12, 2018 VIII-1 New Business 7 7 of 156 CAC July 12, 2018 VIII-1 New Business 7 8 of 156 CAC July 12, 2018 VIII-1 New Business 7 9 of 156 CAC July 12, 2018 VIII-1 New Business 80 of 156 CAC July 12, 2018 VIII-1 New Business 81 of 156 CAC July 12, 2018 VIII-1 New Business 82 of 156 CAC July 12, 2018 VIII-1 New Business 83 of 156 CAC July 12, 2018 VIII-1 New Business 84 of 156 CAC July 12, 2018 VIII-1 New Business 85 of 156 CAC July 12, 2018 VIII-1 New Business 86 of 156 CAC July 12, 2018 VIII-1 New Business 87 of 156 CAC July 12, 2018 VIII-1 New Business 88 of 156 CAC July 12, 2018 VIII-1 New Business 89 of 156 CAC July 12, 2018 VIII-1 New Business 9 0 of 156 CAC July 12, 2018 VIII-1 New Business 9 1 of 156 CAC July 12, 2018 VIII-1 New Business 9 2 of 156 CAC July 12, 2018 VIII-1 New Business 9 3 of 156 CAC July 12, 2018 VIII-1 New Business 9 4 of 156 CAC July 12, 2018 VIII-1 New Business 9 5 of 156 CAC July 12, 2018 VIII-1 New Business 9 6 of 156 CAC July 12, 2018 VIII-1 New Business 9 7 of 156 CAC July 12, 2018 VIII-1 New Business 9 8 of 156 CAC July 12, 2018 VIII-1 New Business 9 9 of 156 CAC July 12, 2018 VIII-1 New Business 100 of 156 CAC July 12, 2018 VIII-1 New Business 101 of 156 CAC July 12, 2018 VIII-1 New Business 102 of 156 CAC July 12, 2018 VIII-1 New Business 103 of 156 CAC July 12, 2018 VIII-1 New Business 104 of 156 CAC July 12, 2018 VIII-1 New Business 105 of 156 CAC July 12, 2018 VIII-1 New Business 106 of 156 CAC July 12, 2018 VIII-1 New Business 107 of 156 CAC July 12, 2018 VIII-1 New Business 108 of 156 CAC July 12, 2018 VIII-1 New Business 109 of 156 CAC July 12, 2018 VIII-1 New Business 110 of 156 CAC July 12, 2018 VIII-1 New Business 111 of 156 CAC July 12, 2018 VIII-1 New Business 112 of 156 CAC July 12, 2018 VIII-1 New Business 113 of 156 CAC July 12, 2018 VIII-1 New Business 114 of 156 CAC July 12, 2018 VIII-1 New Business 115 of 156 CAC July 12, 2018 VIII-1 New Business 116 of 156 CAC July 12, 2018 VIII-1 New Business 117 of 156 CAC July 12, 2018 VIII-1 New Business 118 of 156 CAC July 12, 2018 VIII-1 New Business 119 of 156 CAC July 12, 2018 VIII-1 New Business 120 of 156 CAC July 12, 2018 VIII-1 New Business 121 of 156 CAC July 12, 2018 VIII-1 New Business 122 of 156 CAC July 12, 2018 VIII-1 New Business 123 of 156 CAC July 12, 2018 VIII-1 New Business 124 of 156 CAC July 12, 2018 VIII-1 New Business 125 of 156 CAC July 12, 2018 VIII-1 New Business 126 of 156 CAC July 12, 2018 VIII-1 New Business 127 of 156 CAC July 12, 2018 VIII-1 New Business 128 of 156 CAC July 12, 2018 VIII-1 New Business 129 of 156 CAC July 12, 2018 VIII-1 New Business 130 of 156 CAC July 12, 2018 VIII-1 New Business 131 of 156 CAC July 12, 2018 VIII-1 New Business 132 of 156 CAC July 12, 2018 VIII-1 New Business 133 of 156 CAC July 12, 2018 VIII-1 New Business 134 of 156 CAC July 12, 2018 VIII-1 New Business 135 of 156 CAC July 12, 2018 VIII-1 New Business 136 of 156 CAC July 12, 2018 VIII-1 New Business 137 of 156 CAC July 12, 2018 VIII-1 New Business 138 of 156 CAC July 12, 2018 VIII-1 New Business 139 of 156 CAC July 12, 2018 VIII-1 New Business 140 of 156 CAC July 12, 2018 VIII-1 New Business 141 of 156 CAC July 12, 2018 VIII-1 New Business 142 of 156 CAC July 12, 2018 VIII-1 New Business 143 of 156 CAC July 12, 2018 VIII-1 New Business 144 of 156 CAC July 12, 2018 VIII-1 New Business 145 of 156 CAC July 12, 2018 VIII-1 New Business 146 of 156 CAC July 12, 2018 VIII-1 New Business 147 of 156 CAC July 12, 2018 VIII-1 New Business 148 of 156 CAC July 12, 2018 VIII-1 New Business 149 of 156 CAC July 12, 2018 VIII-1 New Business 150 of 156 CAC July 12, 2018 VIII-1 New Business 151 of 156 CAC July 12, 2018 VIII-1 New Business 152 of 156 CAC July 12, 2018 VIII-1 New Business 153 of 156 CAC July 12, 2018 VIII-1 New Business 154 of 156 CAC July 12, 2018 VIII-1 New Business 155 of 156 CAC July 12, 2018 VIII-1 New Business 156 of 156 Beach Width= Beginning Width= tO I Annual Erosion=N Annual Accretion= End Beach Width= 79 45 124 Beginning Width= 89 N I Annual Erosion=N AnnualAccretion= z End Beach Width= 91 Beginning Width= L24 Annual Erosion= -7 AnnualAccretion= End Beach Width= 1.17 NooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= -1 9C (n F{oN Beginning Width= Lt7 @ I Annual Erosion=N AnnualAccretion= End Beach Width= -t9 98 Beginning Width= 90 Annual Erosion= AnnualAccretion= 33 End Beach Width= 1,23 + F{oN Beginning Width= 98 O'r 8 Annual Erosion= -2N AnnualAccretion= End Beach Width= 96 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= lrl F{oN 23 -7 109 Beginning Width= 96 Annual Erosion= AnnualAccretion= 1 End Beach Width= 97 oFloN Beginning Width= Annual Erosion= -77 Annual Accretion= End Beach Width= 98 ro F{oN 09 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 91 F{ FloN 89 Beginning Width= 98 Annual Erosion= AnnualAccretion= 17 End Beach Width= 115 t\ F{oN Beginning Width=15 @ 8 Annual Erosion= -27N AnnualAccretion= End Beach Width= 94 CAC July 12, 2018 VIII-1 New Business 1 of 156 hotr o.=tro =o Ll!q, 20r"8 2017 2016 2015 20t4 2073 2012 20Lt 20to 2009 2008 2007 2006 2005 -pg5ign Standard -{-MHWL (+.33 NAVD) R.27 Hurricane lrma (sept.2017) Fill Placement 35,470 CY (2016) R-24to R-30 Upland Source Fill Placement 66,000 CY (2013) R-23 to R-30 Upland Source 90 Fill Placement 11,000 CY (2012) R-26 to R-30 Upland Source Tropicalstorm Fay (Aug. 2008) Fill Placement 19,000 CY (May 2006) Hurricane Wilma (Oct. 2005) Hurricane Katrina (Aug. 2OO5) 79 TropicalStorm Debbie (June 2012) Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 2 of 156 R-28 2005 Beach Width=97 (oooN Beginning Width= 97 Annual Erosion= AnnualAccretion= 4L End Beach Width= 138 Beginning Width= 1,1,1 Annual Erosion= Annual Accretion= End Beach Width= -72 99 NFloN Beginning Width= t\ I Annual Erosion=N AnnualAccretion= End Beach Width= 38 5-1 123 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 99 -17 88 fftHoN Beginning Width= 1,23 @ 8 Annual Erosion= -1,1,N AnnualAccretion= End Beach Width= L12 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 88 32 L20 $ F{oN Beginning Width= 1_1_2 gr 8 Annual Erosion= -4N AnnualAccretion= End Beach Width= 108 Beginning Width= I2O ta I Annual Erosion= -1N Annual Accretion= End Beach Width= 119 Beginning Width=08 Annual Erosion= Annual Accretion= 4 End Beach Width= L12 o F{oN Beginning Width= 1,19 Annual Erosion= -1i. Annual Accretion= End Beach Width= 108 (o F{oN Beginning Width= 1,12 Annual Erosion= -1 Annual Accretion= End Beach Width= 1,1,1 Fl FloN Beginning Width= 108 Annual Erosion= AnnualAccretion= Lt End Beach Width= 1,19 N FloN Beginning Width= Ll Annual Erosion= -9 AnnualAccretion= End Beach Width= 110 6 F{oN CAC July 12, 2018 VIII-1 New Business 3 of 156 2018 2017 20L6 2015 2014 2013 boc Lp zotz tro o 20tt L (Eo 2010 2009 2008 2007 2006 2005 -ps5ign Standard -+MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) R-28 Hurricane lrma (sept.2o17) Fill Placement 35,470 CY (2016) R-24 to R-30 Upland Source Fill Placement 66,000 CY (2013) R-23 to R-30 Upland Source Fill Placement 11,000 CY (2012) R-26 to R-30 Upland Source Tropicalstorm Fay (August 2008) Fill Placement 15,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) TropicalStorm Debbie (June 2012) CAC July 12, 2018 VIII-1 New Business 4 of 156 R-29 2005 Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 12C Annual Erosion= -15 AnnualAccretion= End Beach Width= 105 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 123 Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= I07 Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 119 -13 106 CAC July 12, 2018 VIII-1 New Business 5 of 156 2018 20L7 20t6 2015 2014 20].3 uoc L E zotzco o 20!t L(!o 2010 2009 2008 2007 2006 2005 Tropicalstorm Debbie (June 2012) -13.0 ft 10.0 ft -10.0 ft -4.0 ft 30.0 ft -5.0 ft -8.0 fr -1.0 ft 3.0 ft -15.0 ft -23.0 ft ss.0 ft -pg5ign Standard -+MHWL (+.33 NAVD) R-29 Hurricane lrma (sept.2o17) Fill Placement 35,470 CY (2016) R-24 to R-30 Upland Source Fill Placement 66,000 CY (2013) R-23 to R-30 UPland Source Fill Placement 11,000 CY (2012) R-26 to R-30 Upland Source Tropicalstorm Fay (Aug. 2008) Fill Placement 15,000 CY (MaY 2006) Hurricane Wilma (Oct. 2005) -- tr- L-r^^ r4..- lnnE\ 88Hurricane Katrina (Aug. 2005) Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 6 of 156 R-30 2005 Beach Width= Beginning Width= 110 (o I Annual Erosion=N AnnualAccretion= 31 End Beach Width= 1,4 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= N I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= 1,L7 Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 131 @ I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= ILC sf F{Cj Annual Erosion=N AnnualAccretion= 15 End Beach Width= t2S Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= L25 Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= L2 Annual Erosion= -1, Annual Accretion= End Beach Width= 113 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 113 Annual Erosion= -5 AnnualAccretion= End Beach Width= 108 Beginning Width= 113 Annual Erosion= AnnualAccretion= End Beach Width= 1_I Beginning Width= 1,I Annual Erosion= 0 AnnualAccretion= 0 End Beach Width= 1.L6 CAC July 12, 2018 VIII-1 New Business 7 of 156 R-30 Hurricane lrma (sept.2o17) Fill Placement 35,470 CY (2016) R-24 to R-30 Upland Source Fill Placement 66,000 CY (2013 R-23 to R-30 Upland Source Fill Placement 11,000 CY (2072 R-26 to R-30 Upland Source Tropicalstorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 5,000 CY (MaY 2006) Hurricane Katrina (August 2005) 20L8 2017 2076 20L5 201.4 20t3 u0tr L P zotz tro E o 20tt L a!o 20LO 2009 2008 2007 2006 2005 -Design Standard --FMHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 8 of 156 R-31 2005 Beach Width= 109 (OooN Beginning Width= 109 Annual Erosion= AnnualAccretion= 23 End Beach Width= 132 NFloN Beginning Width= LZ4 Annual Erosion= -7 AnnualAccretion= End Beach Width= tI7 Beginning Width= 132 l\ 8 Annual Erosion= -I1.N AnnualAccretion= End Beach Width= 12L Beginning Width= 1.17 Annual Erosion= Annual Accretion= End Beach Width=LO2 L5 (n FloN Beginning Width= !2L q, I Annual Erosion=N Annual Accretion= End Beach Width= -4 1.17 Beginning Width= tO2 Annual Erosion= AnnualAccretion= 28 End Beach Width= 130 + F{oN Beginning Width= tL7 o) I Annual Erosion=N AnnualAccretion= 19 End Beach Width= 136 Beginning Width=3C Annual Erosion= AnnualAccretion= 1 End Beach Width= 131 I,} F{oN Beginning Width= 136 Annual Erosion= -5 AnnualAccretion= End Beach Width= 131 o F{oN Beginning Width= 131 Annual Erosion= -8 AnnualAccretion= End Beach Width= L23 (o F{oN Beginning Width= 131 F{ F{d Annual Erosion= -7N AnnualAccretion= End Beach Width= !24 Beginning Width= 123 Annual Erosion= Annual Accretion= 2 End Beach Width= t25 r\ F{oN Beginning Width= 12 Annual Erosion= -1C AnnualAccretion= End Beach Width= 115 @ F{oN CAC July 12, 2018 VIII-1 New Business 9 of 156 R-31 Hurricane lrma (sept. 2017) Fill Placemenl2T,OOO CY (201-3) R-31to R-36 Upland Source TropicalStorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 10,000 CY (May 2006) Hurricane Katrina (August 2005) 20L8 2017 20t6 2015 201.4 2013 botr F zotz tro E O ZOLL Lt!o 2010 2009 2008 2007 2006 2005 - pg5ign Standard -I-MHWL (+.33 NAVD) 75 100 L25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 10 of 156 2005 Beach Width= Beginning Width= 1.07 ro I Annual Erosion=N Annual Accretion= Zg End Beach Width= 136 N F{oN Beginning Width= 128 Annual Erosion= -1,1 AnnualAccretion= End Beach Width= 1,17 3€ -t Beginning Width= r\ I Annual Erosion=N AnnualAccretion= End Beach Width=tzc (n F{oN Beginning Width= 1,17 Annual Erosion= -5 AnnualAccretion= End Beach Width= 1,12 1.2C -14 106 Beginning Width= @ I Annual Erosion=N Annual Accretion= End Beach Width= <f F{oN Beginning Width= 1,12 Annual Erosion= AnnualAccretion= 7 End Beach Width= 119 Beginning Width=06 or I Annual Erosion=N AnnualAccretion= 18 End Beach Width= 124 tfl F{oN Beginning Width=19 Annual Erosion= AnnualAccretion= 7 End Beach Width= L26 12 1.23 Beginning Width= o I Annual Erosion=N Annual Accretion= End Beach Width= rO F{oN Beginning Width= 126 Annual Erosion= -10 Annual Accretion= End Beach Width= tt6 Fl F{oN Beginning Width= 123 Annual Erosion= AnnualAccretion= 5 End Beach Width= 728 t\ F{oN Beginning Width= tI Annual Erosion= -1, Annual Accretion= End Beach Width= 118 Beginning Width=18 Annual Erosion= AnnualAccretion= t End Beach Width= 119 @ F{oN CAC July 12, 2018 VIII-1 New Business 11 of 156 R-32 Hurricane lrma (Sept.2o17) Fill Placement 27,000 CY (2013) R-31to R-36 Upland Source Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 10,000 CY (MaY 2006) Hurricane Katrina (August 2005) 2018 2017 201.6 2075 20L4 2073 uotr L F_ zorzco I o 201-1 Loo 2010 2009 2008 2007 2006 2005 - Design Standard ..I-MHWL (+.33 NAVD) 7s 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 12 of 156 R-33 2005 Beach Width= Beginning Width= 91. ro I Annual Erosion=N AnnualAccretion= 16 End Beach Width= 10 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= !\ 8 Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= @ I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= 95 Annual Erosion= AnnualAccretion= 8 End Beach Width= 103 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 108 Annual Erosion= AnnualAccretion= 3 End Beach Width= 1.1.1 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 1.1.1 Annual Erosion= Annual Accretion= 2 End Beach Width= 11-3 Beginning Width= I02 Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 105 e E Annual Erosion= -2N AnnualAccretion= End Beach Width= 103 CAC July 12, 2018 VIII-1 New Business 13 of 156 Hurricane lrma (Sept. 2017) Fill Placement 27,000 CY (2013) R-31 to R-36 Upland Source Tropicalstorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 10,000 CY (May 2006) Hurricane Katrina (August 2005) 91 2018 20L7 2076 201.5 2074 20L3 boc E zotz Eo E o 2011 L(Eo 2010 2009 2008 2007 2006 2005 - Design Standard +MHWL (+.33 NAVD) 7s 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 14 of 156 2005 Beach Width= rgooN Beginning Width= 83 Annual Erosion= AnnualAccretion= 21, End Beach Width= 1-O4 N F{oN Beginning Width=00 Annual Erosion= AnnualAccretion= 2 End Beach Width= 1,O2 Beginning Width=o4 N I Annual Erosion=N AnnualAccretion= 3 End Beach Width= 1.O7 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= LO2 -13 89 ft1 F{oN Beginning Width= 107 @ I Annual Erosion=N Annual Accretion= End Beach Width= 20 87 Beginning Width= 89 sf E Annual Erosion=N AnnualAccretion= 'J.1: End Beach Width= 100 Beginning Width= 87 o) I Annual Erosion=N AnnualAccretion= 6 End Beach Width= 93 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 00 -5 95 tl F{oN Beginning Width= 93 Annual Erosion= Annual Accretion= 17 End Beach Width= 110 oFloN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 95 -1 94 ro FloN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width=100 1.1 -1 F{ F{oN Beginning Width= 94 Annual Erosion= AnnualAccretion= L End Beach Width= 95 F F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 95 -5 89 @ F{oN CAC July 12, 2018 VIII-1 New Business 15 of 156 boc Lo.:co =bo (Eo 2018 20]-7 2016 2075 2014 20!3 20]-2 2011- 20L0 2009 2008 2007 2006 - Design Standard .+MHWL (+.33 NAVD) 100 725 R-34 Hurricane lrma (Sept.2o17) Fill Placement 8,500 CY (201-6) R-34 to R-37 Upland Source 94 Fill Placement 27,000 CY (2013) R-31to R-36 UPland Source Tropicalstorm Debbie (June 2012) Tropical Storm FaY (August 2008) Fill Placement 10,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) -s.0 ft 1_1.0 ft -13.0 ft 2.0 ft -10.0 ft 17.0 ft 6.0 ft -20.0 ft 3.0 ft 21.0 ft Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 16 of 156 R-3s 2005 Beach Width= Beginning Width= (Oo5 Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= 94 Annual Erosion= -7 Annual Accretion= End Beach Width= Beginning Width= No6 Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= gj (r1 F{Cj Annual Erosion= -5N Annual Accretion= End Beach Width= gz Beginning Width= @ I Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= j oro5 Annual Erosion=N AnnualAccretion= 1 End Beach Width= 94 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 94 Annual Erosion= Annual Accretion= 3 End Beach Width= 97 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= CAC July 12, 2018 VIII-1 New Business 17 of 156 2018 2017 20L6 2015 20L4 2073 botr E zorz tro o 20]-7 oo 2010 2009 2008 2007 2006 2005 -s.0 ft 6.0 ft -11.0 ft -10.0 ft 22.Oft -5.0 ft -7.0 ft -3.0 ft 3.0 ft 15.0 fr -19.0 ft -5.0 ft 21.0 ft -Design standard +MHWL (+.33 NAVD) R-35 Hurricane lrma (SePt.2o17) Fill Placement 8,500 CY (2016) R-34 to R-37 Upland Source Fill Placement 27,000 CY (2013) R-31to R-36 UPland Source 82 Tropicalstorm Debbie (June 2012) Tropical Storm FaY (August 2008) Fill Placement 14,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 82 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 18 of 156 R-36 2005 Beach Width= Beginning Width= (o 8 Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 92 @ I Annual Erosion= -13NAnnual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 79 Annual Erosion= Annual Accretion= 3 End Beach Width= gz Beginning Width= 96 rn F{d Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= 8 Annual Erosion= Annual Accretion= I End Beach Width= 92 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= @ F{ii Annual Erosion=N Annual Accretion= End Beach Width= CAC July 12, 2018 VIII-1 New Business 19 of 156 R-36 Hurricane lrma (Sept.2017) Fill Placement 8,500 CY (20L6) R-34 to R-37 Upland Source 81 Fill Placement 27,000 CY (2013) R-31 to R-36 Upland Source Tropicalstorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 9,000 CY (May 2006) s6 Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 84 - pg5ign Standard -{-MHWL (+.33 NAVD) 2018 20L7 20L6 2075 201_4 2013 d!E E zotz tro o 2077 Loo 2010 2009 2008 2007 2006 200s 75 100 725 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 20 of 156 Beach Width= Beginning Width= (o I Annual Erosion=N AnnualAccretion= End Beach Width= 99 92 Beginning Width= 83 Annual Erosion= AnnualAccretion= 12 End Beach Width= 95 N F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 92 7 99 t\ooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 95 -1 85 (n F{oN Beginning Width= 00 I Annual Erosion=N Annual Accretion= End Beach Width= 99 7 92 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 85 sf F{oN 8 93 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= orooN 92 6 98 Beginning Width= 93 ln I Annual Erosion=N AnnualAccretion= 2 End Beach Width= 95 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= o F{oN 9t 95 Beginning Width= ro I Annual Erosion=N AnnualAccretion= End Beach Width= 95 -4 91 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= F{ F{oN 95 -12 83 Beginning Width= Annual Erosion-- Annual Accretion= End Beach Width= 9L 5 96 t\ F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 96 -3 93 @ F{oN CAC July 12, 2018 VIII-1 New Business 21 of 156 R-37 Hurricane lrma (Sept.2o17) Fill Placement 8,500 CY (2016) R-34 to R-37 Upland Source 91 Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 9,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) u0tr Lo.=tro o L(Eo 2018 20]-7 2016 20]-5 2014 2013 2012 20!7 2010 2009 2008 2007 2006 2005 -Design standard -{-MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 22 of 156 2005 Beach Width= 106 18 88 rOooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= N F{oN Beginning Width=7 Annual Erosion= AnnualAccretion= 32 End Beach Width= 109 Beginning Width= 88 r\ I Annual Erosion=N AnnualAccretion= 28 End Beach Width= 1L6 Beginning Width= 109 Annual Erosion= AnnualAccretion= End Beach Width= -15 93 fn F{oN Beginning Width= 1,1 @ 8 Annual Erosion= -12N AnnualAccretion= End Beach Width= 104 Beginning Width= 93 Annual Erosion= AnnualAccretion= 8 End Beach Width= 101 sf F{oN Beginning Width= 1.O4 c't I Annual Erosion=N Annual Accretion= End Beach Width= tO4 Beginning Width= 101 rrl I Annual Erosion=N AnnualAccretion= 3 End Beach Width= LO4 Beginning Width= 104 Annual Erosion= Annual Accretion= End Beach Width=101 o F{oN Beginning Width= tO4 Annual Erosion= Annual Accretion= End Beach Width=1.O2 (o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 101 -24 F{ F{oN Beginning Width= LOz Annual Erosion= AnnualAccretion= 8 End Beach Width= 110 N F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 10 -6 104 @ F{oN CAC July 12, 2018 VIII-1 New Business 23 of 156 t04 R-38 Hurricane lrma (sept.2o17) ] ( 6.0 ft 8.0 ft -2.0 ft to4 101 J 3.0 ft 8.0 ft*L Tropicalstorm Debbie (June 2012)\Z 109 -16.0 fr 32.0 ft \* -24.Oft -3.0 ft 104 _ 0.0 ftTropical Storm FaY (August 2008) Fill Placement 9,000 CY (MaY 2006) -12.0 ft 28.0 ft Hr'*',.*" wiima (october 2005) \ Hurricane Katrina (August 2005) \ -18.0 ft 06 2018 20!7 2016 20L5 201-4 2073 00c L E zotz Eo =o 20LL Loo ..1-MHWL (+.33 NAVD) 20!0 2009 2008 2007 2006 2005 75 100 L252550 Beach Width From Baseline (Feet) 150 175 200 CAC July 12, 2018 VIII-1 New Business 24 of 156 R-39 2005 Beach Width= Beginning Width= 101 (o I Annual Erosion= -6N Annual Accretion= End Beach Width= 95 Beginning Width= 94 Annual Erosion= Annual Accretion= 13 End Beach Width= IO7 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= @o6 Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= or I Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= gC Annual Erosion= Annual Accretion= 31 End Beach Width= 1.Lt Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 1,1,1 Annual Erosion= -17 Annual Accretion= End Beach Width= Beginning Width= IO7 Annual Erosion= Annual Accretion= End Beach Width= 1,L Beginning Width= tLl 6 F{Cj Annual Erosion= -16N Annual Accretion= End Beach Width= 95 CAC July 12, 2018 VIII-1 New Business 25 of 156 R-39 Hurricane trma (sept.2o17) Clam Pass Dredge and Fillfrom R39 to R41.5 15,000 CY (Mar. 2013) s7 TropicalStorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 9,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) o0tr Lo2tro o l!o 2018 2017 2016 2015 20t4 2013 2072 207L 2010 2009 2008 2007 2006 2005 -*-MHWL (+.33 NAVD) 75 100 Lzs Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 26 of 156 R-40 2005 Beach Width= Beginning Width= 73 ro I Annual Erosion=N AnnualAccretion= 4 End Beach Width= 77 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 1.1 -3 83 N F{oN Beginning Width= 77 Annual Erosion= AnnualAccretion= 4 End Beach Width= 81 t\ooN Beginning Width= 83 Annual Erosion= AnnualAccretion= 28 End Beach Width= LLI (n F{oN Beginning Width= 00 I Annual Erosion=N AnnualAccretion= End Beach Width= -5 76 Beginning Width= tLL Annual Erosion= AnnualAccretion= End Beach Width= -13 98 sf F{oN Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width=73 C')ooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 9t 21 125 lt) F{oN Beginning Width= Annual Erosion= AnnualAccretion= 34 End Beach Width= 1O7 o F{oN Beginning Width= 125 Annual Erosion= -1C AnnualAccretion= End Beach Width= L15 (o F{oN Beginning Width= 107 Annual Erosion= Annual Accretion= tI End Beach Width= 118 F{ FloN Beginning Width= 115 Annual Erosion= -22 AnnualAccretion= End Beach Width= 93 N F{oN Beginning Width= 6 I Annual Erosion=N Annual Accretion= End Beach Width= 93 87 CAC July 12, 2018 VIII-1 New Business 27 of 156 Hurricane lrma (Sept. 2017) Clam Pass Dredge and Fillfrom R39 to R41'5 15,000 CY (Mar. 2013) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 9,000 CY (May 2006) 77 Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 73 hoc Lo ,Eco o (Eo 2018 2017 20!6 2015 20].4 2073 2012 20L1. 2010 2009 2008 2007 2006 2005 .t-MHWL (+.33 NAVD) 75 100 t25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 28 of 156 R-41 2005 Beach Width= I04 Beginning Width= IO4 ro I Annual Erosion=N Annual Accretion= 6 End Beach Width= i.10 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 131 -51 80 N FJoN Beginning Width= 110 Annual Erosion= AnnualAccretion= 2 End Beach Width= 1.12 NooN Beginning Width= 8C Annual Erosion= Annual Accretion= 7A End Beach Width= 158 (Y) F{oN Beginning Width= L12 @ 8 Annual Erosion=N AnnualAccretion= 26 End Beach Width= 138 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 158 $ F{oN 157 Beginning Width= 138 o'r I Annual Erosion=N AnnualAccretion= 35 End Beach Width= 173 Beginning Width= 1.57 Annual Erosion= AnnualAccretion= 36 End Beach Width= 193 rn F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 173 -7 99 o F{oN Beginning Width= 193 ro F{cj Annual Erosion= -47N AnnualAccretion= End Beach Width= 1,46 Beginning Width= 99 Annual Erosion= AnnualAccretion= 32 End Beach Width= 131 F{ F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= -5 L47 N F{oN 1.46 Beginning Width= 141. Annual Erosion= -23 Annual Accretion= End Beach Width= 118 6 F{oN CAC July 12, 2018 VIII-1 New Business 29 of 156 2018 20L7 2016 2015 20L4 2073 boc E zotzco o 201L (!o 2010 2009 2008 2007 2006 2005 ..I.MHWL (+.33 NAVD) 5 100 125 Beach Width From Baseline (Feet) R-41 Hurricane lrma (Sept.2017) Clam Pass Dredge and Fillfrom R39 to R41.5 15,000 CY (Mar. 2013) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Clam Pass Dredge and Fill 21,000 CY (Apr. 2007) n2 Fill Placement 9,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) -23.0 ft -5.0 ft 36.0 ft -1.0 ft 78.0 fr -51.0 ft 32.0 ft -74.0 ft 3s.0 ft 26.0 ft 2.0 ft 6.0 ft CAC July 12, 2018 VIII-1 New Business 30 of 156 R-42 2005 Beach Width= No Data Beginning Width= No Da (o I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= N F{d Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 6 I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= C') I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= ro F{cj Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= CAC July 12, 2018 VIII-1 New Business 31 of 156 Hurricane lrma (Sept. 2017) Clam Pass Dredge and Fillfrom R-42 to R-43 14,500 CY (2016) Clam Pass Dredge and Fillfrom R-42 to R-44 5,000 CY (Mar. 2013) boc Lo:z Lo o L(Eo 2078 2017 2016 2015 20].4 20L3 20!2 20]-1 2070 2009 2008 2007 2006 2005 32.0 ft -7 .O ft 20.0 ft -40.0 ft 26.0 ft -41.0 ft 36.0 ft -35.0 ft s.0 ft 19.0 ft -16.0 ft -18.0 ft +MHWL (+.33 NAVD) - [g5ign Standard 75 100 725 Beach Width From Baseline (Feet) picalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Clam Pass Dredge and Fillfrom R-42 to R-43.5 21,000 CY (Jan. 2007) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) -6.0 ft CAC July 12, 2018 VIII-1 New Business 32 of 156 2005 Beach Width= Beginning Width= 64 (o 8 Annual Erosion= -12N AnnualAccretion= End Beach Width= 52 Beginning Width=5 Annual Erosion= AnnualAccretion= 6 End Beach Width= 61 N F{oN Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 52 27 79 NooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 61. -2 39 (n F{oN Beginning Width= @ I Annual Erosion=N AnnualAccretion= End Beach Width= 79 -12 67 Beginning Width= Annual Erosion= AnnualAccretion= 34 End Beach Width= 73 9 sf F{oN Beginning Width= 67 ctr I Annual Erosion=N AnnualAccretion= 6 End Beach Width= 73 Beginning Width= I,l I Annual Erosion=N AnnualAccretion= End Beach Width= 3 19 54 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 73 -T 57 o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= -7 47 (O F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= -2 55 F{ F{oN Beginning Width= Annual Erosion= AnnualAccretion= 15 End Beach Width= 62 t\ F{oN 7 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 62 N F{oN 1. 63 CAC July 12, 2018 VIII-1 New Business 33 of 156 no o.=g o =o L(!o 2018 2017 20t6 2015 20L4 2013 20]-2 20tt 2010 2009 2008 2007 2006 Hurricane lrma (SePt. 2017) Fill Placement 20,430 CY (2016) R-43 to R-47 UPland Source Fill Placement 1,200 CY (Jan. 2014) Clam Pass Dredge and Fillfrom R-42 to R-44 5,000 CY (Mar.2013) Tropicalstorm Debbie (June 2012) Tropicalstorm FaY (August 2008) Clam Pass Dredge and Fillfrom R-42 to R-43.5 21,000 CY (Jan. 2007) Hurricane Wilma(October 2005) Hurricane Katrina (August 2005) 7s 85 1oo 1.0 ft 15.0 fr -7.0 ft -19.0 ft 34.0 ft -22.Oft 6.0 ft -2.0 ft -16.0 ft 6.0 ft -12.0 ft 27.Oft -12.0 ft -ilpMHWL (+.33 NAVD) - Ps5ign Standard Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 34 of 156 R-44 2005 Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 35 Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 64 @ I Annual Erosion=N Annual Accretion= 3 End Beach Width= G7 Beginning Width= 6C Annual Erosion= AnnualAccretion= t6 End Beach Width= 7 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 65 Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 8 Annual Erosion= -1, Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 7C Annual Erosion= Annual Accretion= 5 End Beach Width= 75 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= CAC July 12, 2018 VIII-1 New Business 35 of 156 Fill Placement 20,430 CY (2016) R-43 to R-47 Upland Source Pass Dredge and Fillfrom -42to R-44 5,000 CY (Mar. 2013) ropical Storm ie (June 2012) Tropicalstorm Fay (August 2008) Hurricane Wilma (October 2005) -- --r -n Ar\ 74Hurricane Katrina (August 2005) 2078 20t7 2076 20L5 20L4 2013 botr L E zotzco o 2011 t!o 2010 2009 2008 2007 2006 2005 Hurricane lrma (SePt. 20L7) Fill Placement 66,000 CY R-44 to U-55 (2013) -16.0 ft 5.0 ft -10.0 ft 4.0 ft 16.0 ft 25.0 ft -27.0 ft -1.0 fr -2.0 ft -2.0 ft 3.0 ft -22.Oft 12.0 ft +MHWL (+.33 NAVD) - Design standard 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 36 of 156 R-45 2005 Beach Width= 76 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 76 (oooN -9 67 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= N F{oN -44 30 Beginning Width= t\ I Annual Erosion= -6N AnnualAccretion= End Beach Width= 61 Beginning Width= 29.7 (n F{oN Annual Erosion= AnnualAccretion= 48 End Beach Width= 7g Beginning Width= @ I Annual Erosion=N Annual Accretion= End Beach Width= 61, 4 65 Beginning Width= 7E st F{oN Annual Erosion= Annual Accretion= 21, End Beach Width= 99 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 65 olooN 4 69 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 99 rrl F{oN -3 96 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 69 o F{oN -6 63 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 96 (o F{oN -12 84 Beginning Width= 63 F{ F{oN Annual Erosion= AnnualAccretion= L1, End Beach Width= 74 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 84 t\ F{oN 1,2 96 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 96 N F{oN 29 67 CAC July 12, 2018 VIII-1 New Business 37 of 156 R-45 Hurricane trma (Sept.2o17) Fill Placement 20,430 CY (2016) R-43 to R-47 Upland Source 84 Fill Placement 66,000 CY R-44 to U-55 (2013) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement -5,000 CY 1(May 2006) 67 Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) ooc Lofco =o L(!o 2018 2077 2016 2015 20L4 20L3 2072 201.L 20].0 2009 2008 2007 2006 2005 - Design standard ..I-MHWL (+.33 NAVD) 7s 85 1oo 12 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 38 of 156 2005 Beach Width= Beginning Width= ro I Annual Erosion=N Annual Accretion= End Beach Width= 88 84 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 78 N F{oN 4 82 Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 84 -20 64 NooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 82 -21 61 rr1 F{oN Beginning Width= 64 @ I Annual Erosion=N AnnualAccretion= 7 End Beach Width= 71. Beginning Width= Annual Erosion= AnnualAccretion= 31 End Beach Width= 98 sf F{oN Beginning Width= Ot I Annual Erosion=N AnnualAccretion= End Beach Width= 71. 13 84 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 98 -1C 88 IJ1 F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 84 -17 67 oFloN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 88 -6 82 ro F{oN Beginning Width= 67 Annual Erosion= AnnualAccretion= tI End Beach Width= 78 F{r.loN Beginning Width= 82 Annual Erosion= AnnualAccretion= 5 End Beach Width= 87 N F{c)N Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 87 -15 72 @ F{oN CAC July 12, 2018 VIII-1 New Business 39 of 156 boc o .Eco o L(Eo 2018 20]-7 20L6 2075 2014 2013 201-2 2017 20L0 2009 2008 2007 2006 2005 -15.0 ft s.0 ft -6.0 ft -10.0 fr 37.0 ft -21.0 ft 4.0 ft 11.0 ft -77 .O ft 13.0 ft 7.0 ft -20.0 ft - Design standard -+MHWL (+.33 NAVD) R-46 Hurricane lrma (Sept. 2017) Fill Placement 20,430 CY (2016) R-43 to R-47 Upland Source ill Placement 66,000 CY R-44 to U-55 (2013) Tropicalstorm Debbie (June 2012) Fill Placement 8,000 CY (20LL) R-45 to R-46 Upland Source Tropicalstorm Fay (August 2008) ill Placement 2,000 CY (May 2006) Wilma (October 2005) urricane Katrina (August 2005) 75 85 Beach Width From Baseline (Feet) -4.0 ft CAC July 12, 2018 VIII-1 New Business 40 of 156 R-47 2005 Beach Width= Beginning Width= 103 (O I Annual Erosion=N AnnualAccretion= 1,1, End Beach Width= 11.4 Beginning Width= 80 Annual Erosion= AnnualAccretion= 17 End Beach Width= 97 NFloN Beginning Width= 71-4 Annual Erosion= AnnualAccretion= End Beach Width= -15 99 !\ooN Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 97 -13 84 (n F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 99 99 @ooN Beginning Width= 84 Annual Erosion= AnnualAccretion= 17 End Beach Width= 101 $ F{oN Beginning Width= 99 o) I Annual Erosion=N AnnualAccretion= 4 End Beach Width= 103 Beginning Width= 101 Annual Erosion= AnnualAccretion= 4 End Beach Width= 105 rn F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 103 -15 88 oFloN Beginning Width= 105 Annual Erosion= -1, Annual Accretion= End Beach Width= L04 G' F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 88 -8 80 F{ F{oN Beginning Width=o4 Annual Erosion= AnnualAccretion= g End Beach Width= 113 l\ FloN Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 31.1 e F{oN -15 98 CAC July 12, 2018 VIII-1 New Business 41 of 156 2018 2077 20L6 2015 2014 2073 u0 L'= E zotz tro =o 20Lt Lt!o 2010 2009 2008 2007 2006 2005 -15.0 ft 9.0 ft -1.0 ft 4.0 ft 17.0 ft -13.0 ft 17.0 ft -8.0 ft -15.0 ft 4.0 ft 0.0 ft -15.0 ft 11.0 ft -ps5ig6 Standard +MHWL (+.33 NAVD) Hurricane lrma (SePt. 2017) Fill Placement 20,430 CY (2016) R-43 to R-47 UPland Source Fill Placement 66,000 CY R-44 to U-55 (2013) Tropicalstorm Debbie (June 2012) Tropical Storm FaY (August 2008) Fill Placement 4,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 42 of 156 R-48 2005 Beach Width= Beginning Width= 82 Annual Erosion= AnnualAccretion= 17 End Beach Width= 99 Beginning Width= E N Flci Annual Erosion=N AnnualAccretion= 1, End Beach Width= tO4 Beginning Width= 9 Annual Erosion= Annual Accretion= End Beach Width= 10 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= @o6 Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 89 Annual Erosion= AnnualAccretion= 2 End Beach Width= gL Beginning Width= g4 lrt F{cj Annual Erosion=N Annual Accretion= t4 End Beach Width= 9g Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 98 Annual Erosion= -2 Annual Accretion= End Beach Width= Beginning Width= 88 Annual Erosion= An n ua I Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 99 Annual Erosion= -2A Annual Accretion= End Beach Width= 79 CAC July 12, 2018 VIII-1 New Business 43 of 156 2018 2017 201.6 2015 201.4 2013 ootr L E zorz tro =o 20tt L(Eo 2010 2009 2008 2007 2006 2005 - Design standard -+MHWL (+.33 NAVD) Hurricane lrma (Sept. 2017) Fill Placement 1,630 CY (2016) R-47 to R-48 Upland Source Fill Placement 66,000 CY R-44 to U-55 (2013) TropicalStorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 5,000 CY (May 2006) Hurricane Wilma (October 2005) 1.,--:^--- lr-L-'.--, A ---..-r -nnF\ 82Hurricane Katrina (August 2005) 75 85 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 44 of 156 2005 Beach Width= Beginning Width= 101 ro I Annual Erosion=N Annual Accretion= End Beach Width= -3 98 Beginning Width= 106 Annual Erosion= Annual Accretion= 2 End Beach Width= 108 N F{oN Beginning Width= N I Annual Erosion=N AnnualAccretion= End Beach Width= 98 9l Beginning Width= 108 Annual Erosion= Annual Accretion= End Beach Width= -1,6 92 (n rl.{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width=9C @ooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 92 5 97 sf F{oN Beginning Width= 90 CD I Annual Erosion=N AnnualAccretion= 3 End Beach Width= 93 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 97 -9 88 rrl F{oN Beginning Width= 93 Annual Erosion= AnnualAccretion= tI End Beach Width= 104 o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 88 2 90 rO F{oN Beginning Width= 104 Annual Erosion= Annual Accretion= 2 End Beach Width= 106 F{ F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 9C I 99 !\ F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 99 00 F{oN 93 CAC July 12, 2018 VIII-1 New Business 45 of 156 R-49 Hurricane trma (Sept.2o17) Fill Placement 66,000 CY R-44 to U-55 (2013) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) ill Placement 10,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 2018 2017 20L6 201-5 2014 2013 botr P zotz tro o 2011 Ll!q, 2010 2009 2008 2007 2006 200s - ps5lgn Standard -{-MHWL (+.33 NAVD) 7s 85 1oo t2 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 46 of 156 T-50 2005 Beach Width= Beginning Width= 86 ro I Annual Erosion=N AnnualAccretion= 29 End Beach Width= 115 Beginning Width= 1,43 N 8 Annual Erosion= -21,N AnnualAccretion= End Beach Width= L22 Beginning Width= 115 t\ I Annual Erosion=N AnnualAccretion= End Beach Width= 1.4 129 Beginning Width= 122 (n 8 Annual Erosion= -25N AnnualAccretion= End Beach Width= 9i Beginning Width= 1.29 @ 8 Annual Erosion= -21,N AnnualAccretion= End Beach Width= 108 Beginning Width= 97 sf 3 Annual Erosion=N Annual Accretion= End Beach Width= 23 1.20 Beginning Width= 108 C') I Annual Erosion=N AnnualAccretion= 15 End Beach Width= 123 Beginning Width= L20 ln I Annual Erosion= -3N Annual Accretion= End Beach Width= 1,17 Beginning Width= 123 o I Annual Erosion=N Annual Accretion= 3 End Beach Width= 126 Beginning Width= 1,17 ro 8 Annual Erosion= -2N AnnualAccretion= End Beach Width= 115 Beginning Width= 726 F{ I Annual Erosion=N AnnualAccretion= t7 End Beach Width= L43 Beginning Width= 115 r\ I Annual Erosion= -5N AnnualAccretion= End Beach Width= L1C Beginning Width= 110 @ I Annual Erosion= -9N AnnualAccretion= End Beach Width= 101 CAC July 12, 2018 VIII-1 New Business 47 of 156 2018 2017 2016 20L5 2014 2013 o!c E zotzco o 207L r!o 20t0 2009 2008 2007 2006 200s -9.0 ft -s.0 ft -2.0 ft -3.0 ft 23.0 ft -25.0 ft -21.0 ft - Design Standard --l-MHWL (+.33 NAVD) t7.0ft 3.0 ft 15.0 ft -21.0 ft 14.0 ft T-50 Hurricane lrma (Sept. 2017) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 28,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) Beach Width From Baseline (Feet) 29.0 ft CAC July 12, 2018 VIII-1 New Business 48 of 156 R-51 2005 Beach Width=64 Beginning Width= 64 roooN Annual Erosion= Annual Accretion= 62 End Beach Width= 126 Beginning Width=08 N F{oN Annual Erosion= Annual Accretion= -18 End Beach Width= 90 Beginning Width= 126 NooN Annual Erosion= AnnualAccretion= End Beach Width= -14 1,12 Beginning Width= (n I Annual Erosion=N Annual Accretion= End Beach Width= 90 9C Beginning Width= It2 @ooN Annual Erosion= Annual Accretion= End Beach Width= -1 LOz Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 9C 33 L23 + F{oN Beginning Width= C'T I Annual Erosion=N Annual Accretion= End Beach Width= 102 -6 96 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 12 rrt F{oN -L 106 Beginning Width= 96 o F{oN Annual Erosion= AnnualAccretion= t End Beach Width= 97 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 106 (O F{oN -9 97 Beginning Width= 9 7 F{ F{oN Annual Erosion= Annual Accretion= 1,1 End Beach Width= 108 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 9 7 N F{oN -4 93 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 93 @ F{oN -9 84 CAC July 12, 2018 VIII-1 New Business 49 of 156 Net Chanse R-51 Hurricane lrma (Sept. 2017) Fill Placement 66,000 CY R-44 to U-55 (2013) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 22,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (Ausust 2005 uotr o.=tro =o L Go 2018 2017 2016 2015 2074 2013 2012 20]-t 2010 2009 2008 2007 2006 2005 - pg5ign Standard -.:-MHWL (+.33 NAVD) 7s 85 1oo L25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 50 of 156 2005 Beach Width= Beginning Width= 59 (O I Annual Erosion=N AnnualAccretion= 66 End Beach Width= 1.25 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 7e 3 79 N F{oN t\ooN Beginning Width= 125 Annual Erosion= AnnualAccretion= End Beach Width= -31 94 Beginning Width= Annual Erosion= -23 Annual Accretion= End Beach Width= 56 (nr{oN Beginning Width= 00 I Annual Erosion=N AnnualAccretion= End Beach Width= 94 -10 84 Beginning Width= 56 Annual Erosion= AnnualAccretion= 54 End Beach Width= 110 sf F{oN Beginning Width= 84 Ctl I Annual Erosion=N AnnualAccretion= 1 End Beach Width= 85 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 1.1 -1) 100 tn F{oN Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 85 28 57 o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 100 -1.4 86 (o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 19 7e F{ F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 86 5 91 t\ F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= -2? 68 @ F{oN CAC July 12, 2018 VIII-1 New Business 51 of 156 2018 2017 2016 2015 20L4 2073 hoE E zorz Eo o 2011. .Eo 20L0 2009 2008 2007 2006 2005 -23.0 ft s.0 ft -14.0 ft -10.0 ft 54.0 ft 19.0 ft -28.0 ft 1.0 ft -10.0 ft -31.0 ft - Design Standard -{-MHWL (+.33 NAVD) t5 0J L00 t25 Beach Width From Baseline (Feet) R-52 Hurricane trma (Sept. 2017) Fill Placement 66,000 CY R-44 to U-55 (2013) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 18,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 7s 85 1oo 66.0 ft CAC July 12, 2018 VIII-1 New Business 52 of 156 R-53 2005 Beach Width= 66 Beginning Width= 66 (o I Annual Erosion=N Annual Accretion= 50 End Beach Width= 1,76 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 64 N F{oN 20 84 Beginning Width= 116 Annual Erosion= AnnualAccretion= End Beach Width= -1 97 NooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= (n F{oN 84 -1 83 Beginning Width= @ I Annual Erosion=N Annual Accretion= End Beach Width= 97 8S Beginning Width= 83 Annual Erosion= Annual Accretion= LC End Beach Width= 9S sf F{oN Beginning Width= C'T I Annual Erosion=N AnnualAccretion= End Beach Width= 89 -6 83 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= ln F{oN 99 -4 95 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 83 -3 80 o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= (o FloN 95 1, 96 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 80 -16 64 F{ FloN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= N F{oN 96 -2 94 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 94 -16 78 @FloN CAC July 12, 2018 VIII-1 New Business 53 of 156 2018 2017 2016 2015 201-4 2013 botr L P zotz tro =o 20t! Ll!o 2010 2009 2008 2007 2006 2005 -ls5ign Standard +MHWL (+.33 NAVD) R-53 Hurricane lrma (SePt. 2017) Fill Placement 66,000 CY R-44 to U-55 (20L3) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) ill Placement 10,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 75 85 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 54 of 156 T-54 2005 Beach Width= Beginning Width= ro I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= t\ I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 101 e I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= 95 Annual Erosion= AnnualAccretion= 29 End Beach Width= 124 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 118 € F{ej Annual Erosion= -gNAnnualAccretion= End Beach Width= 109 , CAC July 12, 2018 VIII-1 New Business 55 of 156 2018 2017 20L6 2015 20L4 20t3 boc 2 zotzco o 2011 (!o 2010 2009 2008 2007 2006 2005 - pg5ign Standard +MHWL (+.33 NAVD) T-54 Hurricane lrma (SePt. 2005) Fill Placement 66,000 CY R-44 to U-55 (2013) Tropicalstorm Debbie (June 201-2) Tropicalstorm Fay (August 2008) Fill Placement 4,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 7s 85 1oo Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 56 of 156 u-55 2005 Beach Width=95 Beginning Width= (o 8 Annual Erosion=N AnnualAccretion= End Beach Width= 95 -22 73 Beginning Width= 105 Annual Erosion= Annual Accretion= 10 End Beach Width= 115 N F{oN Beginning Width= 73 Annual Erosion= AnnualAccretion= ZO End Beach Width= 93 t\ooN Beginning Width= LL4.s Annual Erosion= -4 Annual Accretion= End Beach Width= I1,1, (n F{oN Beginning Width= o I Annual Erosion=N AnnualAccretion= End Beach Width= 93 -2 91 Beginning Width= 110.5 Annual Erosion= -3 AnnualAccretion= End Beach Width= 108 sf F{oN Beginning Width= gl I Annual Erosion=N AnnualAccretion= End Beach Width= 91 7 98 Beginning Width= 108 Annual Erosion= AnnualAccretion= 1,4 End Beach Width= 1.22 tn F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 98 1 99 o F{oN Beginning Width= 1.22 Annual Erosion= -1 Annual Accretion= End Beach Width= 1.21, ro| F{c)N Beginning Width= 99 Annual Erosion= AnnualAccretion= 6 End Beach Width= 1_05 F{ F{oN Beginning Width= tZl Annual Erosion= AnnualAccretion= 4 End Beach Width= L25 !\ F{oN Beginning Width= L2 Annual Erosion= -5 Annual Accretion= End Beach Width= 120 6 F{c)N CAC July 12, 2018 VIII-1 New Business 57 of 156 2018 20L7 2016 2075 20L4 2073 b0E p zotz Co o 2017 L(!o 20t0 2009 2008 2007 2006 2005 -s.0 ft 4.0 ft -1.0 ft 14.0 ft -3.0 ft -4.0 ft 10.0 ft 6.0 ft 1.0 ft 7.0 ft -2.0 ft 20.0 ft - Design Standard -.I-MHWL (+.33 NAVD) 75 85 1oo t2l Beach Width From Baseline (Feet) Fill Placement 66,000 CY R-44 to U-55 (2013) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (Aug. 2008) Hurricane Wilma (Oct. 2005) Hurricane Katrina (Aug. 2005) -22.Oft CAC July 12, 2018 VIII-1 New Business 58 of 156 R-s6 2005 Beach Width= Beginning Width= (o I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= t\ I Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= L23 (n F{d Annual Erosion= _15N AnnualAccretion= End Beach Width= 108 Beginning Width= 00 8 Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= 108 Annual Erosion= AnnualAccretion= 5 End Beach Width= 113 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 1.1 Annual Erosion= AnnualAccretion= 3g End Beach Width= 151 Beginning Width= 1.1 Annual Erosion= -2 Annual Accretion= End Beach Width= 113 Beginning Width= 151 Annual Erosion= Annual Accretion= 2 End Beach Width= 153 Beginning Width= 113 Annual Erosion= AnnualAccretion= 1 End Beach Width= t2 Beginning Width= 153 Annual Erosion= Annual Accretion= End Beach Width= 14 Beginning Width= 147 Annual Erosion= -g AnnualAccretion= End Beach Width= 138 CAC July 12, 2018 VIII-1 New Business 59 of 156 botr oEco o L a!o 20L8 2017 2016 2015 2014 2073 20L2 2017 2010 2009 2008 2007 2006 2005 -9.0 ft -6.0 ft 2.0 ft 38.0 ft 5.0 ft -r-5.0 ft -6.0 ft 15.0 ft -2.0 ft 7.0 ft 7.0 ft 10.0 ft -12.0 ft -+-MHWL (+.33 NAVD) R-56 Hurricane lrma (SePt. 2017) Tropicalstorm Debbie (June 2012) Tropicalstorm FaY (August 2008) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 60 of 156 T-57 2005 Beach Width= Beginning Width= 1,1_2 Annual Erosion= AnnualAccretion= 1,1, End Beach Width= 12 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 123 No6 Annual Erosion= -1,4N AnnualAccretion= End Beach Width= 109 Beginning Width= 9 Annual Erosion= AnnualAccretion= 4 End Beach Width= 1.46 Beginning Width= 109 @o6 Annual Erosion=N AnnualAccretion= End Beach Width= 109 Beginning Width= sf Fld Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 103 Annual Erosion= AnnualAccretion= 6 End Beach Width= 109 Beginning Width= 199 ro FlCj Annual Erosion= -31N AnnualAccretion= End Beach Width= t6Z Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 163 Annual Erosion= -31 Annual Accretion= End Beach Width= 126 CAC July 12, 2018 VIII-1 New Business 61 of 156 T-57 rrrrrria:na trme l(ant ?o17 163 -37.0 ft Tropical Storm Debbie (June 2012) 67 -4.0 ft 48.0 ft 1_ 4.0 ft 47.0ft -39.0 ft -./ 29.0ft arft -6.0 ft 0.0 ft \ Tropicalstorm FaY (August 2008) \ _L* \ -14.0 fr 11.0 ftHurricane Wilma (October 2005) ./ Hurricane Katrina (August 2005) -4- t26 125 Beach Width From Baseline (Feet) Net Chanee 2018 2017 2016 2015 20\4 2013 2012 201.1 2010 2009 2008 2007 98 bo =Lo .=tro o Go .1-MHWL (+.33 NAVD) 2006 2005 50 7S 100 175 200 CAC July 12, 2018 VIII-1 New Business 62 of 156 R-58A 2005 Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= e Annual Erosion= Annual Accretion= 6 End Beach Width= 1,2 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= L2 Annual Erosion= AnnualAccretion= I2g End Beach Width= L Beginning Width= @o5 Annual Erosion=N AnnualAccretion= End Beach Width= rrl F{oN N Fl Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= C')o5 Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 32 Annual Erosion= AnnualAccretion= 23 End Beach Width= 55 CAC July 12, 2018 VIII-1 New Business 63 of 156 b0c o!-co o oo 2018 2017 2076 2015 20L4 2073 20]-2 2011- 20L0 2009 2008 2007 2006 2005 Fill Placement 3,000 CY from R-58A to R-58 (Dec. 2014) Tropicalstorm Debbie (June 2012) Fill Placement Upland Source 23,000 CY from South Jetty to R-58 (Apr. 2011) Fill Placement Upland Source 3,000 CY from South Jetty to R-58 (June 2010) Tropicalstorm FaY (Aug. 2008) Fill Placement 5,000 CY (MaY 2006) Hurricane Wilma (Oct. 2005) Hurricane Katrina (Aug. 2005) 23.0 ft -8.0 ft -12.0 ft -19.0 ft -69.0 ft 128.0 ft 6.0 ft -51.0 ft 7.0 ft 1s.0 ft 14.0 ft -3.0 ft -54.0 ft 6s.0 ft -pg5ign Standard -{-MHWL (+.33 NAVD) R-58A 32. Doctors Pass Dredge and Fill Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 64 of 156 R-58 2005 Beach Width= Beginning Width= 7C rOo6 Annual Erosion=N Annual Accretion= 64 End Beach Width= 134 Beginning Width= 54 Annual Erosion= AnnualAccretion= 29 End Beach Width= g Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Annual Erosion= AnnualAccretion= 41 End Beach Width= 124 Beginning Width= 00 I Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= 124 Annual Erosion= AnnualAccretion= 20 End Beach Width= 1.44 $ F{oN N F{ Beginning Width= o) 8 Annual Erosion=N Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= I25 Annual Erosion= -22 AnnualAccretion= End Beach Width= 103 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= Beginning Width= 9C @ F{Cj Annual Erosion= -gN AnnualAccretion= End Beach Width= 82 CAC July 12, 2018 VIII-1 New Business 65 of 156 R-58 Hurricane trma (Sept. 2017) Fill Placement 3,000 CY from R-58A to R-58 (Dec. 2014) Doctors Pass Dredge and Fill 44,OOO CY (Dec. 2013) From South Jetty to R-60 TropicalStorm Debbie (June 2012) Fill Placement from Doctors Pass's- South Jettv to R-58 16.600 CY (Mar. 2011 Fill Placement Upland Source 3,000 CY from South Jettv to R-58 (June 20L TropicalStorm Fay (Aug. 2008) Fill Placement 18,000 CY (May 2006) Hurricane Wilma (Oct. 2005) ,^ a^nEr 70Hurricane Katrina (Aue. 2005) 2018 2017 2016 2015 20t4 2013 2012 2077 2010 2009 2008 2007 2006 2005 -8.0 ft -13.0 ft -22.Oft -19.0 ft 20.0 ft 4L.0 ft b0 '=o .Etro o L(Eo 29.0 ft Fill Placement Upland Source 23,000 CY -2s.0 ft r lg5ign Standard -:-MHWL (+.33 NAVD) from South to R-58 (Apr. 2011) s.0 ft -1.0 ft -7.0 ft -23.0 ft -29.0 ft 75 100 Lzs Beach Width From Baseline (Feet) 64.0 ft CAC July 12, 2018 VIII-1 New Business 66 of 156 2005 Beach Width= Beginning Width= 71. ro I Annual Erosion=N AnnualAccretion= 71. End Beach Width= L42 Beginning Width= 84 Annual Erosion= Annual Accretion= t7 End Beach Width= 101 (n F{oN Beginning Width= 142 l\ I Annual Erosion= -18N AnnualAccretion= End Beach Width= L24 Beginning Wldth= 101 Annual Erosion= AnnualAccretion= 1.6 End Beach Width= !t7 sf F{oN Beginning Width= 1.24 6 8 Annual Erosion= -Z1-N AnnualAccretion= End Beach Width= 103 Beginning Width= 1.17 Annual Erosion= -6 AnnualAccretion= End Beach Width= 1,LL st F{oN N F{ Beginning Width= 103 CN 8 Annual Erosion=N Annual Accretion= End Beach Width= -4 99 Beginning Width= 1L Annual Erosion= AnnualAccretion= 1,1 End Beach Width= 122 rrl F{oN Beginning Width= 99 Annual Erosion= -2 Annual Accretion= End Beach Width= 97 o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 122 -7 115 (o F{oN Beginning Width= 97 Annual Erosion= Annual Accretion= 4 End Beach Width= 101 F{ FloN Beginning Width= 115 Annual Erosion= -8 AnnualAccretion= End Beach Width= tO7 l\ F{oN Beginning Width= 101 Annual Erosion= Annual Accretion= End Beach Width= -17 84 N F{oN Beginning Width= 1O7 Annual Erosion= AnnualAccretion= End Beach Width= -10 97 oFloN CAC July 12, 2018 VIII-1 New Business 67 of 156 R-59 Hurricane lrma (Sept.2017) Fill Placement 26,000 CY from R-59 to R-64 (Dec.2014) Doctors Pass Dredge and Fill 44,000 CY (Dec' 2013) From South Jettyto R-60 Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 18,000 CY (MaY 2006) Hurricane Wilma (October 2005) . ^^^Fl 77Hurricane Katrina (August 2005) botr Lo .tstro o l!o 2018 2077 20L6 2015 20L4 20t3 20L2 20tt 2010 2009 2008 2007 2006 2005 Net Chanee -10.0 ft -8.0 ft -7.0 ft 11.0 ft -6.0 ft 16.0 ft 17.0 ft -17.0 ft 4.0 ft -2.0 ft - Design Standard +MHWL (+.33 NAVD) -4.0 ft -21.0 ft -1"8.0 ft 75 100 L25 Beach Width From Baseline (Feet) 71.0 ft CAC July 12, 2018 VIII-1 New Business 68 of 156 R-60 2005 Beach Width= (oooN Beginnlng Width= 68 Annual Erosion= AnnualAccretion= 40 End Beach Width= 108 Beginning Width=00 (n Fld Annual Erosion=N Annual Accretion= 4 End Beach Width= IO4 Beginning Width= L08 N I Annual Erosion=N Annual Accretion= 7 End Beach Width= 115 Beginning Width= 1O4 Annual Erosion= AnnualAccretion= 5 End Beach Width= 109 sf F{oN Beginning Width= 115 Annual Erosion= -12 Annual Accretion= End Beach Width= 103 €ooN Beginning Width= 109 Annual Erosion= AnnualAccretion= 77 End Beach Width= 1.26 <fFloN N F{ Beginning Width= l-03 Annual Erosion= AnnualAccretion= t2 End Beach Width= 115 (r)ooN Beginning Width=26 Annual Erosion= -19 An n ua I Accretion= End Beach Width= L07 tl F{oN Beginning Width= 115 o F{U Annual Erosion= -3N AnnualAccretion= End Beach Width= L12 Beginning Width= 1107 Annual Erosion= AnnualAccretion= End Beach Width= (o F,{oN -9 98 Beginning Width= 1,12 Annual Erosion= AnnualAccretion= End Beach Width= 3 109 F{ F{oN Beginning Width= 98 Annual Erosion= AnnualAccretion= 4 End Beach Width= !O2 N F{oN Beginning Width= 109 Annual Erosion= AnnualAccretion= End Beach Width= -9 100 NFloN Beginning Width= t}z Annual Erosion= Annual Accretion= End Beach Width=99 @ F{oN CAC July 12, 2018 VIII-1 New Business 69 of 156 b0c o.=co =o (!o 2018 2017 2016 2015 2014 2013 2012 20tt 2014 2009 2008 2007 2006 2005 - ps5ign Standard +MHWL (+.33 NAVD) 7s 100 125 Beach Width From Baseline (Feet) R-60 Hurricane lrma (Sept. 2017) Fill Placement 26,000 CY from R-59 to R-64 (Dec. 2014) Doctors Pass Dredge and Fill 44,O0O CY (Dec. 2013) From South Jetty to R-60 TropicalStorm Debbie (June 2012) Doctors Pass Dredge and Fill 32,000 CY (Apr. 2009) from R-60 to T-62 Near Shore Disposal TropicalStorm Fay (August 2008) Doctors Pass Dredge and Fill 54,000 CY (Mar. 2006) from R-60 to T-62 Near Shore Disposal Hurricane Wilma (October 2005) Hurricane Katrina (Aueust 2005 -3.0 ft 4.0 ft -9.0 ft -19.0 ft t7.oft s.0 ft 4.0 ft -9.0 ft -3.0 ft 12.0 ft 7.0 ft Fill Placement 18,000 CY (May 2006) 40.0 ft CAC July 12, 2018 VIII-1 New Business 70 of 156 R-61 2005 Beach Width= Beginning Width= 82 ro I Annual Erosion=N AnnualAccretion= 43 End Beach Width= 125 Beginning Width= 132 Annual Erosion= -21 AnnualAccretion= End Beach Width= 1,Lt ft') F{oN Beginning Width= 125 t\ I Annual Erosion=N AnnualAccretion= 2 End Beach Width= 127 Beginning Width= 1.1.L Annual Erosion= AnnualAccretion= 10 End Beach Width= L21 $ F{oN Beginning Width= 127 Annual Erosion= -9 AnnualAccretion= End Beach Width= 118 6ooN Beginning Width= 1.2 Annual Erosion= AnnualAccretion= 37 End Beach Width= 158 $ F{oN N F{ Beginning Width= 118 C') I Annual Erosion=N AnnualAccretion= 32 End Beach Width= 150 Beginning Width= 158 lrt I Annual Erosion= -19N AnnualAccretion= End Beach Width= 139 Beginning Width= 150 Annual Erosion= -12 Annual Accretion= End Beach Width= 138 o F{oN Beginning Width= 139 Annual Erosion= -L An n ua I Accretion= End Beach Width= 138 (o F{oN Beginning Width=38 Annual Erosion= Annual Accretion= 2 End Beach Width= 1,40 F{ F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 3t 15 153 r\ F{oN Beginning Width= 1.4O Annual Erosion= -8 Annual Accretion= End Beach Width= t32 NFloN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 15 20 133 @ F{oN CAC July 12, 2018 VIII-1 New Business 71 of 156 133 R-61 Hurricane lrma (sept.2o17)\*, -zo.oft ,{ Ls.ort .rffi -1.0 ft Fill Placement 26,000 CY from R-59 to R-64 (Dec.2014) / -19.0 ft I;8 37.0 ft Fill Placement 66,000 CY from R-61 to R-64 & T-69 to R-72 (2013)[ looft Fill Placement 12,000 CY (2012) Tropical Storm from R-61to R-63.5 Debbie (June 2012)\ -21.0 ft L32 \-8.0 ft L40 138 f 2.0 ft Doctors Pass Dredge and Fill 32,000 CY (Apr. 2009) from R-60 to T-62 Near Shore Disposal \ I -12.0 ft 150 Tropical Storm Fay (August 2008)32.0 ft 1,18-/ ,X -e.ort Doctors Pass Dredge and Fill 54,000 CY (Mar. 2006) from R-60 to T-62 Near Shore Disposal L25 Fill Placement 27,000 CY 2.0 ft (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) Y-- //.- 43.0ft u0c o2co o l!o 2018 20t7 20t6 2015 2014 20t3 20t2 201.L 2010 2009 2008 2007 2006 200s - ps5ign Standard -I-MHWL (+.33 NAVD) 75 100 1252550 Beach Width From Baseline (Feet) 150 175 200 CAC July 12, 2018 VIII-1 New Business 72 of 156 2005 Beach Width= (oooN Beginning Width= 6L Annual Erosion= AnnualAccretion= 62 End Beach Width= 1.23 104 -7 97 (n F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 123 N 8 Annual Erosion= -L2N AnnualAccretion= End Beach Width= ltl sf F{oN Beginning Width= 97 Annual Erosion= AnnualAccretion= 8 End Beach Width= L05 1,1,1 -21. 90 Beginning Width= @ I Annual Erosion=N AnnualAccretion= End Beach Width= sfr{oN N F{ Beginning Width= 105 Annual Erosion= AnnualAccretion= 31 End Beach Width= 136 Beginning Width= 9C Or I Annual Erosion=N AnnualAccretion= 10 End Beach Width= 100 !n F{oN Beginning Width= L3 Annual Erosion= AnnualAccretion= 9 End Beach Width= '1.45 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 100 -1 86 oFloN Beginning Width= Annual Erosion-- Annual Accretion= End Beach Width=102 45 -43 (O F{oN Beginning Width= 86 Annual Erosion= Annual Accretion= 17 End Beach Width= 103 F{ F{oN Beginning Width= 1.Oz Annual Erosion= AnnualAccretion= 1,6 End Beach Width= 118 r\ F{oN Beginning Width= 103 Annual Erosion= AnnualAccretion= 1, End Beach Width= 1,04 NFloN Beginning Width= 118 Annual Erosion= AnnualAccretion= End Beach Width= @ F{c)N -20 98 CAC July 12, 2018 VIII-1 New Business 73 of 156 Hurricane lrma (Seot. 2017 Fill Placement 26,000 CY from R-59 to R-62 (Dec. 2014) Fill Placement 66,000 CY from R-61 to R-64 & T-69 to R-72 (2013) s7 Fill placement 12,000 Cy TropicalStorm Debbie (2072)from R-61to R-63.5 (June 2012) Doctors Pass Dredge and Fill 32,000 CY (Apr. 2009) from R-60 to T-62 Near Shore Disposal TropicalStorm Fay (August 2008) Doctors Pass Dredge and Fill 54,000 CY (Mar. 2006) from R-60 to T-62 Near Shore Disposal urricane Wilma (October 2005) Hurricane Katrina (August 2005) sz 20L8 2077 201.6 2015 2074 20t3 bo .E E zorzco o 20tt L(!o 2010 2009 2008 2007 2006 2005 -20.0 ft 16.0 ft -43.0 ft 9.0 ft 31.0 ft 8.0 ft -7.0 ft 1.0 ft - Design Standard .1-MHWL (+.33 NAVD) 17.0 ft -14.0 fr 10.0 ft -21.0 ft Fill Placement 23,000 CY (May 2006) -12.0 ft 7s 100 L25 Beach Width From Baseline (Feet) 62.0 ft CAC July 12, 2018 VIII-1 New Business 74 of 156 R-63 2005 Beach Width= Beginning Width= 91 (o I Annual Erosion=N AnnualAccretion= 29 End Beach Width= !20 Beginning Width= fn I Annual Erosion=N AnnualAccretion= End Beach Width= 106 34 72 Beginning Width= 120 Annual Erosion= -24 Annual Accretion= End Beach Width= 96 l\ooN Beginning Width= 72 Annual Erosion= AnnualAccretion= 44 End Beach Width= 1,1,6 <t F{oN Beginning Width= 6 I Annual Erosion=N Annual Accretion= End Beach Width= 96 3 99 Beginning Width= 1.1.6 Annual Erosion= AnnualAccretion= End Beach Width= -29 87 sf F{oN N F{ Beginning Width= C') I Annual Erosion=N AnnualAccretion= End Beach Width= 99 106 Beginning Width= 87 Annual Erosion= AnnualAccretion= tg End Beach Width= 106 lrl F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 106 -18 88 oFtoN Beginning Width= 106 Annual Erosion= Annual Accretion= 7 End Beach Width= 173 (o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 88 F{ F{oN 1 89 Beginning Width= 1.1.3 t\ E Annual Erosion= -15N AnnualAccretion= End Beach Width= 98 Beginning Width= 85 Annual Erosion= AnnualAccretion= 17 End Beach Width= 106 N F{oN Beginning Width= 98 @ I Annual Erosion=N AnnualAccretion= 4 End Beach Width= LO2 CAC July 12, 2018 VIII-1 New Business 75 of 156 02 R-63 Hurricane trma (sept. 2017) 1 4.0 ft \rr, -1s'ort ,\,t T ort Fill Placement 26,000 CY from \r-- R-59 to R-64 (Dec. 2014) S?--- 'r 19.u It -29.0 ft Fill Placement 66,000 CY from z-a,,,r R-61to R-64 & T-69 to R-72 (2013) tz *.- 44.0 ft Fill Placement 12,000 CY (2012) \from R-61to R-63.5 Tropical Storm Debbie -34.0 ft 106 (June 2012) 8e/ . 17.0 ft ,rf 1.0 ft \-18.0 ft \106 Tropicalstorm Fay (August 2008) 1, 7'o ft ,r(3.0 ft Fill Placement 12,000 CY (MaY 2006)-24.0ft Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 2 29.0 ft 2018 20!7 2016 2075 20L4 2013 aoc 2 zotzco o 20Lt (!o 20L0 2009 2008 2007 2006 2005 - pg5ign Standard ..I-MHWL (+.33 NAVD) 7s 100 t25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 76 of 156 R-64 2005 Beach Width= Beginning Width= 108 ro I Annual Erosion=N AnnualAccretion= LL End Beach Width= L19 Beginning Width= L22 ft1 F{cj Annual Erosion= -26N AnnualAccretion= End Beach Width= 96 Beginning Width= 119 l\ 8 Annual Erosion= -gN Annual Accretion= End Beach Width= 1,tO Beginning Width= sf F{d Annual Erosion=N AnnualAccretion= End Beach Width= Beginning Width= 110 @ I Annual Erosion=N AnnualAccretion= z End Beach Width= L Beginning Width= IO7 Annual Erosion= -4 AnnualAccretion= End Beach Width= 103 \tFloN N F{ Beginning Width= L12 or I Annual Erosion=N AnnualAccretion= 1, End Beach Width= L Beginning Width= 10 rrl F{U Annual Erosion=N AnnualAccretion= End Beach Width= 96 Beginning Width= L22 o F{U Annual Erosion= -12N Annual Accretion= End Beach Width= 110 Beginning Width= 96 (o F{d Annual Erosion= -5N Annual Accretion= End Beach Width= 91 Beginning Width= 110 Fl F{U Annual Erosion= -3o Aililudt Eroston= -5N AnnualAccretion= End Beach Width= 1,O7 Beginning Width= 91 t\ F{cj Annual Erosion=N AnnualAccretion= 1,1, End Beach Width= tO2 Beginning Width= I07 N F{ci Annual Erosion=N Annual Accretion= 15 End Beach Width= L22 Beginning Width= tO2 @ F{ii Annual Erosion= -3O All[lual EfOSlOn= -JN AnnualAccretion= End Beach Width= 99 CAC July 12, 2018 VIII-1 New Business 77 of 156 b!c o .Eco o Ll!o 2018 2017 2016 2075 20L4 2013 20L2 20tt 2010 2009 2008 2007 2006 2005 Hurricane lrma (Sept. 2017) Fill Placement 26,000 CY from R-59 to T-64 (Dec.2014) 103 Fill Placement 66,000 CY from R-61 to R-64 & T-69 to R-72 (2013) s6 Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 6,000 CY (MaY 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) -7.0 ft -4.0 ft - !g5ign Standard +MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 78 of 156 R-6s 2005 Beach Width= Beginning Width= 1,1,1, (o t Annual Erosion=N AnnualAccretion= 24 End Beach Width= 135 Beginning Width= 127 Annual Erosion= AnnualAccretion= l End Beach Width= LZB (Y) F{oN Beginning Width= 135 Annual Erosion= -19 Annual Accretion= End Beach Width= LL6 t\ooN Beginning Width= L2 Annual Erosion= -3 AnnualAccretion= End Beach Width= t2S sf F{oN Beginning Width= 116 00 8 Annual Erosion= -1,N Annual Accretion= End Beach Width= 1i.5 Beginning Width= 725 Annual Erosion= -3 AnnualAccretion= End Beach Width= 1-22 $ F{oN N F{ Beginning Width= 115 or I Annual Erosion=N AnnualAccretion= 7 End Beach Width= I22 Beginning Width=22 Annual Erosion= -2 Annual Accretion= End Beach Width= tz} rn F{oN Beginning Width= 122 Annual Erosion= -7 Annual Accretion= End Beach Width= 115 o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 2A -8 (o F{oN 'J.12 Beginning Width=15 Annual Erosion= -12 AnnualAccretion= End Beach Width= 103 F{ FloN Beginning Width= 1,12 -4 t\ F{oN Annual Erosion= AnnualAccretion= End Beach Width=108 Beginning Width= 103 N I Annual Erosion=N AnnualAccretion= 24 End Beach Width= I2t @ F{oN Beginning Width= 108 Annual Erosion= -3 Annual Accretion= End Beach Width= 105 CAC July 12, 2018 VIII-1 New Business 79 of 156 2018 2017 2076 2015 201_4 2013 2012 2017 2010 2009 2008 2007 2006 2005 R-65 Hurricane lrma (Sept. 2017) !0c o.=co o L(!o TropicalStorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement 11,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) -3.0 ft -4.0 ft -8.0 ft -2.0 ft -3.0 ft -3.0 ft 1_.0 ft 24.0 ft -12.0 ft -7.0 ft 7.0 ft -1.0 ft -19.0 ft -pg5lgn Standard -G-MHWL (+.33 NAVD) Beach Width From Baseline (Feet) 24.0ft CAC July 12, 2018 VIII-1 New Business 80 of 156 R-66 2005 Beach Width= Beginning Width= 118 (o I Annual Erosion=N AnnualAccretion= 29 End Beach Width= 1,47 Beginning Width= 131_ (Yt E Annual Erosion= -gN Annual Accretion= End Beach Width= 122 Beginning Width= 1_47 N 8 Annual Erosion= -L1.N AnnualAccretion= End Beach Width= 136 Beginning Width= L22 sf I Annual Erosion=N AnnualAccretion= l End Beach Width= LZg @ooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width=r29 sf F{oN N F{ Beginning Width= 129 Annual Erosion= -1"C AnnualAccretion= End Beach Width= 119 Beginning Width= 1.29 (r) I Annual Erosion=N AnnualAccretion= z End Beach Width= 131 Beginning Width= 119 rn I Annual Erosion=N AnnualAccretion= 7 End Beach Width= LZ6 Beginning Width= 1.31. o E Annual Erosion= -7N AnnualAccretion= End Beach Width= !24 Beginning Width= 1,26 ro I Annual Erosion=N AnnualAccretion= L End Beach Width= 127 Beginning Width= 1.24 Fl I Annual Erosion= -9N Annual Accretion= End Beach Width= 115 Beginning Width= L27 t\ E Annual Erosion= -3N Annual Accretion= End Beach Width= 124 Beginning Width= 115 N I Annual Erosion=N AnnualAccretion= 1,6 End Beach Width= 131 Beginning Width= 124 @ I Annual Erosion=N Annual Accretion= z End Beach Width= tZ6 CAC July 12, 2018 VIII-1 New Business 81 of 156 u0c o.=tro o l!o 2018 2017 2016 2015 201.4 2073 2012 2011 2010 2009 2008 2007 2006 2005 - ps5lgn Standard -.I-MHWL (+.33 NAVD) Hurricane lrma (Sept. 2017) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 16,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 7.0 ft -10.0 ft Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 82 of 156 R-67 2005 Beach Width= Beginning Width= 159 (o 8 Annual Erosion=N AnnualAccretion= 25 End Beach Width= ].84 Beginning Width= 1.64 (n I Annual Erosion=N AnnualAccretion= 8 End Beach Width= 172 Beginning Width= L84 l\ 8 Annual Erosion= -7N Annual Accretion= End Beach Width= 177 Beginning Width= 172 st 3 Annual Erosion=N AnnualAccretion= 2 End Beach Width= L74 Beginning Width= 177 6 8 Annual Erosion= -17N AnnualAccretion= End Beach Width= 160 Beginning Width= 174 Annual Erosion= -3 AnnualAccretion= End Beach Width= 171. sf F{oN N F{ Beginning Width= 160 or I Annual Erosion= -8N AnnualAccretion= End Beach Width= L52 Beginning Width= 177 t.ft I Annual Erosion=N AnnualAccretion= 1 End Beach Width= 172 Beginning Width= L52 o 8 Annual Erosion= -1.N Annual Accretion= End Beach Width= 151 Beginning Width= 17 ro 3 Annual Erosion=N Annual Accretion= End Beach Width= t7 Beginning Width= 151 F{ I Annual Erosion=N AnnualAccretion= 1 End Beach Width= 152 Beginning Width= L71. r\ I Annual Erosion= -8N AnnualAccretion= End Beach Width= 163 Beginning Width= L52 N I Annual Erosion=N AnnualAccretion= t2 End Beach Width= 164 Beginning Width= 163 @ I Annual Erosion= -6N Annual Accretion= End Beach Width= 1.57 CAC July 12, 2018 VIII-1 New Business 83 of 156 R-67 Hurricane trma (sept.2ot Fill Placement 4,500 CY from R-67 to T-69.s (Dec. 2014) ropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 11,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) boc o .Etro o L (Eo 2018 2017 2016 201.5 201.4 2013 2012 20tt 2010 2009 2008 2007 2006 2005 - Design standard -{-MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 84 of 156 R-68 2005 Beach Width= -5 roooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 15 1,46 (n F{oN Beginning Width= 151 Annual Erosion= Annual Accretion= End Beach Width= 151 Beginning Width= r\ I Annual Erosion=N Annual Accretion= End Beach Width= 146 19 165 Beginning Width= 151 Annual Erosion= AnnualAccretion= Lt End Beach Width= L62 sf F{oN Beginning Width= @ 8 Annual Erosion=N AnnualAccretion= End Beach Width= 55 r.63 Beginning Width= 162 Annual Erosion= AnnualAccretion= t End Beach Width= 163 + F{oN NFl Beginning Width= g) I Annual Erosion=N Annual Accretion= End Beach Width= 163 -13 150 Beginning Width= 163 Annual Erosion= Annual Accretion= 4 End Beach Width= 1.61 rrl F{oN Beginning Width= o I Annual Erosion=N AnnualAccretion= 2 End Beach Width= L52 50 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width=1.66 ro F{oN 67 Beginning Width= 152 F{ E Annual Erosion=N AnnualAccretion= End Beach Width= 1,52 Beginning Width= 166 Annual Erosion= -23 AnnualAccretion= End Beach Width= 1,43 N F{oN Beginning Width= N I Annual Erosion=N AnnualAccretion= End Beach Width= 152 -1 151 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 431. @ F{oN 4 L41 CAC July 12, 2018 VIII-1 New Business 85 of 156 doc o.:Eo =o t!o 20L8 20L7 201"6 2075 20L4 2013 2072 20L7 2010 2009 2008 2007 2006 2005 - Design standard -{-MHWL (+.33 NAVD) 75 100 \2s Beach Width From Baseline (Feet) R-68 Hurricane trma (seot.2o17 Fill Placement 4,500 CY from R-67 to T-69.5 (Dec. 2014) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 7,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 4.0 ft 1.0 ft CAC July 12, 2018 VIII-1 New Business 86 of 156 2005 Beach Width= Beginning Width= 116 (o I Annual Erosion=N AnnualAccretion= 24 End Beach Width= 1.40 Beginning Width=rc Annual Erosion= AnnualAccretion= 2C End Beach Width= 136 (n F{oN Beginning Width= 1,40 Annual Erosion= AnnualAccretion= LL End Beach Width= 151 Nc)oN Beginning Width= 13 Annual Erosion= AnnualAccretion= 13 End Beach Width= 1.49 sf F{oN Beginning Width= 151 @ I Annual Erosion=N AnnualAccretion= End Beach Width=L40 -1.1 Beginning Width= 1,49 Annual Erosion= AnnualAccretion= End Beach Width= 1.49 str{oN N F{ Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 40 16 124 o'rooN Beginning Width= 1.49 Annual Erosion= AnnualAccretion= 1 End Beach Width= 156 rn F{oN Beginning Width= o I Annual Erosion=N AnnualAccretion= End Beach Width= 124 6 130 Beginning Width= 156 Annual Erosion= -19 AnnualAccretion= End Beach Width= 1.37 ro F{oN Beginning Width= 130 Annual Erosion= AnnualAccretion= 2 End Beach Width= 732 F{doN Beginning Width= 13 Annual Erosion= -9 Annual Accretion= End Beach Width= L28 N F{oN Beginning Width= 132 Annual Erosion= -1,6 AnnualAccretion= End Beach Width= 116 N FloN Beginning Width= L28 Annual Erosion= Annual Accretion= 8 End Beach Width= 136 @ F{oN CAC July 12, 2018 VIII-1 New Business 87 of 156 EOc oEtro o Ll!o 20L8 2017 20L6 20t5 20t4 2013 2072 20Ll 2010 2009 2008 2007 2006 2005 Hurricane lrma (Sept. 2017) Fill Placement 4,500 CY from R-67 to T-69.5 (Dec. 2014) Fill Placement 66,000 CY from R-61to R-64 & T-69 to R-72 (201,3) ropical Storm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 7,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 7.0 ft 0.0 ft -pg5lgn Standard -{pMHWL (+.33 NAVD) 75 100 725 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 88 of 156 2005 Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 72 (oooN 96 168 Beginning Width= 109 Annual Erosion= AnnualAccretion= 21, End Beach Width= 130 (n F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 68 -2 1.4C t\c)oN Beginning Width=3C Annual Erosion= Annual Accretion= 1C End Beach Width= L4C $ F{oN Beginning Width= 1.40 @ 8 Annual Erosion= -LN AnnualAccretion= End Beach Width= 139 Beginning Width= 1.40 Annual Erosion= -16 AnnualAccretion= End Beach Width= L24 sf FloN N Fl Beginning Width=39 C'T 8 Annual Erosion= -1.6N AnnualAccretion= End Beach Width= 123 Beginning Width= 124 rO I Annual Erosion=N AnnualAccretion= t2 End Beach Width= 136 Beginning Width= 123 Annual Erosion= Annual Accretion= 7 End Beach Width= 130 o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 3 36 133 r.o F{o(\l Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 130 -10 L20 F{ F{oN Beginning Width= 133 Annual Erosion= -1,1, AnnualAccretion= End Beach Width= L22 N F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width=109 2A -1.1 N F{oN Beginning Width= 722 Annual Erosion= AnnualAccretion= 2 End Beach Width= 124 @ F{oN CAC July 12, 2018 VIII-1 New Business 89 of 156 2018 2017 2016 2075 2074 2013 2012 2011. 2010 2009 2008 2007 2006 200s R-70 Hurricane lrma (Sept. 2017) 2.0 ft -11.0 ft -3.0 ft 12.0 ft -16.0 ft 10.0 ft 21.0 ft -11.0 ft -10.0 ft 7.0 ft -16.0 ft -1.0 ft -28.0 ft u0tr Lo.=tro o Loo -pg5igp Standard +MHWL (+.33 NAVD) 7s 100 125 Beach Width From Baseline (Feet) Fill Placement 66,000 CY from R-61 to R-64 & T-69 to R-72 (20L3) Tropicalstorm Debbie (June 2012) Tropical Storm Fay (August 2008) Fill Placement L8,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 69 96.0 ft CAC July 12, 2018 VIII-1 New Business 90 of 156 R-7I 2005 Beach Width= roooN Beginning Width= 64 Annual Erosion= AnnualAccretion= 1"1.4 End Beach Width= 178 Beginning Width= Lt2 (n Flij Annual Erosion=N AnnualAccretion= 1,1 End Beach Width= IZ3 NooN Beginning Width=78 Annual Erosion= -33 An n ua I Accretion= End Beach Width= L45 Beginning Width= IZ3 Annual Erosion= AnnualAccretion= 2L End Beach Width= 144 sfFloN Beginning Width= 1,45 Annual Erosion= -6 Annual Accretion= End Beach Width= 139 @ooN Beginning Width= 744 Annual Erosion= -15 AnnualAccretion= End Beach Width= LZg sf F{oN N F{ Beginning Width= 139 O) I Annual Erosion= -10N AnnualAccretion= End Beach Width= 129 Beginning Width= 129 Annual Erosion= AnnualAccretion= 18 End Beach Width= 1,47 rJ') F{oN Beginning Width= 129 Annual Erosion= AnnualAccretion= 3 End Beach Width= 132 o F{oN Beginning Width= 147 Annual Erosion= AnnualAccretion= End Beach Width=139 -8 ro F{oN Beginning Width= 132 Annual Erosion= -7 An n ua I Accretion= End Beach Width= 125 F{ F{oN Beginning Width= 139 Annual Erosion= AnnualAccretion= End Beach Width= -15 N F{oN 724 Beginning Width= 125 Annual Erosion= -13 Annual Accretion= End Beach Width= 112 N F{oN Beginning Width= 72 Annual Erosion= Annual Accretion= 13 End Beach Width= 137 @ F{oN CAC July 12, 2018 VIII-1 New Business 91 of 156 13.0 ft -15.0 ft R-71 Hurricane lrma (Seot. 2017 Fill Placement 9,000 CY from R-71.5 to R-73 (Dec. 2014) Fill Placement 66,000 CY from R-61to R-64 & T-69 to R-72 (2013) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 26,000 CY (May 2006) Hurricane Wilma (October 2005) . ^^^F1 62Hurricane Katrina (August 2005) uotr o.= Co o L(!o 2018 20t7 201.6 2015 201_4 2013 2072 201.1 2010 2009 2008 2007 2006 2005 -8.0 ft 18.0 ft -15.0 ft 21.0 ft 11.0 ft -13.0 ft -7.0 ft 3.0 ft -10.0 ft -6.0 ft -33.0 ft - lg5ign Standard +MHWL (+.33 NAVD) 75 100 L25 Beach Width From Baseline (Feet) 1-14.0 ft CAC July 12, 2018 VIII-1 New Business 92 of 156 R-72 2005 Beach Width= (OooN Beginning Width= 76 Annual Erosion= Annual Accretion= 1,19 End Beach Width= L95 -6 (n F{oN Beginning Width= 1,28 Annual Erosion= AnnualAccretion= End Beach Width=122 Beginning Width= 195 N 8 Annual Erosion= -28N Annual Accretion= End Beach Width= 1,67 Beginning Width= 122 Annual Erosion-- AnnualAccretion= 33 End Beach Width= 155 sf F{oN Beginning Width= 1.6 6 8 Annual Erosion= -1,1,N Annual Accretion= End Beach Width= 156 Beginning Width= 155 Annual Erosion= AnnualAccretion= 3 End Beach Width= 158 sfFloN N F{ Beginning Width= Ot I Annual Erosion=N AnnualAccretion= End Beach Width= 156 1.54 Beginning Width= 158 Annual Erosion= AnnualAccretion= L4 End Beach Width= 172 ln F{oN Beginning Width= 154 Annual Erosion= -4 Annual Accretion= End Beach Width= 150 o F{oN Beginning Width= 172 Annual Erosion= AnnualAccretion= End Beach Width= -2 170 rO F{oN Beginning Width=50 Annual Erosion= -t AnnualAccretion= End Beach Width= 149 F{ F{oN Beginning Width= 170 N 8 Annual Erosion= -23N Annual Accretion= End Beach Width= 1,47 Beginning Width= 1.49 N 8 Annual Erosion= -2LN Annual Accretion= End Beach Width= 128 Beginning Width= 147 Annual Erosion= Annual Accretion= 8 End Beach Width= 155 C} F{oN CAC July 12, 2018 VIII-1 New Business 93 of 156 R-72 Hurricane lrma (Sept.2o17)'J_47 8.0 ft -23.0 ft 770 -2.0 ft Fill Placement 9,000 CY from R-71.5 to R-73 (Dec. 2014) 14.0 ft Fill Placement 66,000 CY from R-61 to R-64 & T-69 to R-72 (201.3)122 33.0 ft TropicalStorm Debbie (June 2012)-6.0 ft 128 -21.0 ft t49 -1.0 ft -4.0 ft 54 Tropical Storm Fay (August 2008)-2.0 ft 156 -11.0 ft 76 Fill Placement 18,000 CY (May 2006) -28.0 fl,h Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) :119.0 ft - pg5ign Standard -*-MHWL (+.33 NAVD) 2018 2017 201.6 201.5 20L4 2073 uoc L P zotzco =o 2017 (!o 2010 2009 2008 2007 2006 2005 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 94 of 156 2005 Beach Width= roooN Beginning Width= 85 Annual Erosion= AnnualAccretion= 44 End Beach Width= 1,29 Beginning Width= 125 (n I Annual Erosion=N AnnualAccretion= Z End Beach Width= 127 Beginning Width=29 Annual Erosion= AnnualAccretion= 26 End Beach Width= 155 NooN Beginning Width= 12 Annual Erosion= AnnualAccretion= 26 End Beach Width= 153 stdoN Beginning Width= 155 @ I Annual Erosion=N Annual Accretion= 2 End Beach Width= 157 Beginning Width= 153 Annual Erosion= Annual Accretion= 5 End Beach Width= 158 sf F{oN N F{ Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 15 OtooN 15C Beginning Width= 158 Annual Erosion= AnnualAccretion= 28 End Beach Width= 186 lrl F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 15C o F{oN 15C Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 186 (o F{oN 178 Beginning Width= 150 F{ I Annual Erosion= -3N Annual Accretion= End Beach Width= L47 Beginning Width- 178 Annual Erosion= -33 An n ua I Accretion= End Beach Width= 1.45 N F{oN Beginning Width= t4 Annual Erosion= -22 Annual Accretion= End Beach Width= 125 N F{oN Beginning Width= 1.45 Annual Erosion= Annual Accretion= 1,L End Beach Width= 156 @FloN CAC July 12, 2018 VIII-1 New Business 95 of 156 Hurricane lrma (Seot. 201 Fill Placement 9,000 CY from Fill Placement 213 CY R-71.5 to R-73 (Dec. 2014) (Jan. 2014) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 1"4,000 CY (May 2006) Hurricane Wilma (October 2005) u,.--:^^^^ v^+-i^^ /A,.^,,.+ lrrrrEt 85Hurricane Katrina (August 2005) 2018 2017 2016 2015 2014 2013 boc E zotz tro =o 2077 Loo - ps5ign Standard -.I-MHWL (+.33 NAVD) 20to 2009 2008 2007 2006 2005 75 100 t25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 96 of 156 2005 Beach Width= Beginning Width= 79 ro 8 Annual Erosion=N Annual Accretion= 78 End Beach Width= 157 Beginning Width= 136 Annual Erosion= AnnualAccretion= 4 End Beach Width= 14O ft1 F{oN Beginning Width= 157 Annual Erosion= AnnualAccretion= End Beach Width=155 -2 NooN Beginning Width=4A Annual Erosion= AnnualAccretion= 4 End Beach Width= 144 sf F{oN Beginning Width= 155 € I Annual Erosion= -8N AnnualAccretion= End Beach Width= 147 Beginning Width= 1.44 Annual Erosion= AnnualAccretion= t End Beach Width= 1,45 sf F{c)N NFl Beginning Width= or 8 Annual Erosion=N AnnualAccretion= End Beach Width= 1,41 138 Beginning Width= 1.45 Annual Erosion= AnnualAccretion= 31 End Beach Width= 176 I,l F{oN Beginning Width=38 Annual Erosion= 4 An n ua I Accretion= End Beach Width= 1.42 o F{oN Beginning Width=76 (o I Annual Erosion=N AnnualAccretion= 1,1, End Beach Width= 187 Beginning Width= 1.42 Annual Erosion= Annual Accretion= 3 End Beach Width= L45 F{ F{oN Beginning Width= 187 Annual Erosion= Annual Accretion= End Beach Width= -38 L49 t\ F{oN Beginning Width= 1.4 Annual Erosion= -9 Annual Accretion= End Beach Width= 136 N F{oN Beginning Width= 1,49 Annual Erosion= AnnualAccretion= 8 End Beach Width= 1,57 00 F{oN CAC July 12, 2018 VIII-1 New Business 97 of 156 Hurricane lrma (Sept. 2017 Fill Placement 10,000 CY from R-74 to R-78 (Dec. 2014) Tropicalstorm Debbie (June 2012) Fill Placement 8,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 2018 20L7 2076 201.5 201_4 2013 EO '=I zotz tro =o 2071 L(!o 2010 2009 2008 2007 2006 2005 8.0 ft -38.0 ft 11.0 ft 31.0 ft 1.0 4.0 ft 4.0 ft -9.0 ft - ps5ign Standard -I-MHWL (+.33 NAVD) Tropical Storm Fay (August 2008) 3.0 ft 4.0 ft -9.0 ft -8.0 ft -2.0 ft 100 !25 Beach Width From Baseline (Feet) 78.0 ft CAC July 12, 2018 VIII-1 New Business 98 of 156 R-75 2005 Beach Width= Beginning Width= 92 (o 8 Annual Erosion=N Annual Accretion= 43 End Beach Width= 135 Beginning Width= 135 (n 8 Annual Erosion= -1,N Annual Accretion= End Beach Width= 134 Beginning Width= 135 N 8 Annual Erosion= -24N Annual Accretion= End Beach Width= 11,1 Beginning Width= L34 sf E Annual Erosion= -18N AnnualAccretion= End Beach Width= L!6 Beginning Width= 1.L1. 00 I Annual Erosion=N Annual Accretion= 15 End Beach Width= 126 Beginning Width= 116 Annual Erosion= -16 Annual Accretion= End Beach Width= 100 + F{oN N F{ Beginning Width= 126 gr I Annual Erosion=N AnnualAccretion= t4 End Beach Width= 140 Beginning Width= 100 ln I Annual Erosion=N AnnualAccretion= 47 End Beach Width= 1,47 Beginning Width= t4O o I Annual Erosion=N Annual Accretion= End Beach Width= 140 Beginning Width= 1.41 (I) 8 Annual Erosion= -32N AnnualAicretion= End Beach Width= 115 Beginning Width= t4A F{ 8 Annual Erosion= -1,2N Annual Accretion= End Beach Width= L28 Beginning Width= 115 N I Annual Erosion=N Annual Accretion= 6 End Beach Width= 1,21, Beginning Width= 128 N I Annual Erosion=N AnnualAccretion= 7 End Beach Width= 135 Beginning Width= 121, q, E Annual Erosion=N AnnualAccretion= 31 End Beach Width= 1,52 CAC July 12, 2018 VIII-1 New Business 99 of 156 2018 2017 201.6 2015 20L4 2013 2072 201.L 20to 2009 2008 2007 2006 2005 R-75 31.0 ft Hurricane lrma 6.0 ft -32.0 ft 4 -1_6.0 ft -18.0 ft boE o.=tro o L(!o -1.0 ft 7.0 ft - Design standard ..I-MHWL (+.33 NAVD) -12.0 ft 0.0 ft 14.0 ft 1s.0 ft -24.0 ft 75 100 125 Beach Width From Baseline (Feet) Fill Placement 10,000 CY from R-74 to R-78 (Dec. 2014) TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Fill Placement 8,000 CY (May 2006) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 84 43.0 ft CAC July 12, 2018 VIII-1 New Business 100 of 156 Beach Width= Beginning Width= 60 (o I Annual Erosion=N Annual Accretion= 68 End Beach Width= 128 94 -2e 68 (Y) F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= -27 NooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 128 107 sfHoN Beginning Width= 68 Annual Erosion= AnnualAccretion= 35 End Beach Width= 103 Beginning Width= tO7 @ 8 Annual Erosion= -7N AnnualAccretion= End Beach Width= 100 103sf F{oN N F{ Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 3 106 Beginning Width= 100 g) I Annual Erosion=N AnnualAccretion= End Beach Width= -12 88 Beginning Width= rrl I Annual Erosion=N AnnualAccretion= End Beach Width= 106 -22 84 Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 88 10 98 o F{oN Beginning Width= 84 Annual Erosion= Annual Accretion= L7 End Beach Width= 101 (o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 9E F{ FloN 9C Beginning Width= 101 Annual Erosion= AnnualAccretion= 2 End Beach Width= 103 F F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 9C N F{oN 4 94 Beginning Width= 103 Annual Erosion= Annual Accretion= 10 End Beach Width= 1L3 00 F{oN CAC July 12, 2018 VIII-1 New Business 101 of 156 2017 2016 2015 !!c oEco o (Eo 2012 20!1 Hurricane lrma (SePt. 2017 Fill Placement 10,000 CY from R-74 to R-78 (Dec. 2014) ropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 15,000 CY (May 2006) urricane Wilma (October 2005) Hurricane Katrina (August 2005) 10.0 ft -8.0 ft 17.0 ft -22.Oft 3.0 ft 3s.0 ft -26.0 ft 4.0 ft 10.0 ft -12.0 ft -7.0 fI -21.0 ft 68.0 ft -ps5ign Standard +MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 102 of 156 R-77 2005 Beach Width= Beginning Width= 83 (o I Annual Erosion=N AnnualAccretion= 54 End Beach Width= 1.37 Beginning Width= Annual Erosion= -24 AnnualAccretion= End Beach Width= 108 Beginning Width= L37 Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= tZ4 @ I Annual Erosion= -8N AnnualAccretion= End Beach Width= 1.16 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= sf F{oN N F{ Beginning Width= 116 Or I Annual Erosion= -gN Annual Accretion= End Beach Width= 109 Beginning Width= t2A Annual Erosion= -9 Annual Accretion= End Beach Width= 1.11 Beginning Width= 108 Annual Erosion= AnnualAccretion= 3 End Beach Width= 1,1,1 Beginning Width= U.l Annual Erosion= AnnualAccretion= End Beach Width= 1,1 Beginning Width= 1,Lt Annual Erosion= AnnualAccretion= 13 End Beach Width= tZ4 Beginning Width= 119 Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 124 N E Annual Erosion=N AnnualAccretion= g End Beach Width= 1.32 Beginning Width= t1. Annual Erosion= AnnualAccretion= 13 End Beach Width= I27 CAC July 12, 2018 VIII-1 New Business 103 of 156 R-77 Hurricane lrma (SePt. 2017) Fill Placement 10,000 CY from R-74 to R-78 (Dec. 2014) Tropicalstorm Debbie (June 2012) Tropicalstorm Fay (August 2008) Fill Placement 8,000 CY (MaY 2006) Hurricane Wilma (October 2005) r r..--:---^ tr^t-i^^ r4..^.,-+ lrtnEl 78Hurricane Katrina (August 2005) - ps5ig6 Standard +MHWL (+.33 NAVD) 2018 2017 2016 2015 20L4 2013 boc E zotzco o 20tt (!o 2010 2009 2008 2007 2006 2005 75 100 t25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 104 of 156 R-78 2005 Beach Width= 92 Beginning Width= rcl I Annual Erosion=N AnnualAccretion= 32 End Beach Width= 1,24 Beginning Width= (n F{U Annual Erosion=N AnnualAccretion= End Beach Width= 26 -34 92 Beginning Width= 124 Annual Erosion= -6 Annual Accretion= End Beach Width= 118 l\ooN Beginning Width= 92 Annual Erosion= Annual Accretion= 8 End Beach Width= 100 si F{oN Beginning Width= 118 0o 8 Annual Erosion=N Annual Accretion= End Beach Width= -9 109 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 100 -3 97 st F{oN NFl Beginning Width= Annual Erosion= AnnualAccretion= 1 End Beach Width= 110 09 o)ooN Beginning Width= Annual Erosion= AnnualAccretion= 6 End Beach Width= 103 7 ta FloN Beginning Width= L1 o F{E Annual Erosion=N Annual Accretion= 5 End Beach Width= 115 (o F{oN Beginning Width= 103 Annual Erosion= -2 An n ua I Accretion= End Beach Width= 101 Beginning Width= 115 Annual Erosion= AnnualAccretion= 19 End Beach Width= 134 F{ F{oN t\FloN Beginning Width= 101 Annual Erosion= AnnualAccretion= 5 End Beach Width= 106 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width=126 134 N F{oN Beginning Width= 106 Annual Erosion= AnnualAccretion= Zg End Beach Width= 135 @ F{oN CAC July 12, 2018 VIII-1 New Business 105 of 156 R-78 Hurricane lrma (Sept. 2017)1-06 -..' 29.0 ft 101 ( t-- \,., 5.0 ft -2.0 ft l3 Fill Placement 10,000 CY from R-74 to R-78 (Dec. 2014) "( 6.0 ft -3.0 ft s2(8.0 ft \ TropicalStorm Debbie (June 2012)-34.0 ft 126 \-8.0 ft 734 ,rr-/ 19.0 ft I s.oft fl10 TropicalStorm Fay (August 2008)1.0 ft 109 x -9.0 ft Fill Placement 2,000 CY (May 2006)\ 124 - -6.0 ft Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 86 32.0 ft 2018 20L7 2076 2015 20L4 2013 boc L P zotz tro o 201.1. (!o 2010 2009 2008 2007 2006 2005 - Design Standard -l-MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 106 of 156 2005 Beach Width= Beginning Width= rO I Annual Erosion=N Annual Accretion= End Beach Width= 85 -3 82 Beginning Width= 109 Annual Erosion= AnnualAccretion= t7 End Beach Width= 726 (t1 F{oN Beginning Width= 82 Annual Erosion= AnnualAccretion= 18 End Beach Width= 100 NooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 12 -21 L05 tFloN Beginning Width=00 @ I Annual Erosion= -19 N Annual Accretion= End Beach Width= 81 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 105 91 sf F{oN N F{ Beginning Width= 81 C') I Annual Erosion=N AnnualAccretion= 19 End Beach Width= 100 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 97 lrl F{oN 2 99 Beginning Width=OC Annual Erosion= Annual Accretion= 1C End Beach Width= 11C o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= (g F{oN 99 -1 89 Beginning Width= 110 Annual Erosion= -9 Annual Accretion= End Beach Width= 101 F{ F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= F F{oN 89 9 98 Beginning Width= 101 Annual Erosion= Annual Accretion= 8 End Beach Width= 109 NFtoN Beginning Width= 98 Annual Erosion= Annual Accretion= 1C End Beach Width= 108 @FloN CAC July 12, 2018 VIII-1 New Business 107 of 156 Hurricane lrma (Sept. 2017) 98 Tropical Storm Debbie (June 2012) TropicalStorm Fay (August 2008) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 2078 2077 2016 2014 20L3 boE E zorzco E o 20tt (!o 2010 2009 2008 2007 2006 2005 - Design Standard ..,FMHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline {Feet) CAC July 12, 2018 VIII-1 New Business 108 of 156 R-80 2005 Beach Width= 86 Beginning Width= 86 ?o I Annual Erosion=N AnnualAccretion= 15 End Beach Width= 101 Beginning Width=05 Annual Erosion= AnnualAccretion= t2 End Beach Width= t77 (n F{oN Beginning Width= F I Annual Erosion=N AnnualAccretion= End Beach Width=96 101 Beginning Width= 1'L Annual Erosion= -5 Annual Accretion= End Beach Width= L12 + F{oN Beginning Width= q, 8 Annual Erosion=N AnnualAccretion= End Beach Width= 96 -6 90 Beginning Width= L12 Annual Erosion= -5 Annual Accretion= End Beach Width= 107 sf FloN N F{ Beginning Width= or I Annual Erosion=N AnnualAccretion= End Beach Width= 90 -2 88 10 rrt F{oN 7 7 100 Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 88 Annual Erosion= Annual Accretion= 29 End Beach Width= t17 o F{oN 100 -1 99 (o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= Beginning Width= 1,L7 Annual Erosion= -6 Annual Accretion= End Beach Width= L1.1' F{ F{oN 99 -6 93 t\ F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= Beginning Width= 1'LL Annual Erosion= Annual Accretion= End Beach Width= N F{oN -6 105 93Beginning Width= 6 I Annual Erosion=N Annual Accretion= End Beach Width= t 94 CAC July 12, 2018 VIII-1 New Business 109 of 156 Hurricane lrma (Sept. 2017 TropicalStorm Debbie (June 2012) TropicalStorm Fay (August 2008) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) 86 2078 2017 201.6 20L5 2074 2013 b!tr P zotzco =o 2011 l!o 2010 2009 2008 2007 2006 2005 -I-MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 110 of 156 R-81 2005 Beach Width= 92 Beginning Width= (o 8 Annual Erosion=N Annual Accretion= End Beach Width= 92 7 99 Beginning Width= 98 Annual Erosion= AnnualAccretion= 19 End Beach Width= 1'17 (n F{oN Beginning Width= r\ I Annual Erosion=N AnnualAccretion= End Beach Width= 99 -4 95 Beginning Width= L17 Annual Erosion= Annual Accretion= End Beach Width= -2 1L5 sf F{oN Beginning Width= @ I Annual Erosion=N AnnualAccretion= End Beach Width= 95 _c 8€ Beginning Width= 115 Annual Erosion= 'A AnnualAccretion= End Beach Width= 1'L1) st F{oN N F{ Beginning Width= 86 o) I Annual Erosion=N AnnualAccretion= 6 End Beach Width= 92 Beginning Width= 1'tl Annual Erosion= Annual Accretion= End Beach Width=!o7 -4 ]n F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 92 -3 89 o F{oN Beginning Width= 107 Annual Erosion= Annual Accretion= 4 End Beach Width= tt1' (o F{oN Beginning Width= 89 Annual Erosion= AnnualAccretion= 8 End Beach Width= 97 F{ F{oN Beginning Width= 1,Lt Annual Erosion= Annual Accretion= End Beach Width= -9 LO2 r\ F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= N F{oN 97 1. 98 Beginning Width= 00 I Annual Erosion=N AnnualAccretion= End Beach Width= 1.O2 -3 99 T CAC July 12, 2018 VIII-1 New Business 111 of 156 !oc o.=tro o .!o 2018 2017 2076 2015 2074 20t3 2012 2071 20to 2009 2008 2007 2006 2005 .{-MHWL (+.33 NAVD) 75 100 125 Beach Width From Baseline (Feet) R-81 Hurricane lrma (Sept. 2017) TropicalStorm Debbie (June 2012) Tropical Storm Fay (August 2008) Hurricane Wilma (October 2005) Hurricane Katrina (August 2005) -4.0 ft -4.0 ft CAC July 12, 2018 VIII-1 New Business 112 of 156 R-82 2005 Beach Width= Beginning Width= 63 rO 8 Annual Erosion= -15 N Annual Accretion= End Beach Width= 48 Beginning Width= 63 (n I Annual Erosion=N AnnualAccretion= L6 End Beach Width= 79 Beginning Width= 48 N 8 Annual Erosion=N AnnualAccretion= 12 End Beach Width= 60 Beginning Width= 79 sf I Annual Erosion= -6N AnnualAccretion= End Beach Width= 73 Beginning Width= 60 @ 8 Annual Erosion= -LN Annual Accretion= End Beach Width= 59 Beginning Width= 73 Annual Erosion= Annual Accretion= 4 End Beach Width= 77 + F{oN N F{ Beginning Width= 59 O) I Annual Erosion=N AnnualAccretion= t2 End Beach Width= 7L Beginning Width= 77 lrt I Annual Erosion=N AnnualAccretion= 2 End Beach Width= 79 Beginning Width= 7t o 8 Annual Erosion= -2LN Annual Accretion= End Beach Width= 50 Beginning Width= 79 (o 8 Annual Erosion= -4N AnnualAccretion= End Beach Width= 75 Beginning Width= 50 F{ I Annual Erosion=N Annual Accretion= 4 End Beach Width= 54 Beginning Width= 75 N I Annual Erosion=N AnnualAccretion= End Beach Width= 75 Beginning Width= 54 N I Annual Erosion=N AnnualAccretion= 9 End Beach Width= 63 Beginning Width= 75 6 I Annual Erosion=N Annual Accretion= 3 End Beach Width= 78 CAC July 12, 2018 VIII-1 New Business 113 of 156 Hurricane lrma (Seot. 2017) 75. TropicalStorm Debbie (June 2012) TropicalStorm Fay (Aug. 2008) Hurricane Wilma (Oct. 2005) Hurricane Katrina (Aug. 2005) 2078 2017 201.6 2015 201.4 2013 b0tr P zotzco o 20L1. t!o 20to 2009 2008 2007 2006 2005 .{-MHWL (+.33 NAVD) 7s 100 L25 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 114 of 156 R-83 2005 Beach Width= Beginning Width= ro I Annual Erosion=N Annual Accretion= End Beach Width= 41. 2 43 Beginning Width= Annual Erosion= Annual Accretion= 20 End Beach Width= 7t (r1 F{oN Beginning Width= 43 Annual Erosion= AnnualAccretion= 8 End Beach Width= 51 NooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 71. -15 56 sfFloN Beginning Width= 51 Annual Erosion= Annual Accretion= 1,1, End Beach Width= 62 q,ooN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 56 -1.1 45 +FloN N F{ Beginning Width= 62 c'l I Annual Erosion=N Annual Accretion= 5 End Beach Width= 67 Beginning Width= 45 Annual Erosion= Annual Accretion= 36 End Beach Width= 81 lftFloN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 67 -9 58 o F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 81 -2 79 rO F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 58 -t 45 F{ F{oN Beginning Width= 79 Annual Erosion= -9 Annual Accretion= End Beach Width= 70 l\ F{oN Beginning Width= 45 Annual Erosion= Annual Accretion= 6 End Beach Width= 51 N FloN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= @ F{oN 70 5 75 CAC July 12, 2018 VIII-1 New Business 115 of 156 2018 2017 20!6 2015 201.4 2073 2012 201\ 2010 2009 2008 2007 2006 2005 Hurricane lrma (Sept. 2017) s.0 ft -9.0 ft -2.0 ft 36.0 ft -11.0 ft -15.0 ft botr Lo .tsco o r!o TropicalStorm Debbie (June 2012)20.0 ft 6.0 ft -I-MHWL (+.33 NAVD) -13.0 ft -9.0 ft TropicalStorm Fay (Aug. 2008)s.0 ft 11.0 ft 8.0 ft Hurricane Wilma (Oct. 2005) Hurricane Katrina (Aug. 2005) 2.0 ft 75 100 125 Beach Width From Baseline (Feet) CAC July 12, 2018 VIII-1 New Business 116 of 156 R-84 2005 Beach Width= Beginning Width= 23 (o I Annual Erosion=N AnnualAccretion= 1,'1, End Beach Width= 34 Beginning Width= 44 Annual Erosion= AnnualAccretion= 15 End Beach Width= 59 (n F{oN Beginning Width= 34 Annual Erosion= Annual Accretion= 9 End Beach Width= 43 NooN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 59 -6 53 + F{oN Beginning Width= @ 8 Annual Erosion=N AnnualAccretion= End Beach Width= 2 45 Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 53 -4 49 str{oN N F{ Beginning Width= (r) I Annual Erosion=N AnnualAccretion= End Beach Width= 45 8 53 Beginning Width= Annual Erosion= An n ua I Accretion= End Beach Width= 49 23 72 rrl FloN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 53 -1 52 o F{oN Beginning Width= Annual Erosion= AnnualAccretion= End Beach Width= 72 67 (o F{oN Beginning Width= 52 Annual Erosion= Annual Accretion= 15 End Beach Width= 67 F{ F{oN Beginning Width= Annual Erosion= Annual Accretion= End Beach Width= 67 20 47 F F{oN Beginning Width= Annual Erosion= -23 Annual Accretion= End Beach Width= 44 N F{oN Beginning Width= 47 Annual Erosion= AnnualAccretion= 21 End Beach Width= 68 q,r{oN CAC July 12, 2018 VIII-1 New Business 117 of 156 R-84 47 2018 2077 2016 2075 20L4 2013 2012 20tt 2010 2009 2008 2007 2006 200s Hurricane lrma (Sept. 2017) 21.0 ft -20.0 ft -5.0 ft 23.0 ft -4 -6.0 ft b!tr o .EEo E o oo TropicalStorm Debbie (June 2012)15.0 ft -23.0 fr +MHWL (+.33 NAVD) 1s.0 ft -1.0 ft Tropical Storm Fay (Aug. 2008)8.0 ft 2.0 ft 9.0 ft Hurricane Wilma (Oct. 2005) Hurricane Katrina (Aug. 2005) 75 100 125 Beach Width From Baseline (Feet) 11.0 ft CAC July 12, 2018 VIII-1 New Business 118 of 156 Appendix F Oblique Aeriat lmages Acquired in March 20{8 CAC July 12, 2018 VIII-1 New Business 119 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths t CAC July 12, 2018 VIII-1 New Business 120 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and profib Azimuths - CAC July 12, 2018 VIII-1 New Business 121 of 156 Aerial lmages Acquired on March 23, 2018 inctuding Monuments and Profile Azimuths 3 '* .r* CAC July 12, 2018 VIII-1 New Business 122 of 156 - Aerial lmages Acquired on March 23, 2018 including Monuments and profile Azimuths 4 - CAC July 12, 2018 VIII-1 New Business 123 of 156 Aeriat lmages Acquired on March 23,2018 including Monuments and Profile Azimuths ff* l* r -:r .'::' : : iLr::.::::i :t.:-iit : :' r: ".^j' F:ilii+ r:l::r:, l-..-,,. ;ti::r!'":.ji a:. :.: ..r--ri::i.. ril*ld f i:iii'r:::i::.*.1:: :;,. ,: . !l -:'" . X'1 .i,r....,... lI : :1':l;- 5 ry, .iP ::t!.-F.i CAC July 12, 2018 VIII-1 New Business 124 of 156 - Aerial lmages Acquired on March 23, 2018 including Monuments and profile Azimuths - CAC July 12, 2018 VIII-1 New Business 125 of 156 Aerial lmages Acquired on March 23,2018 inctuding Monuments and Profile Azimuths 7 CAC July 12, 2018 VIII-1 New Business 126 of 156 - Aerial lmages Acquired on March 23, 2018 inctuding Monuments and profib Azimuths H CAC July 12, 2018 VIII-1 New Business 127 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 128 of 156 Aerial lmages Acquired on March 23, 2018 inctuding Monuments and profite Azimuths ;X;H;1**S] 10 CAC July 12, 2018 VIII-1 New Business 129 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 130 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 131 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths 13 CAC July 12, 2018 VIII-1 New Business 132 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths L4 CAC July 12, 2018 VIII-1 New Business 133 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 134 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 135 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 136 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 137 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 138 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and profite Azimuths CAC July 12, 2018 VIII-1 New Business 139 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths 21. CAC July 12, 2018 VIII-1 New Business 140 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 141 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 142 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and profile Azimuths CAC July 12, 2018 VIII-1 New Business 143 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths 25 CAC July 12, 2018 VIII-1 New Business 144 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths 26 CAC July 12, 2018 VIII-1 New Business 145 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 146 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 147 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 148 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths 30 CAC July 12, 2018 VIII-1 New Business 149 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths ,*i *;.,. .- --::**. .,. .-J*q$.ii.. i.-,* CAC July 12, 2018 VIII-1 New Business 150 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-1 New Business 151 of 156 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths*ru CAC July 12, 2018 VIII-1 New Business 152 of 156 Appendix G Sea Level Rise CAC July 12, 2018 VIII-1 New Business 153 of 156 Sea Level Rise Sea Level Rise (SLR) has not previously been considered in Collier County's annual beach monitoring reports. Although some scientists have been sounding the alarm, the evidence for the connection between climate change and SLR is prodigious. Historically sea level has been both much higher and much lower than it is today due to natural variations. When looking at all of the variables that influence SLR, and considering the wide ranges of time over which these changes take place, it is easy to see why there has been controversy. However, the preponderance of the evidence points to SLR as a direct consequence of global warming, and warming is to a significant degree the result of human activities releasing "greenhouse gases", trapping thermal energy from the sun as well as the earth's own internal thermal energy. Opinions vary widely regarding SLR, and what is the proper rate of SLR that should be the criteria for adaption. While scientific debate is always healthy, and the most reliable criteria may change over time as more information becomes available, there is little doubt the best source of information on climate change and SLR is the lntergovernmental Panel on Climate Change (IPCC) established in 1988 by two United Nations Organizations. These are the World Meteorological Organization and the United Nations Environmental Program to assess "the scientific, technical and socioeconomic information relevant for the understanding of the risk of human-induced climate change." Review by experts and governments is an essential part of the IPCC process. For its first task, the IPCC was asked to prepare, based on available scientific information, a report on all aspects relevant to climate change and its impacts and to formulate realistic response strategies. The first assessment report of the IPCC served as the basis for negotiating the United Nations Framework Convention on Climate Change (UNFCCC). Since then, the IPCC has remained the most important source for the Convention's scientific, technical and socio- economic information. The relationship between the UNFCCC and the IPCC has become a model for interaction between science and decision makers. Furthermore, the Assessment Reports (AR) specifically address SLR as a direct result of climate change, and it provides a detailed assessment of how climate change is directly related to SLR through a number of global physical processes. The IPCC makes a compelling case for climate change as a real phenomenon, and human activities releasing greenhouse gases are responsible to a significant degree. As a result many countries are responding with a degree of urgency to reduce the release of greenhouse gasses contributing to climate change, in part due to the understanding that SLR is a direct result of climate change. The most recent IPCC Assessment Report is the 5"' report (AR5). Chapter 13 of AR5 is specific to the issue of SLR. ARs, Chapter 13 was prepared by over 70 authors, all of whom are world experts on the different phenomena that contribute to sea level rise. The IPCC publishes an updated AR about every 6 years and the reports include the results of credible data collection, studies, and reports generated during that 6 year interval between publication of Assessment Reports. A direct result of the solid and still growing consensus that SLR needs to be addressed is many coastal communities are developing Adaption Plans. Miami-Dade County is one of the best examples of this, where they took the lead in organizing a task force made up of representatives of the four counties that make up southeast Florida; Monroe, Miami-Dade, Broward, and Palm Beach Counties. Miami-Dade County followed up on the CAC July 12, 2018 VIII-1 New Business 154 of 156 recommendations made by the original consortium of 4 counties by putting together its own task force to make practical recommendations to develop a SLR Adaption Plan. The plan was adopted into the County's Comprehensive Development Master PIan (CDMP), the provisions the County began implementing in 2014. This adaption plan lists potential impacts of SLR and based on the various sections of the County having the lowest elevations and are situated close to the coastline, it sets priorities based on the relative vulnerability of specific parts of the County, so the response to SLR will be the most efficient. The response includes upgrading storm water infrastructure, raising road elevations, and similarly raising the elevations of other designated elevation requirements contained in their CDMP. Beach restoration is one of the important elements of Adaption Plans in many areas, and in many cases one of the easiest to initiate implementation particularly since many coastal communities in Florida already have some level of beach maintenance in place. Beach nourishment projects typically have a life ranging from 5 to 10 years. Looking at it this way, design of beach nourishment projects may not necessarily be concerned with long term trends many times longer than the typical life of a nourishment project, and accordingly beach projects in recent history have simply been designed to be responsive to conditions as they exist at the time of construction. There is ample reason to modify this policy in light of information in the IPCC report. The reason for the importance of beach nourishment as a SLR adaption measure is rather simply described by what is known as the Bruun Rule, developed by Per Bruun who was a professor of Coastal Engineering at the University of Florida. The Bruun Rule uses conservation of mass to determine shoreline change associated with water level rise. This simplified theoretical approach is based upon a redistribution of the existing sediment while maintaining an equilibrium profile shape. As sea level rises, it necessarily results that the profile must rise too in order to maintain the equilibrium relationship between profile shape and water level. This requires a redistribution of coastal sediments, in this case beach sand, so that as the profile rises it also moves landward causing shoreline recession, and that recession is observed as erosion which provides the extra sand necessary for the profile to maintain its shape as it rises. The Bruun Rule does not consider other factors associated with the dynamic coastal system, such as the effects of longshore sediment transport, inlets, beach nourishment, and the longterm onshore migration of sediment, which is a phenomena which has been observed due to tide and wave induced shear stresses on the continental shelf, the effects of which are most likely to be apparent in long term geologic processes. It is clear that there are many variables that effect the movement of the position of the shoreline. However, as a simple exercise to illustrate the effectiveness of beach nourishment, a comparison was made between what would have occurred theoretically, in Collier County, due to measured SLR and application of the Bruun Rule, in comparison to what actually occurred in Collier County over the same time interval which includes the effect of beach nourishment. Although SLR is not linear, it is close enough to being linear for relatively short periods of time and the IPCC report states that SLR amounted to 3.2mmiyr. from 1995 to 2017. For 22 years this would be a total rise of 70.4mm. This is approximately 2.8 inches rise in sea level CAC July 12, 2018 VIII-1 New Business 155 of 156 that theoretically would have caused recession of approximately -15 feet in shoreline position according to the Bruun Rule. However, Collier County completed its first comprehensive nourishment in 1996 with 1.2 million cubic yards of sand, and has continued to nourish the beach regularly since then, Although here was only one other comprehensive nourishment of 667,620cy in 2005 Due to market conditions driven mostly by the need for dredging equipment to repair damage caused by Sandy in 2012, the cost of a comprehensive nourishment project scheduled for 2013, the prices bid at that time were prohibitively high. ln response to this the County identified several areas that were the most vulnerable and most in need of nourishment and hauled sand in by truck to address the needs of those areas. Since then the policy has been to annually truck relatively small quantities of sand, incrementally, to areas most in need of nourishment, as opposed to the traditional nourishment practice of hydraulic dredging to place much larger quantities of sand over much longer sections of shoreline. This flexible approach to nourishment, based on the analysis of monitoring data such as the data upon which this report is based, has shown this incremental approach to nourishment has been very effective. This also maintains a more consistent level of storm protection and environmental habitat. This comparison of the results of SLR based on the Bruun Rule, to the actual shoreline changes based on survey data shows that rather than erosion of and average of -15 feet between 1995 and 2017 due to SLR, the County's renourishment program has resulted in shoreline advance of an average of +51.5 feet over the same time period. Additionally, the beach nourishment program has enabled Collier County to begin building vegetated dunes in the nourishment areas, which not only adds stability to the upper beach, the dunes represent an additional supply of sand at a higher elevation than the beach berm, which provides an additional measure of storm protection. Also, after the impact of a storm, the beach will be in better condition due to the presence of this extra source of sand. All of this means that Collier County, although it has no official SLR adaption Plan, is already implementing one of the first and most effective adaption alternatives that is included in most adaption plans in areas that have sandy beaches. This is because a healthy beach and dune system provides very effective storm protection to upland structures and infrastructure. lt also maintains a wide beach for Collier County's tourist oriented economy, nesting habitat for endangered sea turtles, and foraging, nesting and roosting habitat for many species of coastal waterbirds, some of which are also on the endangered species list. While beach restoration is an extremely important element of a SLR Adaption Plan, it appears that this is currently the only plan being implemented by Collier County at this time in the way of adaption. The County may want to consider following the example of Miami- Dade in developing a Comprehensive SLR Adaption Plan. A good place to start would be to form a Task force as Miami-Dade did initially, perhaps in this case made up of the coastal counties in SW Florida. CAC July 12, 2018 VIII-1 New Business 156 of 156 approve 2018. . Plan, L and Development Code, and the Codes of L aws and O rdinances regarding the county’ s coastal required to maintain the health, aesthetics, and safety of the county’ s . CAC July 12, 2018 VIII-2 New Business 1 of 1 SOUTH MARCO BEACH NOURISHMENT PROJECT POST.IRMA AND ANNUAL CONSTRUCTION MONITORING SUMMARY June 2018 DEP PERMIT 0235209-003-JC usAcoE PERMIT SAJ-2005-2726(! P-MN) GollleR CoutrY PnrpRnro BY Hutvttstoru & Moone EructNrens HM File No.25026 Susurrrreo ro: F loR t on D rpnRrnlt rNT oF E ruvt Rot t lvt ENTAL P Rorectt o trt HUMISTONgMOORE ENGINEERS (OASTAT TXGINE€i'NG OT'IGN ANO 'ETM'TTIilG Main Office : 5679 Strand Court Naples, FL 341 10 Phone 239 5942021 Fax239 594 2025 e-mail : mail@humistonandmoore.com CAC July 12, 2018 VIII-2 New Business 1 of 69 Sourn Menco lslltto Belcn NouRtsxrvlelr PRolecr Posr-lnul eto AttHueu CorusrRucrloN MorutroRttle RepoRr June 2018 DEP Penmr 0235209-003-JC USAGOE PeRrulr SAJ-2005-2726(l P-MN) Colllen CoururY PRepRReo BY Hurirtsroru & Moonr Eruotrurens Table of Contents Paqe lntroduction 1 Background...... ......-.-.2 Design Plan.. ........ 5 Monitoring Survey Data.. ........7 Volume & Shoreline Change - Beach. 7 Borrow Area. ..' '..18 Aerial lmages ...... 22 Environmental ... .......... 22 Conclusions & Recommendations .....23 References .......... 28 Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Figure 6. Figure 7. Figure 8. Figure 9. Figure 10. Figure 11. Figure 12. Figure 13. Figure 14. Figure 15. List of Figures South Marco lsland Location Map South Marco lsland - 2013 Design Plan Survey lnformation - R-139 lo K-2 Schematic Diagram for Typical Shoreline and Volumetric Change Analysis Mean High Water Location Pre & Post Construction with Aerials -R-144 to G-5 Mean High Water Location Pre & Post Construction with Aerials - R-139 to R-144 Caxambas Pass & Kice Island Oblique Aerial lmage of Caxambas Pass on March 23,2018 Caxambas Pass lnlet Permitted Dredge Template - Contour Map April 2013 Caxambas Pass lnlet Permitted Dredge Template - Contour Map Sept. 2017 Caxambas Pass lnlet Permitted Dredge Template - Contour Change Map 2013-17 Shoreline Change - DEP Monuments R-139 to K-2 Volumetric Change - DEP Monuments R-139 to K-2 Contour Change Big Marco Pass Ebb Shoal 2OOO to 2017 Dry Beach Width - DEP Monuments R-139 lo K'2 CAC July 12, 2018 VIII-2 New Business 2 of 69 Table 1. Table 2. Table 3. Table 4. Table 5. A. B. C. D Tables Profile lnformation for Beach Volume Change Analysis Beach - Volume Change -Distance between Monuments Beach - Shoreline Change Beach - Volume Change Available Volume - Borrow Area Appendices Physical Monitoring Plan - Approved August 2,2012 Major Storm lnformation Beach Profiles R-139 through K-2 Oblique Aerial lmages 2018 CAC July 12, 2018 VIII-2 New Business 3 of 69 Souru Manco lslltto Belcn NouRlsnueur Pno.lecr POSr-lnul aruo AruHUal POSI COruSrRuCtlOtt MOIIITORING RepoRr Jurue 2018 DEP Penmtr 0235209-008-JM USACOE Prnrvltr SAJ-2005-2726(l P-MN) INTRODUCTION This report by Humiston & Moore Engineers (H&M) presents the analysis of a post-lrma1 survey, conducted in October of 2017. This is the fifth annual monitoring survey to be conducted subsequent to the April 2013 beach renourishment project. The post-lrma survey was., conducted by Aptim Environmental & lnfrastructure (APTIM)'beiween September 25th & October 71h,2018 based on the requirements of the State of Florida Department of Environmental Protection (DEP) permit 0235209-OO8-JM dated June 27 ,2016, U.S. Army Corps of Engineers (USACOE) permit SAJ-2005-2726 (;P-MN) issued January 6, 2006, and the Physical Monitoring Plan prepared by Coastal Engineering donsuliants, lnc. (CEC) approved by DEP on August 2,2012 provided in Appendix A. DEP authorized the use of the APTIM survey for documentation of post-storm changes and beach fill performance to the monitoring area as the fifth and final monitoring survey for the 2013 dredging and beach fill placement project. This project area was included within the limits of a larger nourishment and erosion control project starting in 1991 with the placement of over one million cubic yards of sand along three sections of Marco lslandt shoreline. The project design included two short groins at the south end of the island and erosion control structure, a segmented breakwater. DEP wanted the project monitored for five years to determine if the breakwater was needed. The erosion without the breakwater was as severe as the design anticipated, and construction of the breakwater was authorized after just three years of monitoring. The breakwaterwas constructed in 1996 and monitoring showed the breakwater reduced beach sand losses along the south nourishment segment by approximately 7Soh. 1 The center of Hurricane lrma impacted Collier County on September 10,2017 as a Category 3 major hurricane. 1 CAC July 12, 2018 VIII-2 New Business 4 of 69 South Marco lsland and Caxambas Pass are located in Collier County on the southwest coast of Florida as shown in Figure 1. The recent project included the placement of approximately 80,000 cubic yards (cy) of sand on the beaches of South Marco lsland from dredging the navigation channel in Caxambas Pass inlet between March 1 and April 30, 2013. ln February of 2016, DEP permit modification 0235209-007-JN was issued authorizing the placement of sand within the project area from an upland source. ln November of 2016, approximately 13,200 cubic yards of sand from Stewart Mining (lmmokalee, Florida) was hauled by truck and placed in the project area from DEP reference monument R-144 south to Station G-2. The project was constructed to restore storm losses as a result of Tropical Storm Debby, impacting the area in_ June 2012, as authorized by the Federal Emergency Management Agency (PA-04-FL-4048-PW-O I 07 9).2 ln June of 2016 permit modification 0235209-008-JM was issued authorizing the Central Marco Beach Regrading from DEP reference monument R-135.5 south to R-141.5, located at the northernmost end of the monitoring area addressed in this report. This includes the northernmost part of the central beach nourished in 1991. This portion of the project is scheduled to commence in 2018 pending USACOE permit issuance at the time of this report. On September 10, 2017 lhe eye of Hurricane lrma passed directly over Marco lsland as a Category 3 major hurricane. The storm track is documented in Appendix B including brief descriptions of major storms impacting Collier County beaches since 2004. BACKGROUND . 1989: Permit 111460389 issued by FDEP authorizing the longterm renourishment of Marco lsland, the construction of three offshore breakwater segments and two terminal groins at the south end of Marco lsland.. 1991: Beach restoration project placed approximately 575,000 cubic yards of sand on the south beach segment of Marco lsland and included the construction of two terminal rock groins. The Notice to Proceed with breakwater construction was withheld pending 5 years of monitoring to provide additional justification for the erosion control structure. Three years of monitoring were deemed sufficient to satisfy the DEP that the breakwater was necessary. . 1996: The construction of the segmented breakwater, authorized as part of the original design and consisting of three segments to reduce sand losses into Caxambas Pass, was given a Notice to Proceed from DEP and the structure was built. The design was updated to stagger the structures for improved performance. . 1997: South Marco Beach Nourishment placed approximately 60,000 cubic yards of sand on the beach from dredging at Caxambas Pass. Minor amounts (-10,000 cy) of sand were brought by truck in'98 &'99.. 2OO4: Hurricane Charley impacted the area on August 13,2004 with landfall approximately 50 miles north of Caxambas Pass. . 2005. The center of Hurricane Wilma, moving from NNW to SSE, passed north of the project area, with landfall approximately 10 miles north of Caxambas Pass in October. . 2OO7-January: South Marco lsland Beach Nourishment Project placed approximately 176,000 cubic yards of sand dredged from Caxambas Pass onto the beach. . 2008-August: Tropical Storm Fay passes within approximately 2 miles of the project area. . 2012-June. Tropical Storm Debby passed offshore in the Gulf of Mexico but significantly impacted Collier County and the west coast of Florida. . 2013-April: Caxambas Pass dredging project placed approximately 80,000 cubic yards of sand on the South Marco lsland beach. '2016 South Marco Tropical Storm Debby Beach Restoration Project Post-Construction Report, CB&l Coastal Planning & Engineering, lnc. Z CAC July 12, 2018 VIII-2 New Business 5 of 69 a a a 2013-April to September: Rehabilitation of the three breakwater segments and the terminal groins located on the north side of Caxambas Pass. This was done to restore the structures to the original design template, made necessary due to potential foundation settlement and possibly armor stone consolidation from numerous storms listed above. Approximately 2,700 tons of armor stone were added to the breakwater (1,375 tons) and groins (1,320 tons) to restore the structures to original design criteria. To put this in perspective the original breakwater construction used approximately 10,000 tons of armor stone. 2014 August: The first annual monitoring survey was conducted by Morgan & Eklund. 2015 August: The second annual monitoring survey was conducted by SDl. 2016 January: The City of Naples, approximately 20 miles north of Marco lsland, experienced a meteotsunami3 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. 2016 March. The third annual monitoring survey was conducted by SDl. 2016 November: Approximately 13,200 cubic yards of truck-hauled sand was placed in the project area to address impacts from Tropical Storm Debby. 2017 February: The fourth annual monitoring survey was conducted by SDl. 2017 September: Hurricane lrma impacts Marco lsland as the eye passes over the island on September 10 as a Category 3 major hurricane. 20'17 September: LIDAR surveywas conducted along the southwest coast of Florida including Kice lsland and the Caxambas Pass borrow area. 2017 Qctober: Post-lrma survey of the beach conducted to quantify storm impact by APTIM. a a a a 3 Meteotsunamis have the 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. NOM 2015 3 CAC July 12, 2018 VIII-2 New Business 6 of 69 HUMISTONgMCX)RE CAC July 12, 2018 VIII-2 New Business 7 of 69 DESIGN PLAN Figure 2 is an aerial exhibit showing the 2013 project extents overlaid on a rectified aerial and a recent oblique image of a portion of the project area. Approximately 80,000 cubic yards of sand were dredged from the permitted borrow area and placed in the fill template ranging from 400 feet south of R-146 to Station G-4. The fill template included a permitted eastern crest elevation of +5.0 NAVD, sloping seaward on a 1:100 slope to the top of the foreshore slope at +3.3 NAVD and then descending to existing grade on a 1:10 slope. The Caxambas Pass Borrow Area has a maximum permitted dredge depth of -18.3 NAVD. The November2016 project extents are shown in Figure 3. The total fill volume of material is 13,228 cubic yards (19,842 tons) of beach quality sand. Fill placement density was approximately uniform between R-145 and G-1 , and tapered to R-144 and G-2, respectively. Cross-shore, the fill was placed to build the beach profile and to fitt the low points (swates) in the upper beach.a Figure 2. South Marco lsland - 2013 Design Plan .;; "HH*.1Iy.Llri.if it PASS Source: 2013 Post-Construction Report by CEC lnc. t, ,*rriF' ;iii11,i:; ".{1 \- $t1.t,;',,":t;l!}t* o Colli"r. County, Florida, 2016 South Marco Tropical Storm Debby Beach Restoration Project Post-Construction Engineering Report, Coastal Planning and Engineering Inc., January 2017 5 CAC July 12, 2018 VIII-2 New Business 8 of 69 Monuments G-1 and G-2 were surveyed along 250 Azimuth in 2013,2015 and 2017: and suNeyed along the 270 azimuth in 2014 and 2016. 5679 STRAND COURT NAPIES, FL 3411O FAX: (23s) 594-2025 PHONE: (239) 594-2021 www. h u m iston o n d moore. com HUMISTON AM(X)RE ENGINBER coasrar EN5lil€EnlN6 OES,Gil At{D ?€RMIITITIG CAC July 12, 2018 VIII-2 New Business 9 of 69 MONITORING SURVEY DATA The analysis in this monitoring report is based on data from the surveys listed below and shown graphically in the beach profiles contained in Appendix G. The borrow area and Kice lsland were surveyed by the National Oceanic and Atmospheric Administration (NOAA) in September 2017 as part of their post-lrma LIDAR survey. . Pre-dredging survey conducted in February 2013 by Hyatt Survey Services, lnc. (Hyatt) on behalf of CEC.. Post-dredging beach survey conducted in April 2013 by Hyatt on behalf of CEC. . One-year post-construction monitoring survey conducted in August 2014 by Morgan & Eklund (M&E) on behalf of Atkins.. Two-year post-construction monitoring survey conducted in August H&M.5. Three-year post-construction monitoring survey conducted in March H&M.. Four-year post-construction monitoring survey conducted in February 2017 by SDI on behalf of H&M.. September 2017 LIDAR survey conducted by NOAA including the borrow area and beach profile data at monuments K-1 and K-2 on Kice lsland. This survey is referenced in this report as part of the five-year monitoring survey. . Five-year post-lrma and monitoring survey conducted in October 2017 by APTIM. The monitoring area shown in Figure 3 includes DEP reference monuments R-139 south to G-5 on the northern side of Caxambas Pass, and K-1 & K-2 south of the pass on Kice lsland. Although the October 2017 survey was conducted 4.5 years after the April 2013 post-construction survey it serves as the 5-year post-construction monitoring survey and calculations for shoreline and volumetric change rates will be based on actual time lapse. VOLUME & SHORELINE CHANGE - BEACH Shoreline and volumetric change were determined at each monument for surveys conducted for the February 2013 pre-construction, April 2013 post-construction, August 2014 one-year, March 2016 three-year, February 2017 four-year, and October 2017 five-year post-construction monitoring surveys along the azimuths shown in the Table {. Shoreline change is the distance between the horizontal position of the mean high water elevation on the beach face 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. Table 1 also designates the monitoring section limits usedinthisreport(Northof Fill,2016FillArea,2013and2016Fill Area,2013Fill Area,Southof Fill and Kice lsland) by grouping the DEP reference monuments. Note the most recent survey for monuments G- 1 and G-2 was conducted along a 250" azimuth and the data was projected onto the 270" azimuth for the purposes of comparison with other surveys. The change in shoreline position was measured as horizontal movement of the mean high water elevation of +0.44 feet NAVD (+1.75'NGVD) where the elevation intersects the beach slope, while the offshore limits used for the volumetric analysis, also shown in Table 1, are based on the intersection of the 2016 profile and the -11.8 feet NAVD (-10.5'NGVD) depth of closure contour (DOC)6 as described u Listed to provide timeline continuity and not analyzed in this repod for clarity as no interim fill projects were conducted during this time span. b Depth of closure 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 -11.8 feet NAVD was established early as part of the monitoring of Collier County beaches. There are cases of sand accumulation or loss beyond -11.8 feet NAVD and in those cases the analysis is conducted further offshore to ensure analysis of data within profile closure. 2015 by SDI on behalf of 2016 by SDI on behalf of CAC July 12, 2018 VIII-2 New Business 10 of 69 and used in the previous monitoring report for consistency. The upland limit for volumetric change analysis, shown in Table l was determined by the March 2016 vegetation line at monuments R-139 south to G-1 and on Kice lsland, or the location of the seawall at monuments G-2 through G-5 for each of the surveys. These limits are also shown graphically on the beach profiles in Appendix C. Table 1. Profile lnformation for Beach Volume Change Analysis DEP Reference Monument Upland Offshore 2017 Limit LimitAzimuth Section of suiif"a Distance to Distance to Monitoring Area (Degreesl Monument Monument (Feet) (Feet) R-l39 R-l40 R-l41 R-142 R-143 250 157 1,700 260 222 1,275 260 49 1 ,130 Norih of Fill 260 24 1 ,100 270 178 975 R-l44 R-l45 R-l46 270 209 875 270 221 850 2016 FillArea 270 275 925 R.l47 R-|48 G.1 G-2 27A 130 800 250 166 85A 2N3 and 2016 Fill 270 49 7SO Area 27A 0 525 G-3 G-4 250 o 730 2u3 FittArea250 0 700 G-5 250 25 1,375 South of Fill K-1 K-2 230 7 600 Kice tstand230 198 1 ,600 Note the azlmuth for monuments G-1 and G-2in2014,2016 and 2017 was270"; and in 2013 and 2015 the azimuth was 250'. The volumetric change was computed utilizing the average end area method and the distances between profiles shown in Table 2. The distances represent the perpendicular segment between parallel monument azimuths, or in the case of non-parallel azimuths simply the distance between monuments. CAC July 12, 2018 VIII-2 New Business 11 of 69 Table 2. Beach Volume Change - Distance between Monuments DEP Reference Monument Range Distance Between Monuments (Ft) Section of Monitoring Area R-139 to R-140 R-140 to R-141 R-141 to R-142 R-142 to R-143 R-143 to R-144 859 1 ,190 976 1 ,109 1,041 North of Fill R-144 to R-145 R-145 to R-146 R_146 to R_146+400 1,045 926 400 2016 FillArea R-146+400 to R-147 R-147 to G-1 G-l to G-2 590 855 549 2A13 & 2a16 Fill Area G-2 to G-3 G-3 to G-4 90 186 2013 FillArea G-4 to G-5 227 S. of Proiect Caxambas Pass K-l to K-2 1 ,614 Kice lsland Note monument G-1 (270" azimulh) was used in lieu of R-148 (250" azimuth) for the volumetric computation due to the proximity of the monuments and the shore normal azimuth for monument G-1. Figure 4 is a schematic depiction of the elements involved in the analysis of shoreline and volume change in this report. Two adjacent DEP reference monuments and associated monitoring azimuths are shown along with the mean high water line (MHWL), and approximate depth of closure (DOC). Also shown are comparative beach profiles at the adjacent monuments and the associated area change between the monitoring survey profiles to be compared. Shoreline change is the difference in the "Distance from the Vegetation or Seawall 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. The comparative profiles arc analyzed at the vegetation or seawall line to the approximate depth of closure as shown in the figure and Table 1. ln 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 are shown in feet rounded to the nearest whole number. CAC July 12, 2018 VIII-2 New Business 12 of 69 Figure 4. Schematic Diagram for Typical Shoreline and Volumetric Change Analysis J ,.$..t$i CA'TPARANV€ B€ACH PFOT'IIS ANO ASSOC'AIED AREA CHANGE Wac *-'-* -* -* *qtgu$€ g_qft .q _qgs{rf,f, ,..6i6.-ff,.11' *',rfiqr *)/2'x lFfiEcrrr.f DlsrAr{cE = Yautxr cHAt{og rrilAi*,,#lt$f rS Itir,tfin t'D tCAr.L ffir^flCei vrfY. Table 3 shows the shoreline (or beach width) change for DEP reference monuments R-139 to G-5 on Marco lsland and monuments K-1 and K-2 on Kice lsland south of Caxambas Pass. Column 2 shows the shoreline change from the pre to post-construction survey (post 2013 nourishment), Columns 3 through 6 represent the annual shoreline change for each survey interval in the post construction period except column 4 showing a two-year change, Column 7 is the total shoreline change since the 2013 construction, and Column B is the amount of beach width remaining since the 2013 project. The beach north of the project area from monument R-139 south to R-143 generally shows accretion throughout the monitoring period from the pre-construction survey to the most recent monitoring survey conducted in February 2017 . Although no sand was placed north of monument R-144 for either the 2013 or 2016 projects, there was an average increase in beach width of 26 feet in this most recent monitoring period, an average increase of approximately 72 feet since construction in 2013 and an average of BO feet since the 2013 pre-construction survey. This gain may be in part due to the influx of sand from Sand Dollar lsland located to the north (shown in Figure 1), possibly spreading of beach fill placed to the south adjacent to this reach and storm waves on elevated tides caused by Hurricane lrma pushing sand seaward along the shoreline in September 2017. Additionally, the reduction in losses of sand into the inlet due to the stabilizing effect of the breakwater means there is a greater sand supply for northward transport when prevailing winds are from the southwest. '10 CAC July 12, 2018 VIII-2 New Business 13 of 69 Table 3 shows the 2013 and 2016 project areas in gray; the 2013 project area in darkergray, and the projects overlap in the darkest shade of gray. Although approximately 1 3,200 cubic yards of sand were placed in the 2016 project area (ranging from monument R-144 south to G-2), there was a negligible change in beach width (-2 in 2016 and -1 in 2017) since March 2016 as the 2013 project area (from R-147 to G-4) lost approximately 14 feet (-7,-7) on average for the same time period. The majority of the loss occurred in the project overlap (from R-147 lo G-2) effecting both the 2013 and 2016 project area average widths. This erosion in the project overlap caused the average beach width forthe 2013 project reach to lose an average of almost 80 feet (-77) since the construction of the 2013 project and the 2016 project reach to lose almost 50 feet (-48) on average since the 201 3 post-construction survey. ln spite of the erosion since the 2013 project was constructed, the average widths for the entire project area (2013 and 2016) from R-144 south to G-4 exceed the pre-construction condition or show negligible change with an average gain of 2 and'10 feet for the 2013 and 2016 project areas respectively as shown by the change from February 2013 to October 2017. Table 3. Beach - Shoreline Change Column 1 2345678 Monument Range Feb. 2013 to April 2013 to Aug. 2014 to March 2016 to Feb. 2017 to April 2013 Aug.2014 Man2016 Feb.2017 Oct.2017 (Pre-Post) (Post to 1 Yr) (l-Yr to 3-Yr) (3-Yr to 4-Yr) (4-Yr to 5-Yr) (Feet) (Feet) (Feet) (Feet) (Feet) April. 2013 to Oct. 2017 (Post to S-Yr) (Feet) Feb. 2013 to Oct.2017 (Pre to i-Yr) (Feet) R-l39 R-l40 R-141 R-l42 R-l43 54918757 5 39 13 10 18 203256-15 211519627 20412-643 lJt 79 2B o6 53 136 85 49 88 /3 R-144 R-145 R-146 o cJ p-' -1110124 633103 1412-52-3 36 19 o 35 25 20 ...::::,,R-.r'47 ..,,'h;"8 ',:a:::e-'l''::',' '.,,'::.G,2.,,,:. (0 oa\ 95 :40 , . 19 , -r, -17 6 127 -57 .49 . ,' -3 -28 $ rso -47 -82 -6 -lst 34 -1g -25 -7 32 -88 -137 -1 54 -19 .tt,tZ ..i-9 ',24 .'16 G-3 G-4 860c! 27 -9 -13 -12 -10 -20 6 -4 -2 -44 -20 16 I G-5 2 J -4 _q -2 0 K-1 K-2 -5 1 20 -21 -1 -8 142 -107 71 -45 -1 60 -6 53 Range Average Shoreline Change (Feet) North of Fill R-l39 to R-l43l,14 2B IJ 5 26 72 86 2016 Project (R-144 to G-2) 58 -20 .F -2 -1 -48 10 2013 Project R-147 to G-4) 79 -32 -30 -7 -7 -77 2 Marco lsland (R-139 to G-5) 3B -Z -d 0 7 -3 35 ,{tce tstano (K-1 to K-2)71 -44 zc -2i 30 z5 11 CAC July 12, 2018 VIII-2 New Business 14 of 69 South of the project area at monument G-5, the upland width remained stable with a negligible shoreline change (-2) after five years post construction as the upland portion of the profile is comprised of a rock revetment and concrete seawall with a narrow fringe of beach in front of the structures. The portion of the monitoring area located on Marco lsland shows a relatively small average shoreline gain of 7 feet (7) in the most recent monitoring period, an average loss of 3 feet (-3) since the 2013 post-construction survey and an average gain of 35 feet (35) in comparison to the 2013 pre-construction condition, primarily due to the accretion at the north end. Similar conditions of the beach and structures pre and post lrma. The highly dynamic Kice lsland in the vicinity of monuments (K-1 and K-2) has an average loss of over 20 feet (-23) feet in the most recent monitoring period and a gain of 30 feet (30) since the renourishment on Marco lsland in 2013, skewed by the 142 fool gain at monument K-2 in the immediate post construction period. While Table 3 shows the shoreline change in a numerical format Figures 5 and 6 map the shoreline, providing a graphical presentation of the pre, post, 1-year, 3-year, -year and S-year post construction surveys. These shorelines are overlaid on January 2013 (representing the pre-construction condition) and December 2017 rectified aerial images (representing the most recent post-construction condition). The losses in beach width in the immediate post construction monitoring period, from April 2013 to August 2014, are evident in the project area from monument R-147 south to G-4 as shown in Figure 5; also prominent is the accretion north of the project area shown in Figure 6 from monument R-139 to R-144. Figure 7 illustrates change in the vicinity of Kice lsland utilizing rectified aerial images from January 2012 (pre-construction) and December 2017 (four years post construction) by showing the pre-construction shoreline, estimated based on the 2012 image, overlaid on the 2017 photograph for comparison. Over the four year monitoring period (2013-2017) the beach remained relatively stable as evidenced in the cross sections shown in Appendix G. Figure 7 also depicts the erosion of the shoals north of Kice lsland from 2012 to 2017 utilizing rectified images, Figure I is an oblique image of Caxambas Pass looking northward from offshore of Kice lsland showing the condition of the shoals on March 23, 2018. Additional images of the shoals, pass and monitoring area taken during this flight and on April24,2018 are included in Appendix D. 12 CAC July 12, 2018 VIII-2 New Business 15 of 69 i- MEAN HIGH WATER LINE (0.44 NAVD) "-****'^ FEBRUARY 2013 (PRE CONST.) APR|L 2013 (PoST CoNST.) - AUGUST 2014 (1-YEAR Posr) MARCH 2or6 (3-YEAR Posr) - FEBRUARY 2017 (4-YEAR PoST) - oCTOBER 2017 (s-YEAR PoST) II 5 i 300 SCALE: 1" = 600' PHOTOGRAPH PROPERTY OF COLLIER COUNTY APPRAISER'S OFFICE. CAC July 12, 2018 VIII-2 New Business 16 of 69 HI'ON I"INE' CAC July 12, 2018 VIII-2 New Business 17 of 69 DATE OF FIGURE 7: CAXAMBAS PHOTOGRAPH: JANUARY 201 2 (PRE-CONSI.) & OF PASS DATE KtcE ts|./.No ea-. PHOTOGRAPH: DECEMBER CAC July 12, 2018 VIII-2 New Business 18 of 69 Figure 8. Oblique Aerial lmage of Caxambas Pass on March 23,2018 Table 4 shows the volumetric change for DEP reference monuments R-139 to G-5 on Marco lsland and monuments K-1 and K-2 on Kice lsland south of Caxambas Pass. (No nourishment was conducted on Kice lsland as it is an undeveloped barrier island.) Column 2 shows the volume change from the 2013 pre to post-construction survey, Columns 3 through 6 represent the annual volumetric change in the post construction period except column 4 showing a two-year period, Column 7 is the total cumulative volume change since the construction in 2013, and Column 8 is the volume of sand remaining from the 2013 project. The beach north of the project area from monument R-139 south to R-144 shows accretion throughout the monitoring period from both the 2013 pre and post-construction surveys to the most recent monitoring survey conducted in October 2017. Of the approximate total accumulation of over 200,000 cubic yards (212,420) of sand since the 2013 construction, 30% (63,0401212,420) accumulated in the most recent monitoring period and almost 35o/o (72,3401212,420) in the immediate post construction monitoring period reflecting the trend shown in the shoreline change analysis. Table 4 shows the 2013 and 2016 project areas in gray; the 2013 project area in darker gray, and the project overlap in the darkest shade of gray. Although approximately 13,200 cubic yards of sand were placed in November 2016 from monument R-144 south to G-2, both the 2013 and 2016 project areas show relatively little volumetric change in the most recent monitoring period, -5,560 and +1,670 respectively. The majority of the volumetric loss (-77,100) since the construction of the 2013 project is along the 2013t2016 project overlap shoreline from R146+400 south to G-2, a trend consistentwith the shoreline change analysis. 16 CAC July 12, 2018 VIII-2 New Business 19 of 69 The beach south of the project area (from monument G-4 to G-5) remains relatively stable losing approximately 1,600 cubic yards (-1,660) in the most recent monitoring period. The portion of the monitoring area located on Marco lsland shows a volumetric gain of approximately 170,000 cubic yards (170,340) since the 2013 construction and over 250,000 cubic yards (256,080) since the pre-construction survey. The majority of the gain is at the north end of the monitoring area. The dynamic area bounded by monuments K-1 and K-2, Kice lsland, shows a loss of over 40,000 cubic yards (-40,280) in this most recent monitoring period likely due to the impact from Hurricane lrma. ln spite of these recent losses, the island beach shows a gain of almost 15,000 cubic yards ('14,560) since the 2013 construction. These same trends are reflected in the shoreline change analysis. Although Caxambas Pass is a large dynamic inlet, increases in sand volume in this area may in part be attributed to the permeability designed into the structures at the south end of Marco lsland. Table 4. Beach - Volume Change *The difference between the pay volume and this computation is attributed to the following: varied spacing and azimuths of the R-monument surveys, this computation extended to DOC while the pay surveys extended approximately 't00 feet past the toe of fill, and the profiles within the southern segments of the fill area experienced initial equilibration during the construction period.T 7 Coastal Planning & Engineering, lnc., South Marco lsland Beach Renourishment 2013 Post-Construction and Beach Monitoring Report, August 7,2013 Column 1 2345678 Monument Range Feb.2013to April 2013to Aug.2014to March2016to Feb'2017to April 2013 Aug.2014 Mar.2016 Feb.2017 Oct- 2017 (Pre-Post) (Post to 1 Yr) (l-Yr to 3-Yr) (3-Yr to 4-Yr) (4-Yr to 5-Y4 (CY GV GV (CY (CY April.2013 to Oct.2017 (Postto S-Yr) (cY Feb. 2013 to Oct.2017 (Pre to 5-Y0 (cY R-139 to R-140 R-140 to R-141 R-141 to R-142 R-142 to R-143 R-143 to R-144 1.240 16,410 5,820 9,830 15,700 -320 22,270 6,400 12,760 16,720 -2.530 16,270 8,450 7,700 11,660 -3,470 11,140 10,240 7,040 10,250 10 6,250 4,720 4,060 8,710 47,760 58,150 44,090 38,670 23 750 49,000 57,830 41 ,570 35,220 23,760 R-I/U to R-145 R-145 to R-146 R-146 to R_146+400 t 610 7,800 2,740 3,660 5,250 $ 4eo s,710 1,610 s,540 2,070 c 6,640 1,890 -730 -150 -1,160 19,450 16,940 -1 50 20,050 17,430 6,490 R-146+400 to R-147 R-147, ' to G-i G.ri.,:. to' G-2 o0.d. -fl. E x,a2a -6,230 -5,270 -2,20a -3,550 ' 3g,8oo -26,090 -1o,1\o -4,200 -790 17,800 4A,g4o -6,150 -1,230 -150 -17,250 -41,320 -18,470 * + 5,770 -2;520 -67A G-2 G-3 to G-3 to G-4 oN 1,ffiA 510 -810 70 -430 1,520 1,780 -1,490 960 -640 -660 600 970 2,120 G-4 to G-5 280 910 -4,900 4,440 -1 ,660 1,220 -940 Caxambas Pass K-l to K-2 -4,560 26,160 -4,290 32,960 -40,280 14,560 10,000 Range Total Volume Change (CY) North of Fill (R-139 to R-144) -5,070 72,340 35,630 41,390 63,040 212,420 207.380 2016 Project Area (R-144 to G-2) 87,360 -23,860 -17,980 -640 1,670 -40,800 46,550 2013 Project Area {R-147 to G-4) 82,770 -40,970 -23,900 -6,660 -5,560 -77,100 5,674 Marco lsland (R-139 to G-5) 85,720 51,680 10,450 46,220 61,980 170,340 256,080 Kice lsland (K-1 to K-2)-4,560 26,160 -4,290 32,960 -40,280 14,560 10,000 17 CAC July 12, 2018 VIII-2 New Business 20 of 69 The volumetric changes discussed in this report (and shown in Table 4) are not representative of design quantities for future beach renourishment projects but rather an indication of erosion or accretion within tire monitoring area. Design quantities for fill projects take into account 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 beach fill end losses. BORROW AREA A bathymetric contour map of the borrow area showing the results of the April 2013, post-construction survey, is shown in Figure 9. Darker shades of blue indicate greater water depths. Figure 10 is also a bathymetric contour map showing the results of the September 2017 post-lrma survey. Figure 11 is a contour change map illustrating volumetric gain shown in darker shades of brown, and loss shown in darker shades of blue, for the borrow area for the time from the April 2013 post-construction to the September 2017 post-lrma survey. (Note elevation changes less than one foot are not shown.) Shoaling is evident in the northernmost section of the borrow area and on the northwest side of the southern half of the borrow area. Scouring near the tip of the island may be due to the equilibration of the channel as the borrow area regains sand. The available volume within the permitted limits of the Caxambas Pass borrow area was determined for each survey as shown in Table 5. This volume was determined based on the maximum dredge depth of -18.3 feet NAVD and -13.3 feet NAVD for the area containing the magnetometer anomaly in the mid- section of the borrow area. There was approximately 153,000 cubic yards of sand available yielding an annual gain of approximately 1 1 ,100 cubic yards since 2013. Table 5. Available Volume - Borrow Area Survey Date (MNear) Available Gain in Volume Gain Volume Volume Rate (cY) (cY) (CYNear) 4/2013 8/2014 8/2015 9/2017 104,000 132,200 28,200 21 ,150 140,000 7,800 7,800 153.000 13,000 6,240 Total:153,000 49,000 11,100 18 CAC July 12, 2018 VIII-2 New Business 21 of 69 CAC July 12, 2018 VIII-2 New Business 22 of 69 CAC July 12, 2018 VIII-2 New Business 23 of 69 FIGURE 11. CAXAMBAS PASS INLET ERMITTED DREDGE TEMPLATE - CONTOUR CHANGE MA APRIL 2013 TO SEPTEMBER 2017 POST CONSTRUCTION TO POST.IRMA SURVEY . CONTOURS BASED ON THE MONITORING SURVEY COURTESY OF NOAA DATED SEPTEMBER 201 7 AND POST CONSTRUCTION SURVEY BY HYATT DATED APRIL 201 3 . HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. AERIAL PHOTOGRAPH DATED DECEMBER 2017 COURTESY OF COLLIER COUNTY. HUMIST(gM()t)l{E BNGINEE COASTAT tNG'NttRr|.r6 DE5r6N CAC July 12, 2018 VIII-2 New Business 24 of 69 AERIAL IMAGES The 2018 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, and were submitted to the Department on April 12, 2018. Oblique aerial images acquired on March 23,2018 are included in Appendix D. 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 sea turtle nesting monitoring program headed by Maura Kraus (MauraKraus@colliergov.net) and the shorebird monitoring program headed by Christopher Darco (ChristopherDarco@collierqov. 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, as the program is transitioned from the previously contracted Conservancy of Southwest Florida (Dave Addison), including breeding and non-breeding birds, piping plovers and red knots. Annual shorebird data reports for the County are anticipated to be submitted by mid-year 2018.. 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. . ln 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 3PBO, 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.collieroov.neVvour-oovernment/divisions-f-r/parks-and-recreation/seaturtle- protectionipu bl ications-reports The Collier County Coastal Zone Management provides information to the public on a wide variety of coastal programs and projects: http://www.collieroov.net/your-oovernmenUdivisions-a-e/coastal-zone-manaoement And information on protected species: http://www.collieroov. net/vour-oovernmenVdivisions-a-e/environmental-services/protected-species The 2016 project was constructed in November and Decemberfrom the upland with truck hauled sand. There were no impacts to seagrass, hardbottom reef habitat, historical/archeological/cultural materials, shorebirds or manatees. 22 CAC July 12, 2018 VIII-2 New Business 25 of 69 CONCLUSIONS & RECOMMENDATIONS The monitoring reports and nourishment discussed in this reporl are, in the longer term, maintenance of the comprehensive beach nourishment and erosion control project begun with 575,000 cubic yards of nourishment in 1991 and culminating with the segmented breakwater built in 1996. The relatively small amounts of nourishment at the south end of Marco lsland are minor maintenance in comparison to the magnitude of the original 1991 project, and the stability of the south end of Marco lsland may to a significant degree be the result of the segmented breakwater. The segmented breakwater and terminal groins were designed to reduce losses of beach sand into the inlet, yet the structures were designed to be permeable to allow some sand to bypass to the Caxambas Pass shoals. This was done in response to issues raised by the local chapter of the National Audubon, because their ornithologists have been studying coastal waterbirds using these shoals for decades. The shoals disappeared subsequent to the initial dredging, and although they occasionally show signs of recovery, they have not recovered completely to the level of bird habitat they once provided. There is, however, evidence of shoaling further east and south. lf limited dredging of the channel is needed in the future, at a time when beach nourishment is not needed, material could potentially be used to help restore the shoals south of the channel based on conditions at that time. Sand placed there would then move south of the channel to Kice lsland, not north and back into the channel. The 2013 beach renourishment project placed approximately 80,000 cubic yards of sand dredged from the Caxambas Pass Borrow Area on Marco lsland Beach from 400 feet south of DEP reference monument R-146 to monitoring monument G-4. ln November 2016, approximately 13,200 cubic yards of sand from an upland source were placed from R-144 to G-2 to offset impacts from Tropical Storm Debby. The fifth annual monitoring survey was conducted in October 2017, to satisfy the five-year monitoring, and shoreline and volume change were analyzed for beach profiles R-139 on Marco lsland south to K-2 on Kice lsland. The Borrow Area was surveyed as part of this monitoring event in September 2017. There is approximately 150,000 cubic yards of sand available representing a gain of 49,000 cubic yards since the April 2013 post-construction survey or an annual recovery rate of over 11,000 cubic yards sand. Shoreline change for the four monitoring periods since the (February 2013) pre-construction survey is compared in Figure 12 showing the pre to post, post to one-year post, one to three-year post, three to four-year and four to five-year post construction changes in the monitoring area. The pre to post condition shows the relatively significant increase in the beach width created by the 2013 construction project, the equilibration of the fill in the immediate post construction period, followed by erosion and then relative stabilization in the more recent monitoring periods partially due to the November 2016 placement of sand in the project area. The most recent monitoring period shows localized fluctuations as a result of Hurricane lrma. Most of the sand placed in 2016 has eroded. The beach north of the project area shows relative stability since the construction of the 2013 project while the changes on Kice lsland depict a highly dynamic beach with an erosional trend this past year, also likely attributed to impacts from Hurricane lrma. To improve the performance of the beach fill placed along the south segment, the additional monitoring data following the 2016 project may be helpful in further evaluation of alternatives to reduce the rate of erosion north of the structures. The graph in Figure f 3 plots the volumetric change since the (February 2013) pre-construction survey for each of the post-construction monitoring surveys in order to illustrate the volume remaining since the project was constructed. The monitoring area from monument R-139 south to Rl46+400 generally shows volumetric gain throughout the five years post construction while the reach from R146+400 south to G-5 generally shows erosion with relative stability in the lee of the segmented breakwater. The accretion on the beach north of R-146+400 is likely a consequence of long-term processes including the migration of sand from the ebb shoal for the old Big Marco Pass being transported in the onshore direction to Sand Dollar Island and eventually around the island to the north feeding Hideaway Beach and south feeding South Marco beaches. This progression is depicted in Figure 14, a contour change 23 CAC July 12, 2018 VIII-2 New Business 26 of 69 Figure 12. Shoreline Change - DEP Monument R-l39 through K-2 tt 6orlll-illl-60il = ll-aiL l!It 6u 20.1-,t obo o -?o _40 €0 €0 -100 I I I I t I I I I I I I I I I I,, t:ltt t I I I -l I I"l I I I I I l- ... ......- .-...-.........._.._..______,_....,,,_., ___ __,____._._ __. ___..._rlrlrIr1--"*-'.------- *------------------ --- ---r lllatltl.II| 2ol6fluanE^ ooFNor60otsll!l! d*trrdd.*.L 20l3AflO2015nt[ARtA l rolSETLAREA I N6FNOIO-::oooooi EE Y North C=:::-liionurnont! --------"? South Figure 13. Volumetric Ghange DEP - Monument R-l39 through K-2 70,000 -.l BEACH.VOLUME REMAINING Ii E EAUH - vULUmE xEtuAlNlN(' r SOUTH MARCO AND KICE ISI.AND 80.000 -. (Volume Change Since Pre.Construction)A-r ,10.000 -' -- - .....---l I 9.o,ooo,-- - \E ,^. B zoooo - **' \5 .d- OL>15i, 2016 nu. AiIA o q q I I I I E+ 0( I I I I I I I oo to td 0a 201:t Ar{D 2016 Hu 9X3i l I t I l. o.io , I I mt, r,u *r ool.ioo .10.000 O.-NOIntll? G.U.trdEdd.:.1.56ti9i crte.dtr roc5OFgE @ u North (- Monum.nE'----1 South EPre to Post-Conshuc.tion "wPosl lo l-Year PoS Construction -Year lo lYeer Posl Construclion to 4-Year Post CoNtrucrbo Year to s"Year Posl Conslruclion 24 CAC July 12, 2018 VIII-2 New Business 27 of 69 CAC July 12, 2018 VIII-2 New Business 28 of 69 map, showing accretion in darker shades of brown and erosion in darker shades of blue. Sand migrating from the Big Marco Pass ebb shoal from 2000 to 2017, the timeframe captured in Figure 14, providing a relatively significant portion of the sand feeding the beaches located in the north end of the monitoring afea. Kice lsland shows an erosional trend in the most recent monitoring period losing beach width at monument K-2 (-41;Table 3) and over 40,000 cubic yards (-40,280;Table 4) of sand. The loss in beach width at K-2 is evident in Figure 7 comparin g the 2012 and 2017 rectified aerial images. During permitting of the original 1991 project, one reason construction of the breakwaterwas deferred was because of concerns over emergent shoals in Caxambas Pass, and potential erosion of Kice lsland if the sand supply from Marco lsland to the inlet was cut off. For this reason the segmented breakwater was selected, because it is permeable allowing enough wave energy to reach the beach to maintain transport to the shoals and Kice lsland. The inlet shoals have historically been very active coastal waterbird habitat, but have never recovered to the original condition afterthe initial 1991 dredging. This may potentially be due to the dredging but also the dynamics of a large inlet system. Monitoring shows the breakwater structures do bypass sand. One potential alternative would be to reduce the need for dredging while preserving a level of bypass by reducing the segmented breakwater gaps, or perhaps adding in additional segment. This would also increase stability of the beach and reduce the need for renourishment. The dry beach width, used in other areas of the County to quantify the condition of the beach, is determined by the distance from the 2016 vegetation line (seawall or other significant landward feature) to the mean high water line. The location of the vegetation line and/or seawall was surveyed as part of the 2016 monitoring event on each of the beach profiles and used to determine the dry beach width for the monitoring area. Figure 15 plotsthe dry beachwidth ateach monumentwithin the monitoring area with the project area shaded in gray for the pre, post, and monitoring surveys. Generally the beach width narrows from north to south ranging from over 600 feet wide at monument R-139 to approximately 40 feet at monument G-4. Monument G-5, having no dry beach, is located at the terminal groin adjacent to the north side of Caxambas Pass. The average width of the project area beach ranged from 114 feet pre-construction to 193 feet post-construction and currently has an average width of 1 18 feet. CAC July 12, 2018 VIII-2 New Business 29 of 69 Figure 15. Dry Beach Wadth Dry Beach Width South Marco -l I I I AYerage Dry Beach Width J-- 154'g1' r-------------- I I I I--l I II 2016 Rr.l aiEA 2013 AilO 2016 Flll aREA o@roi9l3 od:tt.dd(:-Monumerts --) South The project area from R-144 to G-4 eroded in the immediate (2013) post construction period as the beach equilibrated, generally continued to erode, and in the most recent monitoring period stabilized in part due to the placement of approximately 13,200 cubic yards of sand in Novembet 2016 from R-144 to G-2. ln this most recent monitoring period the project area shows negligible net change losing an average of 1 feet C1;Table 3) in width and gaining approximately 1,700 cubic yards (+1,670;Table 4) of sand. The20l3projectarearetainedTo/o(5,670/80,000;Table4) ofthesandplacedin20l3atthetime of the most recent monitoring survey conducted in October 2017 and has an average dry beach width of approximately 118feet (Figure'12), down 6feetfrom the previous survey. The monitoring area beaches generally show stability over the five-year monitoring period in spite of the impact from Hurricane lrma in 2017 while the borrow area recovered over 60% (49,000/80,000;Table 5) of the sand dredged in 2013. -200 -. OO-Nonlr dtrd*trd North N Y s o t.-'- I I It-' I t 2013 FrtlAiEA I o{oo 27 CAC July 12, 2018 VIII-2 New Business 30 of 69 REFERENCES Atkins, South Marco lsland Beach Renourishment Project 2014 One-Year Post Construction Monitoring Report, February 2015 Coastal Planning & Engineering, lnc., South Marco lsland Beach Renourishment2013 Post-Construction and Beach Monitoring Report, August 7,2013 CB&l Coastal Planning & Engineering, !nc., 2016 South Marco Tropical Storm Debby Beach Restoration Project Post-Construction Report Florida Department of Environmental Protection, JCP South Marco lsland Beach Renourishment Project, Permit 0235209-003-JC, December 22, 2005 Humiston & Moore Engineers, Evaluation of Erosion Control Structures at the South End of Marco lsland, November 2008 Humiston & Moore Engineers, Marco lsland Central Beach Regrading Numerical Modeling and Analysis, August 2015 Humiston & Moore Engineers, South Marco lsland Beach Nourishment Project Four-Year Post Construction Monitoring Report, May 2017 28 CAC July 12, 2018 VIII-2 New Business 31 of 69 Apperuox A Puvsrcal MoruroRr're Purul Appnoveo Aucust 2,2012 CAC July 12, 2018 VIII-2 New Business 32 of 69 Physical Monitoring Plan Collier County, Florida South Marco Island Beach Renourishment Project Physical Monitoring Plan -REVISED April 13,2012 Project Description The South Marco Island Beach Renourishment Project area extends for a total of slightly less than one mile from FDEP survey monument R-144 to profile line G-4, at the southernmost terminal groin. Additional survey lines are proposed as "control areas" north of the fill area on Marco Island and south of Caxambas Pass on Kice Island. The proposed sand source for the Project is the historically-used borrow area within Caxambas Pass. Introduction Physical monitoring of the South Marco Island Beach Renourishment Project is required pursuant to 62-B-4L005(16) F.A.C in order to allow the Department and the County to regularly observe and assess, with qualitative measurements, the performance of the Project and whether any project-related adverse impacts have occurred. Collection and analyses of the information outlined in this Monitoring Plan will accomplish the following specific objectives: 1) Identify erosion and accretion patterns (shoreline and volumetric changes) along the project and adjacent shorelines; 2) Provide data to facilitate an engineering evaluation of the beach renourishment performance; 3) Identify beach segments that have been eroded in quantities that may require corrective actions and the need for any adjustment, modifications, or mitigation of unexpected adverse effects; 4) Estimate location of the equilibrated toe of fiIl(ETOF); and, 5) Determine if the bonow area is experiencing infilling under post-construction conditions. The primary components of the Physical Monitoring Plan include: 1) Beach profile and hydrographic surveys of the Project Area and adjacent beaches (per referenced FDEP monuments; 2) Hydrographic surveys of the borrow area; and, 3) Analyses and Reporting. These activities will be carried out within the Project Area and along the adjacent shorelines as described in this Plan. Table 1 summarizes the proposed schedule for physical monitoring of the Project. Table 1 - Monito Schedule for the South Marco Island Renourishmen ro Monitoring Requirement Pre-Construc tion Post-Construction Immediat e (60 days) 12-Mont h 24-Mont h 36-Mont h 5 Years Beach and Offshore Profiles x X x x X x Bathymetric Surveys of Borrow Area x x X X rish April 13,2012 CAC July 12, 2018 VIII-2 New Business 33 of 69 Monitoring Reports x X X x x Each of the above monitoring requirements is described in further detail below: Beach and Offshore Prolile Surveys All beach and offshore profile survey work performed shall be consistent with the FDEP Monitoring Standards for Beach Erosion Control Projects (see Sections 01000 - Beach Profile Topographic Surveying and 01100 - Offshore Profile Surveying). Beach and offshore profile surveys will be conducted to establish pre- and post-Project conditions within the Project Area and along the adjacent shorelines. Beach profiles will be conducted within 90 days prior to the commencement of construction (pre-construction), and within 60 days following the completion of the construction of the Project (postconstruction). Thereafter, monitoring surveys shall be conducted annually for a period of three years and then one additional time five years after completion of construction. The monitoringarea includes FDEP monuments within the bounds of the beach fill area (R-144 to R-l48, G-1 to G-4); within one control areato the north (R-139 to R-143) and one control areato the south (G- 5 noting this is the end of the littoral cell on Marco Island and K-l andK-2 on Kice Island). Traditional beach and hydrographic survey methods will be used to collect beach profile data per FDEP monitoring standards. Wading beach profile portions will be conducted using standard techniques from the dune across the beach and seaward to a depth of approximately -4 feet NAVD. The offshore, hydrographic portions of the profiles will be conducted utilizing a survey vessel typically outfitted with a digital fathometer, a Differential Global Positioning System (DGPS), and navigational software. Offshore portions will extend from the nearshore to -14.5 feet NAVD (: -13.0 feet NGVD) or 2,000 feet whichever is greater. Overlap will occur between the seaward terminus of the beach profiles and the landward origination of the hydrographic profiles in order to verify corect equipment operations. Fathometer calibrations via 'bar checks' will be performed periodically during surveys. Tidal corrections for vessel surveys will be performed using a digital recording tide gage or tide staff, which will be referenced to known vertical benchmarks. Tidal data will be recorded for the duration of the vessel surveys and applied during data reduction to achieve elevations referenced to NAVD. Elevations of the beach profiles will be obtained at appropriate intervals and at all noticeable breaks in grade (greater than 1 foot vertically). Soundings from offshore portions of beach profiles will be obtained at appropriate intervals. Survey transects will originate at stations in the upland arca of the beach corresponding to the established FDEP range monuments and extend offshore along the appropiate azimuth (degrees clockwise from magnetic north). Bathymetric Surveys of Offshore Borrow Area Bathymetric surveys of the borrow area cut(s) and surrounding portions of the Pass shall be conducted within 90 days prior to commencement of construction, and within 60 days following completion of construction of the Project, concurrently with the beach and offshore surveys required above. These data will be used to assess the infillingrate of the offshore borrow area. The bathymetric survey of the borrow area is to be consistent with the FDEP Monitoring Standards for Beach Erosion Control Projects (see Section 01200 -Boruow Site, Shoal and Other B a thym e tr i c S urv eyin g). Soundings for the bathymetric survey will be taken at no greater than 25-foot intervals along sounding lines spaced no more than200 feet apart. The survey shall be bounded in the east-west direction by the inlet throat and the offshore 18-foot water depth contour. The survey shall extend a minimum of 400 feet outside the limits of dredging to the north or the Marco Island south end seawall, whichever is further, and a minimum of 400 feet outside the limits of dredging to the south. CAC July 12, 2018 VIII-2 New Business 34 of 69 Monitoring Reports The permittee shall submit an engineering report and the monitoring data to FDEP's BBCS within 90 days following completion of the post-construction survey and each annual or biennial monitoring survey. The report shall include a comparative review of project performance versus performance expectations and identification of any adverse impacts attributable to the project. Monitoring reports will be written following each survey, commencing with the l2month post-construction survey. The report shall summaize and discuss the data and analyses conducted each year for the 12, 24,36-month, and S-year post-construction time period. In general, each monitoring report will include: o Beach and Offshore Profile Surveys: Each monitoring report shall include: o signed and sealed survey, o analysis for pattems, trends, or changes between annual surveys and for cumulative changes over time, an evaluation of the erosion and accretion rates occurring between the initial post-construction survey and the annual monitoring surveys, and an assessment of the volume of fill remaining within the Project area, and an evaluation of the adjustment of the beach fill and volume accumulations outside of the Project area, and an assessment of alongshore and cross-shore fill movement. Bathymetric Sur"veys of the Borrow Area: The Caxambas Pass borrow area surveys (signed and sealed) shall be analyzed and compared to the post-construction conditions to determine the infilling rate, if any, of the borrow area. Appendices: The report appendices shall include: o cross sections ofthe beach and offshore profiles and a graphical representation of volumetric and shoreline position changes throughout the monitoring area, and o reduced data (in digital format) from the survey of the borrow area, along with a contour plot of the borrow area survey results. Monitoring reports and data shall be submitted including a transmittal cover letter clearly labeled with the following at the top of each page: "This monitoring information is submitted in accordance with the approved Monitoring Plan for the Collier County South Marco Island Beach Renourishment Project, Permit No. 0235209-003-JC, for the monitoring period IXXI. CAC July 12, 2018 VIII-2 New Business 35 of 69 Appeuox B Mnuon Sronm lruroRnaenoru CAC July 12, 2018 VIII-2 New Business 36 of 69 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. lHurricane 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. 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 fiust south of the project area) as a category 3 hurricane on October 24. \Nilma caused ten tornadoes while making landfall in the U.S. and caused damage to the surrounding coastline. Figure 1 Storm Tracks 12004to20121 * trcrcrl. 3tflr crr Dt, E*& SA alt 2d - xt tttouE ris t# - HJlrGIrt lrtli^ ,06 - llJlt|cfif crulllr 2lB. o }itl--- Sov r + iort:r. h(nllclrE ln^cls rff lP?foI|slt rro trt(oor ilfosa lrori ,xor *oe2, [rHBiI E FO* [U3rn^fiYf ttiFallft ilLl. CAC July 12, 2018 VIII-2 New Business 37 of 69 aTropical Storm Fay (15-26August 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 lsland 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. sTropical 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 metetsunamil in January 2016. A graph of the observed water levels at the Naples Tide Station on January 17,2016 documenting the metestunami is shown in Figure 2. Figure 2 Observed Water Level in Naples Florida on January 17,2016. r{oAA/HOS/CO-OPS Observed Water Levels at 8725110, Naples FL From 2O16/OUL7 OO:OO GMT to 2016/01/17 23:59 GMT HOAA/ilOS/CenEr for Operatlonal Oceanographlc koducti and SlMccs 6.06.0 {"CI a e 2.0 o,o ; o.o .,E .9 au .L 00;00 tt1.7 04:00 I lL7 08;00 u17 1Z:00 rtLT 16;00 l lt7 ?0;O0 7lt7 - Predictlons * Verifled * Prellminary 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 2 CAC July 12, 2018 VIII-2 New Business 38 of 69 5 Hurricane lrma (August 3O-Septmeber 11 ,2017) Tropical Storm lrma formed in the far eastern Atlantic Ocean, just west of the Cape Verde lslands, on the morning of August 30th. Over the following 30 hours lrma intensified into a major hurricane with highest sustained winds of 115 MPH, a category-3 storm on the Saffir-Simpson Hurricane Wind Scale. As lrma began to approach the northern Leeward lslands on September 4th and Sth, the hurricane rapidly intensified while moving over warmer water and into a more moist atmosphere. The storm became a rare category-S hurricane on September Sth, with maximum sustained winds of 185 MPH. This made lrma 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 lrma continued moving west, passing through the northeast Leeward lslands, Virgin lslands, and just north of the islands of Puerto Rico and Hispaniola, while maintaining its category-S 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. lrma intensified to a category-S level once again that evening, with top winds of 160 MPH, as it approached the northern coast of Cuba. lrma moved west along or just inland from the northern coast of Cuba on September 9th. This interaction with land disrupted lrma'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 lrma weakened slightly to a category-3 hurricane with winds of 125 MPH. Resilient lrma 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 1Oth, while approaching the vulnerable Florida Keys. The major hurricane made landfall near Marco lsland in southwest Florida around 3 pm EDT on September 10th, as a category-3 storm with 1 15 MPH. Naples, Florida reported a peak wind gust of 142 MPH. lrma moved quickly northward, just inland from the west coast of Florida on September lOthand 11th. When lrma 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. ln 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 lrma'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. lrma 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 final figure in this section showing the 2017 storm tracks. CAC July 12, 2018 VIII-2 New Business 39 of 69 References ' Blake E.R., D.P. Brown, R.J. Pasch, "Tropical Cyclone Report Hurricane Charley," National H u rricane Center, Septem ber 20 1 1, http://www. n hc. noaa. o ov/. ' Brown D.P., R.D. Knabb, and J.R. Rhome, "Tropical Cyclone Report Hurricane Katrina," National H u rricane Center, Decem ber 2005, http://www. nhc. noaa. qov/. ' Blake E.R. and H.D Cobb lll et. al, "Tropical Cyclone Report Hurricane Wilma," National Hurricane Center, January 2006, http://www.nhc.noaa.qov/. oBeven, J.L. and S.R Stewart, "Tropical Cyclone Report Tropical Storm Fay," National Hurricane Center, February 2009, http:/iwww.nhc.noaa.gov/. sKimberlain T.B., "Tropical Cyclone Report Tropical Storm Debby," National Hurricane Center, January 2013, http://www. nhc. noaa. oov/. 6National Oceanic and Atmospheric Administration, "Detailed Meteorological Summary on Hurricane lrma, Hurricane lrma Synopsis" National Weather Service, January 2018, https : //uffrnru. weathe r. q ov CAC July 12, 2018 VIII-2 New Business 40 of 69 1'15' 110', 105', 100" 95' 90' 85" 80. 75. 70" 65" 60. 55. 50. 45. 40" 35. 30. 25" 20. N ot ti 0' So U A CAC July 12, 2018 VIII-2 New Business 41 of 69 Appeuox G Beecn PRortes (See Freune 3 oru Pace 4 ron Belcn Pnonu Locanous) CAC July 12, 2018 VIII-2 New Business 42 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 39 SURVEY LEGEND - 2o1 J-o2 pRE-coNsrRucfloN cEc/HyAn 20 t J-04 posr-co^JsrRucfloN cEc,/HyATT - 2014-08 1-yEAR MoNtroRNe ATKINS/M&E - 2016-03 ,-rEAR MoN,ToRtNG H&M/sDt - 2017-02 4-rEAR MoN,ToRtNc H&M,/sDt - 2O17-IO '-YEAR POST_IRMA APTIM o <-5z tsrL j lrJ -r0JlrJ t0 st<0z }-.-5l- . -t0JlJ -r5Jl.l -20 -25 800 1000 1200 D'STANCE SEAWARD OF MONUMENI (rr.) I 100 _941-' NAVLIMHW) 5679 STRAND COURT NAPLES, FL 34110 FAx: (239) 594 2025 PHONE: (239) 594 2021 SOUTH MARCO & KICE 'SLANDBEACH PROFILE CROSS SECT'ONSHUMISTONgMOORE FILE:23065-XSTE:10/7/17 TUM:NAVD CAC July 12, 2018 VIII-2 New Business 43 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 40 SURVEY LEGEND - 201 3-02 PRE-CONSTRUCTION CEC/HYATT 2Ot 3-O4 PoSI-CONSTRUCTION CEC/HYAn - 2011-08 I-YEAR MONtTORtNc ATK'NS/M&E - 2016,-05 5-)'EAR MONTTORINC H&M/SDI - 2017-02 4-YEAR MONITORINC H&M/SDI - 2017-10 '-YEAR POST-IRMA APIIM o <-5z St{ l{ -r0JL, s z EtL j IJJl.J t0 5 0 -to -15 -20 -25 EOO 1000 1200 D'STANCE SEAWARD OF MONUMENT (FT.) ---Fl EiHI3l HI.IMISTON EMOORE SOUTH MARCO & KICE /SLAND BEACH PROFILE CROSS SECflONS 5679 STRAND COURT NAPIES, FL 34110 FAx: (239) 594 2025 PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XS SCALE:1 "=300'DATE:10/7/17 JOB FILE:23065 DATUM:NAVD CAC July 12, 2018 VIII-2 New Business 44 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 41 SURVEY LEGEND - 2015-02 pRE-coNsTRUcfloN cEc,/HyATT .. 201s-ol posr-co^JsrRucfloN cEc,/HyATT - 2014-08 i-YEAR MONTTOR//NC ATKTNS/M&E - 2016-03 ,-YEAR MONTTORING H&M/SDI - 2ot7-02 t-yEAR MoNtroRtNc H&M/sDt - 2O17-IO '-YEAR POST-IRMA APTIM -d$8' * 2A16 VrC. LtN{ {0 rrtr. M*1WL 6 <-5z !ju- j rd -r0JLl -25 -50 t0 o5 <o =.. -5 l(. -r0Jl{ -r5Jl4l -20 -25 {te wri lsovil i!iz iH iLJ i* i3 HUMISTONgMOOR-E SOUTH MARCO & KICE 'SLANDBEACH PROFILE CROSS SECI'ONS 5679 STRAND COURT NAPLES, FL 34110 FAx: (239) 594 202s PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XS SCALE:1 "=300'TE:10/7/17 CAC July 12, 2018 VIII-2 New Business 45 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 42 SURYEY LEGEND - 201 3-02 PRE-CONSTRUCTION CEC/HrAIT 20 1 J-ol posr-coNsrRucTtoN cEc/HyATT - 2014-08 I-YEAR NON'TORIN0 ATKTNS/M&E - 2016-03 s-yEAR MONTTORING H&M/SDI - 2017-02 {-YEAR MON,TOR|i,I/,G H&M/SDI - 2017-IO '-YEAR POST-IRMA APTIM 0.11 NAv4_lMHw) 100 DISTANCE SEAWARD OF MONUMENI (FT.) t0 o5 <oz.. -5l-. _10 jt{ -15JtrJ -20 -25 800 tooo D'SIANCE SEAWARD OF 1 200 MoNUMENI (fi.) k1 fr r.i ]* HUMISTON AMOOR.E SOUTH MARCO & KICE /SLAND BEACH PROFILE CROSS SECflONS 5679 STRAND COURT NAPLES, FL 3411O FAX: (239) 594 2025 PHONE: (239) s94 2021 FOR: COLLIER COUNTY DATE:10/7/17 SCALE:1 "=3OO' JOB FILE:25065 CAC July 12, 2018 VIII-2 New Business 46 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 43 SURVEY LEGEND - 2o1 s-02 pRE-coNsrRUcTtoN cEc/HyATt 20 t 3-04 Posr-colrslRucTtoN cEc/HyATT - 2014-08 I-YEAR NONTTORNA ATKTNS/M&E - 20r6-03 ,-YEAR MONTTOR//NG H&M/SDi - 2017-02 4-YEAR MONITORTNG H&M,/SD| - 2O17-1O 5-YEAR POST_IRMA AP|IM i1:6 '.rgr-. li,v: f, i.tl rl-!l',- r:4t NUqJMHW) 10 5 o -5 -to -t5 -20 -25 {* wri laovEl o z ljtL j ldJl{ I T_J.11' NAVDJMHW) 800 t000 t200 D'SIANCE SEAWARD OF MONUMENT (FT.) HUMISTON &MOORE SOUTH MARCO & KICE ISLAND BEACH PROFILE CROSS SECIIONS 5679 STRAND COURT NAPLES, FL 54110 FAX: (2s9) s94 202s PH1NE: (2s9) s94 2021 FOR: COLLIER COUNTY FILE:23065-XS SCALE:1 "=300'DATE:10/7/17 JOB FILE:23065 DATUM:NAVD CAC July 12, 2018 VIII-2 New Business 47 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 44 SURVEY LEGEND - 2013-02 PRE-CONSTRUCTTON CEC/HrATT 201 3-04 posr-coNsrRucTtoN cEc/HyATT - 2ot4-og t-yEAR MoNtroRNa ATKTNS/M&E - 2016,-03 J-rEAR MoNlroRtNG H&M/sDt - 2017-02 4-YEAR MoNtroQlNc H&M/sDt - 2O17-IO '-YEAR POST-IRMA APTIM 100 DrsrANcE SEAWARD oF M,NUMENT (Fr.) to 5 0 -t0 -15 -20 -25 stt wrl.r. l.sovil o z Fla tdJl{ 9.11'NULJMHW) 800 1000 1200 D,STANCE SEAWARD oF M,NUMENT (FT.) _g.u'NNLJMHW) HUMISTON &MOORE SOUTH MARCO & KICE /SLAND BEACH PROFILE CROSS SECflONS 5679 STRAND COURT NAPLES, FL 34110 FAx: (239) 594 202s PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XSDATE:10/7/17 SCALE: 1 "=3OO' JOB FILE:23065 CAC July 12, 2018 VIII-2 New Business 48 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 45 SURYEY LEGEND - 2013-02 pRE-coNsrRUcTtoN cEc/HyATT 20 1 J-01 posr-coNsrRucfloN cEc,/HyATT - 2011-08 t-yEAR MoNtroRtNG ATKTNS/M&E - 20t6,-03 ,-YEAR MON'IOR'NG H&M/SDI - 2017-02 4-YEAR MoNtroRtNc H&M/sDt - 2OI7-10 '-YEAR POST-IRMA APTIM s z F:L j t{Jl{ 100 DISTANaE SEAWARD oF M0NUMENI (FT.) srrErl.r. leovA st<0z !j -5 rL - -toJu -15JU -20 -25 J.u'NNAJ:MHW) --T-_I - tnl--!1 gl I1 : 9l E00 tooo t200 D'STANCE SEAWARD OF MONUMENT (TT.) HUI\{ISTON AM(rcRE SOUTH MARCO & KICE /SIAND BEACH PROFILE CROSS SECI/ONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594 2025 PHONE: (239) 594 2021 F2R: COLLIER COUNTY FILE:23065-XSDATE:10/7/17 SCALE:1 "=3OO' JOB FILE:23065 CAC July 12, 2018 VIII-2 New Business 49 of 69 tsitr- ovOLsE:5zo =8b9oq S-illll l{oo8= po ST ol>t<lz' :l I nr*rr", ,*n',u* o6o6ohoo TTTT oAvN 't! "A313 l-, rol6r< lrr= IUIo tul6 I I oo-tF tL EzLd = =o t{o ot =Uttl t{oz Ea6ooo{ (o\t Iq UJJ LLot o* IO t!e !xt{o UJqoI(nq UJz sT !1 :l . lrl -EddL<>--<!\66! t 6--(4 -(4\b=))=EutssI ! FEECEIuI XHhhEl E EEEEEH- o(J&eee S +EYTYT = a.o.*tor+u)J,^N+6r4NOOOOOO*llllll:::P:}ooooooNNNNNNIIIII N ERRf,oN.tO*'o)(J-$hoilB:z;i E.SS(4 P.{id,iof,. zNo-to(o<i:ErrZtio- t*zf,o(-) e =uJJoo daot! oo M)I Ld.J o an tAazzo<tr dHtntJ() (/)v3 $3 Otu()Jqf, So:o. _o_J-[-] 8*o lnx Itr)(ooM) N LJJtr a z:f,F a N N IJF- a tr)(oor) N L-tJ tL ao z Qrat1 itiaH 3xES CAC July 12, 2018 VIII-2 New Business 50 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 47 SURVEY LEGEND - 20, J-02 pRE-coNsrRucrtoN cEc/HyATT 20 I J-04 posr-coNsrRucTloN cEc/HyATT - 2ot1-o, t-yEAR MoNtroR,Nc ATKTNS/M&E - 2016-03 ,-YEAR MONtTORtNc H&M/SD| - 2017-02 4-YEAR MoNtroR,Nc H&M/sDt - 2017-1O '-YEAR POSI_IRMA APTIM o <-5z tstr u -rOJl{ o z tstr j t{Jl{ to 5 0 -5 -lo -15 -20 -25 I iV,ll_ l>- IH l3 t0i! -set wri /laovA I 94' NAvg_uHw)l-- 800 t000 D'STANCE SEAWARD OF I 200 MaNUMENr (FT.) 9.11' NNq_lMHw) HUMISTON &MOORE SOUTH MARCO & KICE ISTAND BEACH PROFILE CROSS SECilONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594 2025 PHONE: (239) 594 2021FILE:23065-XS SCALE: 1 "=3OO'DATE:10/7/17 FILE:23065 CAC July 12, 2018 VIII-2 New Business 51 of 69 NEARSHORE DETAIL BEACH PROFILE: R- 1 48 100 D'STANCE SEAWARD OF MONUMENI (FT.) EREAKWATER STRUCTURE SURYEY LEGEND - 2O13-O2 PRE-CONSTRUCTTON CEC/HyArT 201 s-01 posr-coNsrRucTtoN cEc/HyATT - 2O14-O8 i-YEAR MONITORTNG ATKTNS/M&E - 2016-0J s-yEAR MoNtroRtNG H&M/sDt - 2017-02 4-YEAR MONTTORTNG H&M/SDI - 2O17-1O '-YEAR POST-IRMA APTIM _9.4 NNqJMHW) g'<0z |j-5( - -10JlrJ -r5JU -20 -25 $t oeriu. asovil I r.4'NNLJMHV) 800 1000 1200 DtsrANcE SEAWARD oF MaNUMENT (FT.) *l *l HUMISTONgM(X)RE EN6INE€8IXG DESI6II AND PIRMITTIIiIG SOUTH MARCO & KICE /SLAND BEACH PROFILE CROSS SECI/ONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594 2025 PHONE: (239) s94 2021 FOR: COLLIER COUNTY TE:10/7/17 CAC July 12, 2018 VIII-2 New Business 52 of 69 NEARSHORE DETAIL BEACH PROFILE: G- 1 SURVEY LEGEND - 201 3-02 PRE-CONSTRUCflON CEC/HYATT 201 3-01 POSr-CONSTRUCT|ON CEC/HYATT - 2011-08 I-YEAR MONITORIiNC ATKTNS/M&E - 2016-0s J-yEAR MoN,ToRtNc H&M/sDt - 2017-02 t-yEAR MoNtToRtNc H&M/sDt - 2OI7-10 '-YEAR POST_IRMA APTIM 6 z [jL j l{Jl! t0 o5 <0z.. -5lr . -10JrJ -t5JU -20 -25 -*t wreu eaovil _941' NAyD_LMHW) BREAKWATER STRUCrURE PROFILE AZIMUTH 250' 800 1000 1200 D'5TANCE SEAWARD OF MONUMENT (FT,) t100 _941' NNpJuHw) mt7-to $rf,tEr Azfltmt 2w HUMISTON &MOOR.E SOUTH MARCO & KICE /SIAND BEACH PROFILE CROSS SECI/ONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594 2025 PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XS SCALE: I "=300'DATE:10/7/17 JOB FILE:23065 DATUM:NAVD CAC July 12, 2018 VIII-2 New Business 53 of 69 }j|rovOLSE =5zo 8t6-o q s t! UI l{oo8= ao l{0<.50ts6()N5etLEu)5 a=UNE<S'VJ uioqo<oo- .,\ llIEK ohoho6,iiiT VN 'J:l "A313 ST sl{lz' \r rl oA tdt.50EN(JN EIFE(45 eIUNE< Sr\<:J rri o&qao- oO^tF s. l* =lrl 5zo rLo oq ld UI UJo =E Qoooq f Er T F a' g { CIN U1sxilN9rE\-r4 > fr!isiF $Eo sIE s.<l il .t{ -Eddi-<>--<>:\6O iSSSS=8ut$iE : FEEEE+S IEi==*5 E3sss8. O(.)eO.O<e S *ETTf T 5 a-a-*ii\+|o t Nt6]'tNOOOOOO*{{${{*ooooooNC..INNNAIilil1 :J* *; i;J J {]L -J"J x{L* L1 3 \ N I() UJJ 1{oq o- {() UIa ! F- LUa UJqoT U)q UJz Sl,\-3-t.f} -!rvnl0t N ERR50x\+O-- 'o)o:\+trt odBa E*e3 r$:E(o<attoZLio- qozzo<tr dH U1t{o(4u3r3 8s 5Ete a-rF-> d9u) Lio l-zf,oo qg JJoo &ol.L oo M) tt LrtJ () tn U)x I l,O(ooM) Nfi -JtL a z:f,t- a N N o : Ldt- o n(ooi.) N L.JJ tL oo CAC July 12, 2018 VIII-2 New Business 54 of 69 NEARSHORE DETAIL BEACH PROFILE: G-3 SURYEY LEGEND - 2OI 3_02 PRE-CONSIRUCTION CEC,/HYATT 2Ot 3-04 POSr-CONSTRUCTiON CEC/HYAfi - 2014-08 i-YEAR MONTTORTNG ATKTNS/M&E - 2016-03 ,-rEAR MoNtroRtNG H&M/sDt - 2017-02 {-YEAR MONTTOR//NG H&M/SDI - 2017-10 '-YEAR POST_IRMA APTIM2:)'(; ;!-;','/i: I fL lf: ffHY,'r ryt NAvgJMHw) ,.00 DrsrANcE SEAWARD oF M,NUMENT (rr.) 10 o5!<0z ri -5 ll . -10Jl{ -15JU -20 -25 _9.11' NNq_!MHW) 800 1000 1200 o,srANcE SEAWARD OF MONUMENT (Fr.) HUMISTONgMOORE SOUTH MARCO & KICE 'SIANDBEACH PROFILE CROSS SECI'ONS 5679 STRAND COURT NAPIES, FL 34110 FAX: (239) 594 2025 PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XSDATE: 10/7/17 SCALE:1 "=3OO' JOB FILE:23065 DATUM:NAVD CAC July 12, 2018 VIII-2 New Business 55 of 69 NEARSHORE DETAIL BEACH PROFILE: G-4 SURVEY LEGEND - 2013-02 pRE-coNsr?UcfloN cEc/HyATT 20 1 3-O4 POSI-CONSIRUCTTON CECr/HYATT - 2011-08 I-YEAR MONTTORTNG ATKTNS/N&E - 2016-03 ,-YEAR MONTTORNA H&M/SDI - 2017-02 4-YEAR MONtTORtNc H&M/SDI - 2017-10 '-YEAR POST-IRMA APTIM o z FJlr j LJJl{ 100 D,srANcE SEAWARD oF MaNUMENT (FT.) 6 z tl- j l{Jl! 10 5 0 -5 -10 -t5 -20 -25 EOO 1000 1200 D'SIANCE SEAWARD OF MONUMENT (FT.) ]:,4 k &J{{} HUMISTON AMOORB SOUTH MARCO & KICE 'SLANDBEACH PROFILE CROSS SECTIONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) s94 2025 PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23O65-XS SCALE: 1 "=300'TE:10/7/17 DATUM:NAVD CAC July 12, 2018 VIII-2 New Business 56 of 69 NEARSHORE DETAIL BEACH PROFILE: G-5 SURVEY LEGEND - 2Ol 3-O2 PRE-CONSTRUCTiON CEC/HYATT 201 3-04 POSI-CONSTRUCT|ON CEC/HYAfi - 2ott-og t-yEAR MoNtroRtNG ATKINS/M&E - 2016-03 ,-rEAR MoNtroRtNG H&M/sDl - 2017-02 (-YEAR MONTTORTNG H&M/SDI -2017-10 '-YEAR POST-IRMA APTIM I :u a:t t4.-\l' _9.4'NU2JMHW) o <-5z l- jl{ -r0Jt! strErlll aeovil o {I j tu Jl{ 0 -5 -10 -15 -20 -25 _9.11' NAVqJMHW) EOO 1000 1200 D'STANCE SEAWARD OF MONUMENT (FT.) HUMISTON &MOORE SOUTH MARCO & KICE 'SLANDBEACH PROFILE CROSS SECI/ONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594 2025 PHONE: (239) 594 2O2t FOR: COLLIER COUNTY FILE:23065-XS ALE:1 "=300'DATE: t0/7/17 JOB FILE:23065 TUM:NAVD CAC July 12, 2018 VIII-2 New Business 57 of 69 NEARSHORE DETAIL BEACH PROFILE: K-2 SURVEY LEGEND - 201 s-02 pRE-coNsrRUcnoN cEc/HyATT 201 s-04 posr-coNsrRUcfloN cEc/HyATT - 2014-08 t-yEAR MoNtroRtNG ATKTNS/M&E - 2016-03 '-YEAR MON'IOR'NG H&M/SDI - 2017-02 4-rEAR MoNtroRtNc H&M/sDt - 2OI7-09 s-YEAR POST-IRMA NOAA ltfft rc Ttt{ }d;,twl _9:!! NUg_uHw) o <-5z tstL j l{ -rOJl{ -25 -50 100 DrsrANcE SEAWARD OF MONUMENT (Fr.) s z ErL j l.JJtl t0 5 0 -5 -10 -15 -20 -25 ie or,art laovA I 94' NAvg_IMHw) tr1{tfr i i.1t- i1!,r !Yt*-t- 200 800 tooo 1200 D'STANCE SEAWARD OF MONUMENT (FT.) HUMISTON AMOORE SOUTH MARCO & KICE /SIAND BEACH PROFILE CROSS SECflONS 5679 STRAND COURT NAPIES, FL 34110 FAX: (239) 594 2o2s PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XS ALE:1 "=300'DATE:10/7/17 JOB FILE:23055 DATUM:NAVD CAC July 12, 2018 VIII-2 New Business 58 of 69 NEARSHORE DETAIL BEACH PROFILE: K- 1 SURVEY LEGEND - 201 3-02 PRE-CONSTRUCTION CEC/HYATT 2Ot 3-01 POSr-CONSTRUCTION CEC/HrATT - 2ott-08 t-yEAR MoNrroR,NG ATKINS/M&E - 2016-0s s-yEAR MoNtroRtNc H&M/sDt - 2017-02 {-rEAR MONTTORTNG H&M/SD| - 2OI7_09 s_YEAR POST-IRMA NOAA 6 z }jt( j tdJt{ o z t|l j l{Jlrl t0 5 0 -5 -10 -15 -20 -25 !:4' NAVLJMHV) HUMISTON AMOOR.E SOUTH MARCO & KICE /SLAND BEACH PROFILE CROSS SECZONS 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594 2025 PHONE: (239) 594 2021 FOR: COLLIER COUNTY FILE:23065-XSDATE:10/7/17 SCALE:1 "=3OO' J)B FILE:23065 CAC July 12, 2018 VIII-2 New Business 59 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-2 New Business 60 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-2 New Business 61 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-2 New Business 62 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths '!.;:.*is***;*i*,*8,{ CAC July 12, 2018 VIII-2 New Business 63 of 69 Aerial /rii;?i7i,:r, lti:rlLtitr:r! ott Mr,ttr:lt 23 2fi18 tnclLtdin{t Mnttuntr:tttS iirid t}tr:ftlr: Azimutlts e@&fr** e*Srt*s.* .i*&i,**iii€.{r *,..*- CAC July 12, 2018 VIII-2 New Business 64 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-2 New Business 65 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-2 New Business 66 of 69 Aerial lmages Acquired on March 23, 2018 including Monuments and Profile Azimuths iii*iiffi ie.ri&ieMe*ee6*&*. I .fHE5 to-*- *l ,'*ii.,1 ii..;f i:i * u., :. r.ii CAC July 12, 2018 VIII-2 New Business 67 of 69 Aerial lmages Acquired on April 24,2018 including Monuments and Profile Azimuths CAC July 12, 2018 VIII-2 New Business 68 of 69 Appeuox D Oeuoue Aennl lmaces AcourneD oN Mancn 23,2018 CAC July 12, 2018 VIII-2 New Business 69 of 69 Recommendation to approve a Resolution supporting the County’s applications to Florida To approve a Resolution supporting the County’s applications to the Florida Department of 1 . b . d. 2 . b . d. 3 . b . d. GROWTH MANAGEMENT IMPACT ng. CAC July 12, 2018 VIII-3 New Business 1 of 2 To approve a resolution supporting the County’s applications to the FDEP for CAC July 12, 2018 VIII-3 New Business 2 of 2 RESOLUTION NO. 1S - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA SUPPORTING THE COUNTY'S "FLORIDA BEACH MANAGEMENT PROGRAM 2019/2020 FUNDING REQUESTS" TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR LONG RANGE FUNDING REQUESTS FOR FISCAL YEARS 201912020, AGREEING TO SERVE AS THE LOCAL SPONSOR, SUPPORT PROPOSED PROJECT ACTIVITIES AND COMMITTED TO PROVIDING THE REQUIRED LOCAL COST SHARE. WHEREAS, Collier County's Coastal Zone Management, acting on behalf of the Collier County Board of County Commissioners, has prepared Florida Beach Management Program 2018/2019 Funding Requests to the Florida Department of Environmental Protection (FDEP) for long range grant funding for Fiscal Years 2019-2020; and WHEREAS, the funding requests are to fund the following three Collier County projects: 1. Collier County Nourishment a. FY 2019/2020 physical, biological, turtle, and shorebird monitoring, and tilling for the Collier County beach renourishment project; b. FY 2019/2020 coastal resiliency, engineering and permitting; c. FY 2019/2020 Beach nourishment construction and construction phase; d. FY 2019/2020 Partial reimbursement of Hurricane Irma, Beach and Inlet damages. 2. Marco Island Nourishment a. FY 2019/2020 construction phase services for the 2019/2020 South Marco beach nourishment project; b. FY 2019/2020 post -construction and one-year monitoring; c. FY 2019/2020 coastal resiliency, engineering and permitting; d. FY 2019/2020 Partial reimbursement of Hurricane Irma beach damages; e. FY 2016/2017, 2017/2018, 2018/2019 Post -Construction Environmental Monitoring. 3. Wiggins Pass Dredging a. Reimbursement of FY 2017/2018 funds engineering, monitoring and construction of the 2018 dredging of Wiggins Pass; b. Reimbursement of FY 2018/2019 funds for environmental and physical monitoring and tilling; c. FY 2019/2020 environmental and physical monitoring and tilling; d. FY 201912020 interim channel dredging and construction services. [09.00311142170511] i WHEREAS, the timely maintenance and restoration of these high quality and readily accessible public recreational beaches is critical to preserve their value and viability, and to provide a boost to both the environment and the economy of Collier County tourism, including hotels, restaurants and related commercial activities; and WHEREAS, the role of the County government in maintaining and restoring beaches is appropriate and crucial; and WHEREAS, the Board of County Commissioners supports these three funding requests and requests approval from the FDEP for each funding request for Fiscal Years 2019-2020; and and WHEREAS, the Board of County Commissioners agrees to serve as the Local Sponsor; WHEREAS, the Board of County Commissioners is able and committed to providing the required Local Cost Share; and WHEREAS, the Board of County Commissioners agrees to support proposed project activities; and WHEREAS, the Board of County Commissioners supports funding contained in previously approved funding contracts, and WHEREAS, the Board of County Commissioners has enacted the Tourist Development Tax Ordinance No. 92-60, as amended, which commits funding to beach renourishment, beach maintenance and beach park facilities. NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the Board supports the Florida Beach Management Program 2019/2020 Funding Requests prepared for submittal to the Florida [09,003 1/1421705/1 ] 2 Department of Environmental Protection for long range funding for Fiscal Years 2019/2020 and requests approval from the FDEP for each funding request. I. The Board of County Commissioners is willing to serve as the Local Sponsor and support the maintenance and renourishment projects. The Collier County's Coastal Zone Management has the staff dedicated to provide Project Management and Administrative support. 2. The Board of County Commissioners is committed to providing the required Local Cost Share. The required funds have been committed through the Tourist Development Tax Ordinance No. 92-60, as amended. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this day of ATTEST: Crystal Kinzel, INTERIM CLERK 2018. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Deputy Clerk Andy Solis, Chairman Approved as to form and legality: Colleen M. Greene Assistant County Attorney [09.003111421705111 3 EXECUTIVE SUMMARY Recommendation to approve a Work Order with APTIM Environmental & Infrastructu re, Inc. to provide professional engineering services to develop a Coastal Program History and Continuity Plan under Contract 15-6382 for a time and material not to exceed amount of $79,556, authorize a Budget Amendment, Authorize the Chairman to execute the Work Order with APTIM Environmental & Infrastructure, Inc. and make a finding that this item promotes tourism. (Project No. 80165) OBJECTIVE: To obtain professional engineering services to develop a Coastal Program History and Continuity Plan. CONSIDERATIONS: The purpose of this work is to provide a history and continuity plan to support the Collier County Coastal Zone Management Program (CZM) as it relates to ongoing coastal management efforts. This plan will provide the essential information for program familiarization and a basis for implementing future program tasks. APTIM Environmental & Infrastructure, Inc. (APTIM) will provide the professional services to develop this plan as follows: 1.APTIM will prepare and assemble a report compiling history between 1995 and 2018 of beach renourishment, inlet dredging, coastal structures, sand sources and other coastal activities within Collier County between the north county line and Caxambas Pass (not including Gordon Pass to Marco River reach). This report will use the best available information to develop a comprehensive history of the County’s public projects. 2.The report will be a well-organized, readable document with technical details (spreadsheets, etc.) and aerial maps as appendices. The purpose is to develop a coastal program history, transition and future management plan in a comprehensive deliverable for future reference. The plan will include photographs, maps and charts where appropriate to illustrate pertinent facts. 3.This proposal contains the engineering, scientific and support tasks needed to develop the plan. As described herein, APTIM will develop a document to achieve the County’s goal of creating a comprehensive continuity document needed to support the successful continuation of the coastal program. 4.The report will be based largely on information from previous reports and with the inclusion of new calculations, as described below, to support future coastal engineering efforts. This proposal assumes that the information needed is readily available from previous reports in APTIM’s and the County’s files. This report will include the following: •Project History o Beach nourishment characteristics by event: project area, sand source, grain size, construction methods and equipment, volume placed, etc. o Inlets by construction and maintenance event: size (width, depth and location), geology and grain size, disposal areas, navigation markers, and dredging strategies o Major coastal structures: structure type, size, rock size, location and maintenance/repair history o Sand sources: historic, current and potential offshore, upland and inlet locations and quality CAC July 12, 2018 VIII-4 New Business 1 of 3 o Project features: dunes, dune vegetation, drainage, and construction access points o Project figures •Permit History - This section will include a comprehensive history of the FDEP and USACE permits, including associated major modifications and USFWS and NMFS consultations, for each of the County’s public coastal projects. Active permits with present expiration dates will be noted. •Environmental Resources - This section will describe the species and habitats of concern associated with the County’s public coastal projects and will summarize the protection measures, monitoring, and reporting required for each project. This section will include: o Nearshore hardbottom and mitigation o Seagrass o Sea turtles o Nesting shorebirds o Piping plovers and red knots o Gopher tortoises o Eastern indigo snake o Florida panther •Sand Retention Analysis - APTIM will conduct analyses to estimate the residence rates of sand placed within Collier County and Marco Island nourishment projects, both within project beaches and Countywide. These will include: o Figures showing sand placed and quantity remaining since 1995 o Shoreline positions for selected years since 1995 in relation to the current design baseline o Volume remaining in the project area and in the County by reach o Volumetric change rates for pertinent time periods such as: 1996 to 2006, 2006 to present, o and 1996 to present o Tables and figures showing volume change and fill amount o Cumulative volumetric change (accretion and dredging) for inlets o Regional accretion and erosion figure and/or chart •Milestones - This section will describe major planning, regulatory and construction milestones for each ongoing and periodic project. A summary table will be provided outlining annual month-by-month needs, including submittal of funding requests and approval milestones provided by the County. •Project Continuity - This section will provide management, engineering and design approaches and strategies for continuing projects. Pertinent design and construction guidelines for the County’s periodic maintenance and construction projects will be documented, as well as regional strategies for combined projects. This section will also contain a list of pertinent references. •Appendices - The plan will include detailed appendices as appropriate to support the items discussed within the main report. These are likely to include: o Sand placement history by R-monument, sand source, grain size, and construction methods when available. o Supporting information as needed to document the matrix design method used for Collier County’s beaches. CAC July 12, 2018 VIII-4 New Business 2 of 3 o Project aerial maps with pertinent features including: locations of environmental resources, regulatory lines (ECL, CCCL, plan view limits of permitted projects), R-monuments, street and place names, limits of past project and others pertinent features. The maps will include bathymetry and topography from a recent Lidar survey (i.e. 2015) supplemented with earlier survey data where needed. The maps will use available aerial imagery to show the location of coastal development and structures. The location of major drainage outfalls, groins, mitigation reefs, and hardbottom will be included as available, based on historic surveys, maps and aerials. o Example Standard Daily Inspector Checklists for the construction phase of inlet and/or beach projects. •Coordination & Presentation - During preparation of the above detailed report, APTIM engineers will travel to Collier County to meet with CZM staff and review information within the County’s files if needed. Once the draft plan is completed, APTIM engineers will prepare a PowerPoint presentation and meet with County representatives to discuss the Coastal Program History and Continuity Plan. Based upon County feedback after presenting the draft report, APTIM will make edits and finalize the plan. As part of the final deliverable, APTIM will be available to attend a meeting with the County to present and discuss the final Coastal Program History and Continuity Plan. FISCAL IMPACT: Funding for the proposed work order is not presently included in the budget. However, sufficient funding is available in Tourist Development Tax Fund (195) reserves. A budget amendment will be necessary to move funds, in the amount of $79,556.00, from reserves into Project 80165, Collier Beach Analysis. GROWTH MANAGEMENT IMPACT: There are no growth management impacts as a result of this project. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for approval. - CMG RECOMMENDATION: To approve a Work Order with APTIM Environmental & Infrastructure, Inc. to provide professional engineering services to develop a Coastal Program History and Continuity Plan under Contract 15-6382 for a time and material not to exceed amount of $79,556, authorize a Budget Amendment. Authorize the Chairman to execute the Work Order with APTIM Environmental & Infrastructure, Inc. and make a finding that this item promotes tourism. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division CAC July 12, 2018 VIII-4 New Business 3 of 3 1. 2. 3. 4. 5. 6. 7. 8. sharing. FDEP’s financial obligation shall not exceed the sum of $557,189 for this project. FDEP and are detailed within “Table 1: Estimated Eligible Project Cost” of the Agreement. GROWTH MANAGEMENT IMPACT CAC July 12, 2018 VIII-5 New Business 1 of 2 CAC July 12, 2018 VIII-5 New Business 2 of 2 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Standard Grant Agreement This Agreement is entered into between the Parties named below. pursuant to Section 215.971, Florida Statutes: rre � .ui urw rn�u��ii�n i�i�i.�wuw�i�u�ni�u�r�wn^��www 1. Project Title (Project) Agreement Number Wiggins Pass Inlet Management Pian 19C Ol 2, Parties State of Florida Department of Environmental Protection 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 (Department) Grantee Name: Collier County, Coastal Zone Management Entity Type Local Government Grantee Address: 2900 North Horseshoe Drive FEID: Naples, FL 34104 S9-l004SS8 (Grantee) 3, Agreement Begin Date: Date of Expiration: 7/1/2018 12/31/2020 4. Project Number: Project Location(s): (Ydifferent from Agreement Number) Collier County Project Description: This project consists of design and construction. 5. Total Amount of Funding: $557,189.00 Funding Source? Award #s or Line Item Appropriations: Amount per Source(s): 9 State ❑Federal FY 18/19 GAA Line # 1597 $557,189.00 ❑ State ❑Federal ❑ State ❑Federal ❑ State ❑Federal 6. Department's Grant Manager Grantee's Grant Manager Name: Vince George Name: Gary McAlpin or successor or successor Address: Beach Management Funding Assistant Address: Collier County, Coastal Zone Management 3900 Commonwealth Boulevard, MS 3601 2800 North Horseshoe Drive Tallahassee, FL 32399-3000 Naples, FL 34104 Phone: (850)245-2972 Phone: 239-252-2966 Email: vince-george(a)tloridadep.goov Email: ga=calpin6j�colliergov.net 7. The Parties agree to comply with the terms and conditions of the following attachments and exhibits which are hereby incorporated by reference: 10 Attachment 1: Standard Terms and Conditions Applicable to All Grants Agreements ® Attachment 2: Special Terms and Conditions l6 Attachment 3: Grant Work Plan ® Attachment 4: Public Records Requirements ® Attachment 5: Special Audit Requirements ❑ Attachment 6: Program -Specific Requirements ❑ Attachment 7: Grant Award Terms (Federal) ❑ Attachment 8: Federal Regulations and Terms (Federal) ❑ Additional Attachments (if necessary): ❑ Exhibit A: Progress Report Form ❑ Exhibit B: Disclosure of Lobbying Activities (Federal) ❑ Exhibit C: DEP Property Reporting Form 9 Exhibit D: Payment Request Summary Form ❑ Exhibit E: Quality Assurance Requirements ❑ Exhibit F: Advance Payment Terms and Interest Earned Memo ❑ Additional Exhibits (if necessary): DEP Agreement No. 19COI Rev. 8128117 C � 8. The following information applies to Federal Grants only and is identified in accordance with 2 CFR 200.33l(a)(1): Federal Award Identification Numbe s FAIN): Federal Award Date to Department; Total Federal Funds Obligated by this Agreement: Federal Awardin A enc : Award R&D? ❑ Yes ❑NIA IN WITNESS WHEREOF, this Agreement is being executed by the Parties and is effective on the date in the Agreement Begin Date above or the last date signed below, whichever is later. g' Collier County, Coastal Zone Management GRANTEE Grantee Name By — (Authorized Signature) Date Signed Print Name and Title of Person Signing 10. State of Florida Department of Environmental Protection DEPARTMENT By Secretary or Designee Print Name and Title of Person Signing ® Additionaf signatures attached on separate page. proved as to form and legality A-oiislant County Atturncy DWIGHT E. BROCK, Clerk By: Date Signed DEP Agreement No. 14C01 Rea. 8/28117 /r--,, DWRA Additional Signatures DEQ Grant Manager DEP QC Reviewer Local Sponsor may add additional signatures if needed below. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARD TERMS AND CONDITIONS APPLICABLE TO GRANT AGREEMENTS ATTACHMENT 1 1. Entire Agreement. This Grant Agreement, including any Attachments and Exhibits referred to herein and/or attached hereto (Agreement), constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all prior agreements, whether written or oral, with respect to such subject matter. Any terms and conditions included on Grantee's forms or invoices shall be null and void. 2. Grant Administration. a. Order of Precedence. If there are conflicting provisions among the documents that make up the Agreement, the order of precedence for interpretation the Agreement is as follows: i. Standard Grant Agreement ii. Attachments other than Attachment 1, in numerical order as designated in the Standard Grant Agreement iii. Attachment 1, Standard Terms and Conditions iv. The Exhibits in the order designated i n the Standard Grant Agreement b. All approvals, written or verbal, and other written communication among the parties, including all notices, shall be obtained by or sent to the parties' Grant Managers. All written communication shall be by electronic mail, U.S. Mail, a courier delivery service, or delivered in person. Notices shall be considered delivered when reflected by an electronic mail read receipt, a courier service delivery receipt, other mail service delivery receipt, or when receipt is acknowledged by recipient. If the notice is delivered in multiple ways, the notice will be considered delivered at the earliest delivery time. c. If a different Grant Manager is designated by either party after execution of this Agreement, notice of the name and contact information of the new Grant Manager will be submitted in writing to the other party and maintained in the respective parties' records. A change of Grant Manager does not require a formal amendment or change order to the Agreement. d. This Agreement may be amended, through a formal amendment or a change order, only by a written agreement between both parties. A formal amendment to this Agreement is required for changes which cause any of the following: (1) an increase or decrease in the Agreement funding amount; (2) a change in Grantee's match requirements; (3) a change in the expiration date of the Agreement; and/or (4) changes to the cumulative amount of funding transfers between approved budget categories, as defined in Attachment 3, Grant Work Plan, that exceeds or is expected to exceed twenty percent (20%) of the total budget as last approved by Department. A change order to this Agreement may be used when: (1) task timelines within the current authorized Agreement period change; (2) the cumulative transfer offunds between approved budget categories, as defined in Attachment 3, Grant Work Plan, are less than twenty percent (20%) of the total budget as last approved by Department; and/or (3) fund transfers between budget categories for the purposes of meeting match requirements. This Agreement may be amended to provide for additional services if additional funding is made available by the Legislature. e. All days in this Agreement are calendar days unless otherwise specified. 3. Agreement Duration. The term of the Agreement shall begin and end on the dates indicated in the Standard Grant Agreement, unless extended or terminated earlier in accordance with the applicable terns and conditions. The Grantee shall be eligible for reimbursement for work performed on or after the date of execution through the expiration date of this Agreement, unless otherwise specified in Attachment 2, Special Terms and Conditions. However, work performed prior to the execution of this Agreement may be reimbursable or used for match purposes if permitted by the Special Terms and Conditions. 4. Deliverables. The Grantee agrees to render the services or other units of deliverables as set forth in Attachment 3, Grant Work Plan. The services or other units of deliverables shall be delivered in accordance with the schedule and at the pricing outlined in the Grant Work Plan. Deliverables may be comprised of activities that must be completed prior to Department making payment on that deliverable. The Grantee agrees to perform in accordance with the terms and conditions set forth in this Agreement and all attachments and exhibits incorporated by the Standard Grant Agreement. 5. Performance Measures. Attachment 1 1 of I Rev. 4/27118 '0--, ICAO The Grantee warrants that: (1) the services will be performed by qualified personnel; (2) the services will be of the kind and quality described in the Grant Work Plan; (3) the services will be performed in a professional and workmanlike manner in accordance with industry standards and practices; (4) the services shall not and do not infringe upon the intellectual property rights, or any other proprietary rights, of any third party; and (5) its employees, subcontractors, and/or subgrantees shall comply with any security and safety requirements and processes, if provided by Department, for work done at the Project Location(s). The Department reserves the right to investigate or inspect at any time to determine whether the services or qualifications offered by Grantee meet the Agreement requirements. Notwithstanding any provisions herein to the contrary, written acceptance of a particular deliverable does not foreclose Department's remedies in the event deficiencies in the deliverable cannot be readily measured at the time of delivery. 6. Acceptance of Deliverables. a. Aggeptance, Process. All deliverables must be received and accepted in writing by Department's Grant Manager before payment. The Grantee shall work diligently to correct all deficiencies in the deliverable that remain outstanding, within a reasonable time at Grantee's expense. If Department's Grant Manager does not accept the deliverables within 30 days of receipt, they will be deemed rejected. b. Reiection of Deliverables. The Department reserves the right to reject deliverables, as outlined in the Grant Work Plan, as incomplete, inadequate, or unacceptable due, in whole or in part, to Grantee's lack of satisfactory performance under the terms of this Agreement. The Grantee's efforts to correct the rejected deliverables will be at Grantee's sole expense. Failure to fulfill the applicable technical requirements or complete all tasks or activities in accordance with the Grant Work Plan will result in rejection of the deliverable and the associated invoice. Payment for the rejected deliverable will not be issued unless the rejected deliverable is made acceptable to Department in accordance with the Agreement requirements. The Department, at its option, may allow additional time within which Grantee may remedy the objections noted by Department. The Grantee's failure to make adequate or acceptable deliverables after a reasonable opportunity to do so shall constitute an event of default. 7. Financial Consequences for Nonperformance. a. Withholding Pa ment. In addition to the specific consequences explained in the Grant Work Plan and/or Special Terms and Conditions, the State of Florida (State) reserves the right to withhold payment when the Grantee has failed to perform/comply with provisions of this Agreement. None of the financial consequences for nonperformance in this Agreement as more fully described in the Grant Work Plan shall be considered penalties. b. Corrective Action Plan. If Grantee fails to correct all the deficiencies in a rejected deliverable within the specified timeframe, Department may, in its sole discretion, request that a proposed Corrective Action Plan (CAP) be submitted by Grantee to Department. The Department request that Grantee specify the outstanding deficiencies in the CAP. All CAPs must be able to be implemented and performed in no more than sixty (60) calendar days. i. The Grantee shall submit a CAP within ten (i0) days of the date of the written request from Department. The CAP shall be sent to Grant Manager for review and approval. Within ten (10) days of receipt of a CAP, Department shall notify Grantee in writing whether the CAP proposed has been accepted. If the CAP is not accepted, Grantee shall have ten (14) days from receipt of Department letter rejecting the proposal to submit a revised proposed CAP. Failure to obtain Department approval of a CAP as specified above may result in Department's termination of this Agreement for cause as authorized in this Agreement. ii. Upon Department's notice of acceptance of a proposed CAP, Grantee shall have ten (10) days to commence implementation of the accepted plan. Acceptance of the proposed CAP by Department does not relieve Grantee of any of its obligations under the Agreement. In the event the CAP fails to correct or eliminate performance deficiencies by Grantee, Department shall retain the right to require additional or further remedial steps, or to terminate this Agreement for failure to perform. No actions approved by Department or steps taken by Grantee shall preclude Department from subsequently asserting any deficiencies in performance. The Grantee shall continue to implement the CAP until all deficiencies are corrected. Reports on the progress of the CAP will be made to Department as requested by Department's Grant Manager. iii, Failure to respond to a Department request for a CAP or failure to correct a deficiency in the performance of the Agreement as specified by Department may result in termination of the Agreement. S. Payment. Attachment 1 2ofII Rev. 4127/18 C a. Payment Process. Subject to the terms and conditions established by the Agreement, the pricing per deliverable established by the Grant Work Plan, and the billing procedures established by Department, Department agrees to pay Grantee for services rendered in accordance with Section 215.422, Florida Statutes (F.S.). b. Taxes. The Department is exempted from payment of State sales, use taxes and Federal excise taxes. The Grantee, however, shall not be exempted from paying any taxes that it is subject to, including State sales and use taxes, or for payment by Grantee to suppliers for taxes on materials used to fulfill its contractual obligations with Department. The Grantee shall not use Department's exemption number in securing such materials. The Grantee shall be responsible and liable for the payment of all its FICA/Social Security and other taxes resulting from this Agreement. c. Maximum Amount of Agreement. The maximum amount of compensation under this Agreement, without an amendment, is described in the Standard Grant Agreement. Any additional funds necessary for the completion of this Project are the responsibility of Grantee. d. Reimbursement for Costs. The Grantee shall be paid on a cost reimbursement basis for all eligible Project costs upon the completion, submittal, and approval of each deliverable identified in the Grant Work Plan. Reimbursement shall be requested on Exhibit C, Payment Request Summary Form. To be eligible for reimbursement, costs must be in compliance with laws, rules, and regulations applicable to expenditures of State funds, including, but not limited to, the Reference Guide for State Expenditures, which can be accessed at the following web address: www.myfloridaefo.com/aadir/referenceguidcl. e. Invoice Detail. All charges for services rendered or for reimbursement of expenses authorized by Department pursuant to the Grant Work Plan shall be submitted to Department in sufficient detail for a proper pre -audit and post -audit to be performed. The Grantee shall only invoice Department for deliverables that are completed in accordance with the Grant Work Plan. f. Interim Payments, Interim payments may be made by Department, at its discretion, if the completion of deliverables to date have first been accepted in writing by Department's Grant Manager. g. Final Payment R ue . A final payment request should be submitted to Department no later than sixty (60) days following the expiration date of the Agreement to ensure the availability of funds for payment. However, all work performed pursuant to the Grant Work Plan must be performed on or before the expiration date of the Agreement. h. Annual Appropriation Contingency. The State's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Legislature. This Agreement is not a commitment of future appropriations. Authorization for continuation and completion of work and any associated payments may be rescinded, with proper notice, at the discretion of Department if the Legislature reduces or eliminates appropriations. i. Interest Rates. All interest rates charged under the Agreement shall be calculated on the prevailing rate used by the State Board of Administration. To obtain the applicable interest rate, please refer to: ny)L,Mtloridacfo.coin/DivisioiVAA/VeiidorVdefault.htm. j. Refund of Payments to the Department. Any balance of unobligated funds that have been advanced or paid must be refunded Department. Any funds paid in excess of the amount to which Grantee or subgrantee is entitled under the terms of the Agreement must be refunded to Department. 9. Documentation Required for Cost Reimbursement Grant Agreements and Match. If Cost Reimbursement or Match is authorized in Attachment 2, Special Terms and Conditions, the following conditions apply. Supporting documentation must be provided to substantiate cost reimbursement or match requirements for the following budget categories: a. Salamages. Grantee shall list personnel involved, position classification, direct salary rates, and hours spent on the Project in accordance with Attachment 3, Grant Work Plan in their documentation for reimbursement or match requirements. b. Overhead/Indirect/General and Administrative Costs. If Grantee is being reimbursed for or claiming match for multipliers, all multipliers used (i.e., fringe benefits, overhead, indirect, and/or general and administrative rates) shall be supported by audit. If Department determines that multipliers charged by Grantee exceeded the rates supported by audit, Grantee shall be required to reimburse such funds to Department within thirty (30) days of written notification. Interest shall be charged on the excessive rate. c. Contractual Costs (Subcontractors). Match or reimbursement requests for payments to subcontractors must be substantiated by copies of invoices with backup documentation identical to that required from Grantee. Subcontracts which involve payments for direct salaries shall clearly identify the personnel involved, salary rate per hour, and hours spent on the Project. All eligible multipliers used (Le., fringe benefits, overhead, indirect, and/or general and administrative rates) shall be supported by audit. If Department determines that multipliers Attachment 1 3ofII Rev. 4/27118 �C charged by any subcontractor exceeded the rates supported by audit, Grantee shall be required to reimburse such funds to Department within thirty (30) days of written notification. Interest shall be charged on the excessive rate. Nonconsumable and/or nonexpendable personal property or equipment costing $1,000 or more purchased for the Project under a subcontract is subject to the requirements set forth in Chapters 273 and/or 274, F.S., and Chapter 691-72, Florida Administrative Code (F.A.C.) and/or Chapter 691-73, F.A.C., as applicable. The Grantee shall be responsible for maintaining appropriate property records for any subcontracts that include the purchase of equipment as part of the delivery of services. The Grantee shall comply with this requirement and ensure its subcontracts issued under this Agreement, if any, impose this requirement, in writing, on its subcontractors. i. For fixed-price (vendor) subcontracts, the following provisions shall apply: The Grantee may award, on a competitive basis, fixed-price subcontracts to consuitants/contractors in performing the work described in Attachment 3, Grant Work Plan. Invoices submitted to Department for fixed- price subcontracted activities shall be supported with a copy of the subcontractor's invoice and a copy of the tabulation form for the competitive procurement process (e.g., Invitation to Bid, Request for Proposals, or other similar competitive procurement document) resulting in the fixed-price subcontract. The Grantee may request approval from Department to award a fixed-price subcontract resulting from procurement methods other than those identified above. In this instance, Grantee shall request the advance written approval from Department's Grant Manager of the fixed price negotiated by Grantee. The letter of request shall be supported by a detailed budget and Scope of Services to be performed by the subcontractor. Upon receipt of Department Grant Manager's approval of the fixed-price amount, Grantee may proceed in finalizing the fixed-price subcontract. ii. If the procurement is subject to the Consultant's Competitive Negotiation Act under section 287.055, F.S. or the Brooks Act, Grantee must provide documentation clearly evidencing it has complied with the statutory or federal requirements. d. Travel. All requests for match or reimbursement of travel expenses shall be in accordance with Section 112.061, F.S. e. Direct Purchase Equipment. For the purposes of this Agreement, Equipment is defined as capital outlay costing $1,000 or more. Match or reimbursement for Grantee's direct purchase of equipment is subject to specific approval of Department, and does not include any equipment purchased under the delivery of services to be completed by a subcontractor. Include copies of invoices or receipts to document purchases, and a properly completed Exhibit B, Property Reporting Form. f Rental/Lease of EUIpment. Match or reimbursement requests for rental/lease of equipment must include copies of invoices or receipts to document charges. g. Miscellaneous/Other Exnenses, if miscellaneous or other expenses, such as materials, supplies, non -excluded phone expenses, reproduction, or mailing, are reimbursable or available for match or reimbursement under the terms of this Agreement, the documentation supporting these expenses must be itemized and include copies of receipts or invoices. Additionally, independent of Grantee's contract obligations to its subcontractor, Department shall not reimburse any of the following types of charges: cell phone usage; attorney's fees or court costs; civil or administrative penalties; or handling fees, such as set percent overages associated with purchasing supplies or equipment. h. Land Acc uisition. Reimbursement for the costs associated with acquiring interest and/or rights to real property (including access rights through ingress/egress easements, leases, license agreements, or other site access agreements; and/or obtaining record title ownership of real property through purchase) must be supported by the following, as applicable: Copies of Property Appraisals, Environmental Site Assessments, Surveys and Legal Descriptions, Boundary Maps, Acreage Certification, Title Search Reports, Title Insurance, Closing Statements/Documents, Deeds, Leases, Easements, License Agreements, or other legal instrument documenting acquired property interest and/or rights. If land acquisition costs are used to meet match requirements, Grantee agrees that those funds shall not be used as match for any other Agreement supported by State or Federal funds. 10. Status Reports. The Grantee shall submit status reports quarterly, unless otherwise specified in the Attachments, on Exhibit A, Progress Report Form, to Department's Grant Manager describing the work performed during the reporting period, problems encountered, problem resolutions, scheduled updates, and proposed work for the next reporting period. Quarterly status reports are due no later than twenty (20) days following the completion of the quarterly reporting period. For the purposes of this reporting requirement, the quarterly reporting periods end on March 31, June 30, September 30 and December 31. The Department will review the required reports submitted by Grantee within thirty (30) days. 11. Retainage. Attachment I 4ofII Rev. 4/27/18 cclk( .t The following provisions apply if Department withholds retainage under this Agreement: a. The Department reserves the right to establish the amount and application of retainage on the work performed under this Agreement up to the maximum percentage described in Attachment 2, Special Terms and Conditions. Retainage may be withheld from each payment to Grantee pending satisfactory completion of work and approval of all deliverables. b. If Grantee fails to perform the requested work, or fails to perform the work in a satisfactory manner, Grantee shall forfeit its right to payment of the retainage associated with the work. Failure to perform includes, but is not limited to, failure to submit the required deliverables or failure to provide adequate documentation that the work was actually performed. The Department shall provide written notification to Grantee of the failure to perform that shall result in retainage forfeiture. If the Grantee does not to correct the failure to perform within the timeframe stated in Department's notice, the retainage will be forfeited to Department. c. No retainage shall be released or paid for incomplete work while this Agreement is suspended. d. Except as otherwise provided above, Grantee shall be paid the retainage associated with the work, provided Grantee has completed the work and submits an invoice for retainage held in accordance with the invoicing procedures under this Agreement. 12, Insurance. a. Insurance Requirements_ for Sub -Grantees and/or Subcontractors. The Grantee shall require its sub -grantees and/or subcontractors, if any, to maintain insurance coverage of such types and with such terms and limits as described in this Agreement. The Grantee shall require all its sub -grantees and/or subcontractors, if any, to make compliance with the insurance requirements of this Agreement a condition of all contracts that are related to this Agreement. Sub -grantees and/or subcontractors must provide proof of insurance upon request. b. Deductibles. The Department shall be exempt from, and in no way liable for, any sums of money representing a deductible in any insurance policy. The payment of such deductible shall be the sole responsibility of the Grantee providing such insurance. c. Proof of lnsurangej Upon execution of this Agreement, Grantee shall provide Department documentation demonstrating the existence and amount for each type of applicable insurance coverage prior to performance of any work under this Agreement. Upon receipt of written request from Department, Grantee shall furnish Department with proof of applicable insurance coverage by standard form certificates of insurance, a self- insured authorization, or other certification of se) f -insurance. d. Duty to Maintain Coverage. In the event that any applicable coverage is cancelled by the insurer for any reason, or if Grantee cannot get adequate coverage, Grantee shall immediately notify Department of such cancellation and shall obtain adequate replacement coverage conforming to the requirements herein and provide proof of such replacement coverage within ten (10) days after the cancellation of coverage. 13. Termination. a. Termination for Convenience. When it is in the State's best interest, Department may, at its sole discretion, terminate the Agreement in whole or in part by giving 30 days' written notice to Grantee. The Department shall notify Grantee of the termination for convenience with instructions as to the effective date of termination or the specific stage of work at which the Agreement is to be terminated. The Department must submit all invoices for work to be paid under this Agreement within thirty (30) days of the effective date of termination. The Department shall not pay any invoices received after thirty (30) days of the effective date of termination. b. Termination for Cause. The Department may terminate this Agreement if any of the events of default described in the Events of Default provisions below occur or in the event that Grantee fails to fulfill any of its other obligations under this Agreement. If, after termination, it is determined that Grantee was not in default, or that the default was excusable, the rights and obligations of the parties shall be the same as if the termination had been issued for the convenience of Department. The rights and remedies of Department in this clause are in addition to any other rights and remedies provided by law or under this Agreement. c. Grantee Obligations upon Notice of Termination. After receipt of notice of termination or partial termination unless as otherwise directed by Department, Grantee shall not furnish any service or deliverable on the date, and to the extent specified, in the notice. However, Grantee shall continue work on any portion of the Agreement not terminated. If the Agreement is terminated before performance is completed, Grantee shall be paid only for that work satisfactorily performed for which costs can be substantiated. The Grantee shall not be entitled to recover any cancellation charges or lost profits. d. Continuation of Prepaid Services. If Department has paid for any services prior to the expiration, cancellation, or termination of the Agreement, Grantee shall continue to provide Department with those services for which it has already been paid or, at Department's discretion, Grantee shall provide a refund for services that have been paid for but not rendered. Attachment 1 5ofII Rev. 4/27/18 Ic4 e. Transition of Services Son Termination, Expiration, or Cancellation of the Aereement. if services provided under the Agreement are being transitioned to another provider(s), Grantee shall assist in the smooth transition of Agreement services to the subsequent provider(s). This requirement is at a minimum an affirmative obligation to cooperate with the new provider(s), however additional requirements may be outlined in the Grant Work Plan. The Grantee shall not perform any services after Agreement expiration or termination, except as necessary to complete the transition or continued portion of the Agreement, if any. 14. Notice of Default. If Grantee defaults in the performance of any covenant or obligation contained in the Agreement, including, any of the events of default, Department shall provide notice to Grantee and an opportunity to cure that is reasonable under the circumstances. This notice shall state the nature of the failure to perform and provide a time certain for correcting the failure. The notice will also provide that, should the Grantee fail to perform within the time provided, Grantee will be found in default, and Department may terminate the Agreement effective as of the date of receipt of the default notice. 15. Events of Default. Provided such failure is not the fault of Department or outside the reasonable control of Grantee, the following non- exclusive list of events, acts, or omissions, shall constitute events of default: a. The commitment of any material breach of this Agreement by Grantee, including failure to timely deliver a material deliverable, failure to perform the minimal Ievel of services required for a deliverable, discontinuance of the performance of the work, failure to resume work that has been discontinued within a reasonable time after notice to do so, or abandonment of the Agreement; b. The commitment of any material misrepresentation or omission in any materials, or discovery by the Department of such, made by the Grantee in this Agreement or in its application for funding; c. Failure to submit any of the reports required by this Agreement or having submitted any report with incorrect, incomplete, or insufficient information; d. Failure to honor any term of the Agreement; e. Failure to abide by any statutory, regulatory, or licensing requirement, including an entry of an order revoking the certificate of authority granted to the Grantee by a state or other licensing authority; f. Failure to pay any and all entities, individuals, and furnishing labor or materials, or failure to make payment to any other entities as required by this Agreement; g. Employment of an unauthorized alien in the performance of the work, in violation of Section 274 (A) of the Immigration and Nationality Act; h. Failure to maintain the insurance required by this Agreement; i. One or more of the following circumstances, uncorrected for more than thirty (30) days unless, within the specified 30 -day period, Grantee (including its receiver or trustee in bankruptcy) provides to Department adequate assurances, reasonably acceptable to Department, of its continuing ability and willingness to fulfill its obligations under the Agreement: i. Entry of an order for relief under Title 11 of the United States Code; ii, The making by Grantee of a general assignment for the benefit of creditors; M. The appointment of a general receiver or trustee in bankruptcy of Grantee's business or property; and/or iv, An action by Grantee under any state insolvency or similar law for the purpose of its bankruptcy, reorganization, or liquidation. 16. Suspension of Work. The Department may, in its sole discretion, suspend any or all activities under the Agreement, at any time, when it is in the best interest of the State to do so. The Department shall provide Grantee written notice outlining the particulars of suspension. Examples of reasons for suspension include, but are not limited to, budgetary constraints, declaration of emergency, or other such circumstances. After receiving a suspension notice, Grantee shall comply with the notice. Within 90 days, or any longer period agreed to by the parties, Department shall either. (1) issue a notice authorizing resumption of work, at which time activity shall resume; or (2) terminate the Agreement. If the Agreement is terminated after 30 days of suspension, the notice of suspension shall be deemed to satisfy the thirty (30) days' notice required for a notice of termination for convenience. Suspension of work shall not entitle Grantee to any additional compensation. 17. Force Majeure. The Grantee shall nut be responsible for delay resulting from its failure to perform if neither the fault nor the negligence of Grantee or its employees or agents contributed to the delay and the delay is due directly to acts of God, wars, acts of public enemies, strikes, fires, floods, or other similar cause wholly beyond Grantee's control, or for any of the Attachment 1 6of1I Rev. 4/27/18 (CAOQi foregoing that affect subcontractors or suppliers if no alternate source of supply is available to Grantee. In case of any delay Grantee believes is excusable, Grantee shall notify Department in writing of the delay or potential delay and describe the cause of the delay either (1) within ten days after the cause that creates or will create the delay first arose, if Grantee could reasonably foresee that a delay could occur as a result; or (2) if delay is not reasonably foreseeable, within five days after the date Grantee first had reason to believe that a delay could result. THE FOREGOING SHALL CONSTITUTE THE GRANTEE'S SOLE REMEDY OR EXCUSE WITH RESPECT TO DELAY, Providing notice in strict accordance with this paragraph is a condition precedent to such remedy. No claim for damages, other than for an extension of time, shall be asserted against Department. The Grantee shall not be entitled to an increase in the Agreement price or payment of any kind from Department for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference, or hindrance from any cause whatsoever. If performance is suspended or delayed, in whole or in part, due to any of the causes described in this paragraph, after the causes have ceased to exist Grantee shall perform at no increased cost, unless Department determines, in its sole discretion, that the delay will significantly impair the value of the Agreement to Department, in which case Department may: (1) accept allocated performance or deliveries from Grantee, provided that Grantee grants preferential treatment to Department with respect to products subjected to allocation; (2) contract with other sources (without recourse to and by Grantee for the related costs and expenses) to replace ail or part of the products or services that are the subject of the delay, which purchases may be deducted from the Agreement quantity; or (3) terminate Agreement in whole or in part. 18. Indemnification. a. The Grantee shall be fully liable for the actions of its agents, employees, partners, or subcontractors and shall fully indemnify, defend, and hold harmless Department and its officers, agents, and employees, from suits, actions, damages, and costs of every name and description arising from or relating to: i. personal injury and damage to real or personal tangible property alleged to be caused in whole or in part by Grantee, its agents, employees, partners, or subcontractors; provided, however, that Grantee shall not indemnify for that portion of any loss or damages proximately caused by the negligent act or omission of Department; ii. the Grantee's breach of this Agreement or the negligent acts or omissions of Grantee. b. The Grantee's obligations under the preceding paragraph with respect to any legal action are contingent upon Department giving Grantee: (1) written notice of any action or threatened action; (2) the opportunity to take over and settle or defend any such action at Grantee's sole expense; and (3) assistance in defending the action at Grantee's sole expense. The Grantee shall not be liable for any cost, expense, or compromise incurred or made by Department in any legal action without Grantee's prior written consent, which shall not be unreasonably withheld. c. Notwithstanding sections a. and b, above, the following is the sole indemnification provision that applies to Grantees that are governmental entities: Each party hereto agrees that it shall be solely responsible for the negligent or wrongful acts of its employees and agents. However, nothing contained herein shall constitute a waiver by either party of its sovereign immunity or the provisions of Section 768.28, F.S. Further, nothing herein shall be construed as consent by a state agency or subdivision of the State to be sued by third parties in any matter arising out of any contract or this Agreement. d. No provision in this Agreement shall require Department to hold harmless or indemnify Grantee, insure or assume liability for Grantee's negligence, waive Department's sovereign immunity under the laws of Florida, or otherwise impose liability on Department for which it would not otherwise be responsible. Any provision, implication or suggestion to the contrary is null and void. 19. Limitation of Liability. The Department's liability for any claim arising from this Agreement is limited to compensatory damages in an amount no greater than the sum of the unpaid balance of compensation due for goods or services rendered pursuant to and in compliance with the terms of the Agreement. Such liability is further limited to a cap of $100,000. 20. Remedies. Nothing in this Agreement shall be construed to make Grantee liable for force majeure events. Nothing in this Agreement, including financial consequences for nonperformance, shall limit Department's right to pursue its remedies for other types of damages under the Agreement, at law or in equity. The Department may, in addition to other remedies available to it, at law or in equity and upon notice to Grantee, retain such monies from amounts due Grantee as may be necessary to satisfy any claim for damages, penalties, costs and the like asserted by or against it. 21. Waiver. Attachment 1 7ofII Rev. 4127118 4C"t� O The delay or failure by Department to exercise or enforce any of its rights under this Agreement shall not constitute or be deemed a waiver of Department's right thereafter to enforce those rights, nor shall any single or partial exercise of any such right preclude any other or further exercise thereof or the exercise of any other right. 22. Statutory Notices Relating to Unauthorized Employment and Subcontracts. a. The Department shall consider the employment by any Grantee of unauthorized aliens a violation of Section 274A(e) of the Immigration and Nationality Act. If Grantee/subcontractor knowingly employs unauthorized aliens, such violation shall be cause for unilateral cancellation of this Agreement. The Grantee shall be responsible for including this provision in all subcontracts with private organizations issued as a result of this Agreement. b. Pursuant to Sections 287.133 and 287.134, F.S., the following restrictions apply to persons placed on the convicted vendor list or the discriminatory vendor list: 1. Public Entity Crime. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a Grantee, supplier, subcontractor, orconsultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, F.S., for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. ii. Discriminato[y Vendors. An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity. iii. Notification. The Grantee shall notify Department if it or any of its suppliers, subcontractors, or consultants have been placed on the convicted vendor list or the discriminatory vendor list during the life of the Agreement. The Floridft Department of Management Services is responsible for maintaining the discriminatory vendor list and posts the list on its website. Questions regarding the discriminatory vendor list may be directed to the Florida Department of Management Services, Office of Supplier Diversity, at (8 50) 487-0915. 23. Compliance with Federal, State and Local Laws. a. The Grantee and all its agents shall comply with all federal, state and local regulations, including, but not limited to, nondiscrimination, wages, social security, workers' compensation, licenses, and registration requirements. The Grantee shall include this provision in all subcontracts issued as a result of this Agreement. b. No person, on the grounds of race, creed, color, religion, national origin, age, gender, or disability, shall be excluded from participation in; be denied the proceeds or benefits of; or be otherwise subjected to discrimination in performance of this Agreement. c. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. d. Any dispute concerning performance of the Agreement shall be processed as described herein. Jurisdiction for any damages arising under the terms of the Agreement will be in the courts of the State, and venue will be in the Second Judicial Circuit, in and for Leon County. Except as otherwise provided by law, the parties agree to be responsible for their own attorney fees incurred in connection with disputes arising under the terms of this Agreement. 24. Scrutinized Companies. a. Grantee certifies that it and its subcontractors are not on the Scrutinized Companies that Boycott Israel List. Pursuant to Section 287.135, F.S., Department may immediately terminate this Agreement at its sole option if Grantee or its subcontractors are found to have submitted a false certification; or if Grantee, or its subcontractors are placed on the Scrutinized Companies that Boycott Israel List or is engaged in the boycott of Israel during the term of the Agreement. b. If this Agreement is for more than one million dollars, the Grantee certifies that it and its subcontractors are also not on the Scrutinized Companies with Activities in Sudan, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged with business operations in Cuba or Syria as identified in Section 287.135, F.S. Pursuant to Section 287.135, F.S., Department may immediately terminate this Agreement at its sole option if Grantee, its affiliates, or its subcontractors are found to have submitted a false certification; or if Attachment 1 8ofII Rev. 4127/18 �G� l? Grantee, its affiliates, or its subcontractors are placed on the Scrutinized Companies that Boycott the Scrutinized Companies with Activities in Sudan List, or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged with business operations in Cuba or Syria during the term of the Agreement. c. The Grantee agrees to observe the above requirements for applicable subcontracts entered into for the performance of work under this Agreement. d. As provided in Subsection 287.135(8), F.S., if federal law ceases to authorize these contracting prohibitions then they shall become inoperative. 25. Lobbying and Integrity. The Grantee agrees that no funds received by it under this Agreement will be expended for the purpose of lobbying the Legislature or a State agency pursuant to Section 216.347, F.S., except that pursuant to the requirements of Section 287.058(6), F.S., during the term of any executed agreement between Grantee and the State, Grantee may lobby the executive or legislative branch conceming the scope of services, performance, term, or compensation regarding that agreement. The Grantee shall comply with Sections I L062 and 216.347, F.S. 26. Record Keeping. The Grantee shall maintain books, records and documents directly pertinent to performance under this Agreement in accordance with United States generally accepted accounting principles (US GAAP) consistently applied. The Department, the State, or their authorized representatives shall have access to such records for audit purposes during the term of this Agreement and for five (5) years following the completion date or termination of the Agreement. In the event that any work is subcontracted, Grantee shall similarly require each subcontractor to maintain and allow access to such records for audit purposes. Upon request of Department's Inspector General, or other authorized State official, Grantee shall provide any type of information the Inspector General deems relevant to Grantee's integrity or responsibility. Such information may include, but shall not be limited to, Grantee's business or financial records, documents, or files of any type or form that refer to or relate to Agreement. The Grantee shall retain such records for the longer of (I ) three years after the expiration of the Agreement; or (2) the period required by the General Records Schedules maintained by the Florida Department of State (available at; httl2://dos.mvflorida.com/librat -archives/records-mans enient/general-records-schedules 27. Audits. a. Inspector General. The Grantee understands its duty, pursuant to Section 20.055(5), F.S., to cooperate with the inspector general in any investigation, audit, inspection, review, or hearing. The Grantee will comply with this duty and ensure that its sub -grantees and/or subcontractors issued under this Agreement, if any, impose this requirement, in writing, on its sub -grantees and/or subcontractors, respectively. b. Physical Access and Inspection. Department personnel shall be given access to and may observe and inspect work being performed under this Agreement, with reasonable notice and during normal business hours, including by any of the following methods: i. Grantee shall provide access to any location or facility on which Grantee is performing work, or storing or staging equipment, materials or documents; ii, Grantee shall permit inspection of any facility, equipment, practices, or operations required in performance of any work pursuant to this Agreement; and, iii. Grantee shall allow and facilitate sampling and monitoring of any substances, soils, materials or parameters at any location reasonable or necessary to assure compliance with any work or legal requirements pursuant to this Agreement. c. Special Audit Requirements. The Grantee shall comply with the applicable provisions contained in Attachment S, Special Audit Requirements. Each amendment that authorizes a funding increase or decrease shall include an updated copy ofExhibit 1, to Attachment 5. If Department fails to provide an updated copy of Exhibit 1 to include in each amendment that authorizes a funding increase or decrease, Grantee shall request one from the Department's Grants Manager, The Grantee shall consider the type of financial assistance (federal and/or state) identified in Attachment 5, Exhibit I and determine whether the terms of Federal and/or Florida Single Audit Act Requirements may further apply to lower tier transactions that may be a result of this Agreement. For federal financial assistance, Grantee shall utilize the guidance provided under 2 CFR §200.330 for determining whether the relationship represents that of a subrecipient or vendor. For State financial assistance, Grantee shall utilize the form entitled "Checklist for Nonstate Organizations Recipient/Subrecipient vs Vendor Determination" (form number DFS -A2 -NS) that can be found under the "Links/Forms" section appearing at the following website: https:llapps. fldfs.cornlf saa. d. Proof of Transactions. In addition to documentation provided to support cost reimbursement as described herein, Department may periodically request additional proof of a transaction to evaluate the appropriateness of costs to the Agreement pursuant to State and Federal guidelines (including cost allocation guidelines). The Department Attachment 1 9ofII Rev, 4127118 Cr may also request a cost allocation plan in support of its multipliers (overhead, indirect, general administrative costs, and fringe benefits). The Grantee must provide the additional proof within thirty (30) days of such request. e. No Commimline of Funds. The accounting systems for all Grantees must ensure that these funds are not commingled with funds from other agencies. Funds from each agency must be accounted for separately. Grantees are prohibited from commingling funds on either a program -by -program or a project -by -project basis. Funds specifically budgeted and/or received for one project may not be used to support another project. Where a Grantee's, or subrecipient's, accounting system cannot comply with this requirement, Grantee, or subrecipient, shall establish a system to provide adequate fund accountability for each project it has been awarded. L if Department finds that these funds have been commingled, Department shall have the right to demand a refund, either in whole or in part, of the funds provided to Grantee under this Agreement for non-compliance with the material terms of this Agreement. The Grantee, upon such written notification from Department shall refund, and shall forthwith pay to Department, the amount of money demanded by Department. Interest on any refund shall be calculated based on the prevailing rate used by the State Board of Administration. interest shall be calculated from the date(s) the original payment(s) are received from Department by Grantee to the date repayment is made by Grantee to Department. ii. in the event that the Grantee recovers costs, incurred under this Agreement and reimbursed by Department, from another source(s), Grantee shall reimburse Department for all recovered funds originally provided under this Agreement and interest shall be charged for those recovered costs as calculated on from the date(s) the payment(s) are recovered by Grantee to the date repayment is made to Department. iii. Notwithstanding the requirements of this section, the above restrictions on commingling funds do not apply to agreements where payments are made purely on a cost reimbursement basis. 28. Conflict of Interest. The Grantee covenants that it presently has no interest and shall not acquire any interest which would conflict in any manner or degree with the performance of services required. 29. Independent Contractor. The Grantee is an independent contractor and is not an employee or agent of Department. 30. Subcontracting. a. Unless otherwise specified in the Special Terms and Conditions, all services contracted for are to be performed solely by Grantee. b. The Department may, for cause, require the replacement of any Grantee employee, subcontractor, or agent. For cause, includes, but isnot limited to, technical or training qualifications, quality of work, change in security status, or non-compliance with an applicable Department policy or other requirement. c. The Department may, for cause, deny access to Department's secure information or any facility by any Grantee employee, subcontractor, or agent. d. The Department's actions under paragraphs b. or c. shall not relieve Grantee of its obligation to perform all work in compliance with the Agreement. The Grantee shall be responsible for the payment of all monies due under any subcontract. The Department shall not be liable to any subcontractor for any expenses or liabilities incurred under any subcontract and Grantee shall be solely liable to the subcontractor for all expenses and liabilities incurred under any subcontract. e. The Department will not deny Grantee's employees, subcontractors, or agents access to meetings within the Department's facilities, unless the basis of Department's denial is safety or security considerations. f. The Department supports diversity in its procurement program and requests that all subcontracting opportunities afforded by this Agreement embrace diversity enthusiastically. The award of subcontracts should reflect the full diversity of the citizens of the State. A list of minority-owned firms that could be offered subcontracting opportunities may be obtained by contacting the Office of Supplier Diversity at (850) 487-0915. g. The Grantee shall not be liable for any excess costs for a failure to perform, if the failure to perform is caused by the default of a subcontractor at any tier, and if the cause of the default is completely beyond the control of both Grantee and the subcontractor(s), and without the fault or negligence of either, unless the subcontracted products or services were obtainable from other sources in sufficient time for Grantee to meet the required delivery schedule. 31. Guarantee of Parent Company. If Grantee is a subsidiary of another corporation or other business entity, Grantee asserts that its parent company will guarantee all of the obligations of Grantee for purposes of fulfilling the obligations of Agreement. In the event Grantee Attachment l 10 of 11 Rev. 4/27/18 k��+J) is sold during the period the Agreement is in effect, Grantee agrees that it will be a requirement of sale that the new parent company guarantee all of the obligations of Grantee. 32. Survival. The respective obligations of the parties, which by their nature would continue beyond the termination or expiration of this Agreement, including without limitation, the obligations regarding confidentiality, proprietary interests, and public records, shall survive termination, cancellation, or expiration of this Agreement. 33. Third Parties. The Department shall not be deemed to assume any liability for the acts, failures to act or negligence of Grantee, its agents, servants, and employees, nor shall Grantee disclaim its own neg] igence to Department or any third party. This Agreement does not and is not intended to confer any rights or remedies upon any person other than the parties. If Department consents to a subcontract, Grantee will specifically disclose that this Agreement does not create any third - party rights. Further, no third parties shall rely upon any of the rights and obligations created under this Agreement. 34. Severability. If a court of competent jurisdiction deems any term or condition herein void or unenforceable, the other provisions are severable to that void provision, and shall remain in full force and effect. 35. Grantee's Employees, Subcontractors and Agents. All Grantee employees, subcontractors, or agents performing work under the Agreement shall be properly trained technicians who meet or exceed any specified training qualifications. Upon request, Grantee shall furnish a copy of technical certification or other proof of qualification. All employees, subcontractors, or agents performing work under Agreement must comply with all security and administrative requirements of Department and shall comply with all controlling laws and regulations relevant to the services they are providing under the Agreement. 36. Assignment. The Grantee shall not sell, assign, or transfer any of its rights, duties, or obligations under the Agreement, or under any purchase order issued pursuant to the Agreement, without the prior written consent of Department. In the event of any assignment, Grantee remains secondarily liable forperformance of the Agreement, unless Department expressly waives such secondary liability. The Department may assign the Agreement with prior written notice to Grantee of its intent to do so. 37. Execution in Counterparts and Authority to Sign. This Agreement, any amendments, and/or change orders related to the Agreement, may be executed in counterparts, each of which shall be an original and all of which shall constitute the same instrument. In accordance with the Electronic Signature Act of 1996, electronic signatures, including facsimile transmissions, may be used and shall have the same force and effect as a written signature. Each person signing this Agreement warrants that he or she is duly authorized to do so and to bind the respective party to the Agreement. Attachment I ll ofll Rev. 4127118 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Special Terms and Conditions AGREEMENT NO. 14COI ATTACHMENT 2 These Special Terms and Conditions shall be read together with general terms outlined in the Standard Terms and Conditions, Attachment 1. Where in conflict, these more specific terms shall apply. 1. Scope of Work. The Project funded under this Agreement is Wiggins Pass Inlet Management Plan. The Project is defined in more detail in Attachment 3, Grant Work Plan. 2. Duration. a. Reimbursement Period. The reimbursement period for this Agreement begins on July 1, 2017 and ends at the expiration of the Agreement. b. Extensions. There are extensions available for this Project. c. Service Periods. Additional service periods are not authorized under this Agreement. 3. Payment Provisions. a. Compensation. This is a cost reimbursement Agreement. The Grantee shall be compensated under this Agreement as described in Attachment 3. b. Invoicing. Invoicing will occur as indicated in Attachment 3. c. Advance Pay. Advance Pay is not authorized under this Agreement. 4. Cost Eligible for Reimbursement or Matching Requirements. Reimbursement for costs or availability for costs to meet matching requirements shall be limited to the following budget categories, as defined in the Reference Guide for State Expenditures, as indicated: Reimbursement Match Cat2gory ❑ ❑ Salwies/Wages Overhead/Indirect/General and Administrative Costs: ❑ ❑ a. Fringe Benefits, N/A. ❑ ❑ b. Indirect Costs, N/A. ® ❑ Contractual (Subcontractors) ❑ ❑ Travel ❑ ❑ Equipment ❑ ❑ Rental/Lease of Equipment ❑ ❑ Miscellaneous/Other Expenses ❑ ❑ band Acquisition 5. Travel. Additional compensation for travel is not authorized under this Agreement. b. Equipment Purchase. No Equipment purchases shall be funded under this Agreement. 7. Land Acquisition. There will be no Land Acquisitions funded under this Agreement. 8. Match Requirements See Attachment 3, Grant Work Plan. Attachment 2 1 of Rev. 5/312018 9. Insurance Requirements Reauirgd Coverage. At all times during the Agreement the Grantee, at its sole expense, shall maintain insurance coverage of such types and with such terms and limits described below. The limits of coverage under each policy maintained by the Grantee shall not be interpreted as limiting the Grantee's liability and obligations under the Agreement. All insurance policies shall be through insurers licensed and authorized to issue policies in Florida, or alternatively, Grantee may provide coverage through a self-insurance program established and operating under the laws of Florida. Additional insurance requirements for this Agreement may be required elsewhere in this Agreement, however the minimum insurance requirements applicable to this Agreement are: a. Commercial General Liability Insurance. The Grantee shall provide adequate commercial general liability insurance coverage and hold such liability insurance at all times during the Agreement. The Department, its employees, and officers shall be named as an additional insured on any general liability policies. The minimum limits shall be $250,000 for each occurrence and $500,000 policy aggregate. b. Commercial Automobile Insurance. If the Grantee's duties include the use of a commercial vehicle, the Grantee shall maintain automobile liability, bodily injury, and property damage coverage. Insuring clauses for both bodily injury and property damage shall provide coverage on an occurrence basis. The Department, its employees, and officers shall be named as an additional insured on any automobile insurance policy. The minimum limits shall be as follows: $200,0001300,000 Automobile Liability for Company -Owned Vehicles, if applicable $200,0001300,000 Hired and Non -owned Automobile Liability Coverage c. Workers' Compensation and Employer's Liability Coverage. The Grantee shall provide workers' compensation, in accordance with Chapter 440, F.S., and employer's liability insurance with minimum limits of $100,000 per accident, $100,000 per person, and $500,000 policy aggregate. Such policies shall cover all employees engaged in any work under the Agreement. d. Other Insurance. None. 10. Quality Assurance Requirements. There are no special Quality Assurance requirements under this Agreement. 11. Retainage. Retainage is permitted under this agreement. Retainage maybe up to a maximum of 10% of the total amount of the Agreement. 12, Subcontracting. The Grantee may subcontract work under this Agreement without the prior written consent of the Grant Manager except for certain fixed-price subcontracts pursuant to this Agreement, which require prior approval. The Grantee shall submit a copy of the executed subcontract to the Department prior to submitting any invoices for subcontracted work. Regardless of any subcontract, the Grantee is ultimately responsible for all work to be performed under this Agreement. 13. State-owned Land. Special Terms for Projects on State -Owned Land. The Board of Trustees of the Internal improvement Trust Fund must be listed as additional insured to general liability insurance required by the Agreement and, if the Grantee is a non-governmental entity, indemnified by the Grantee. 14. Office of Policy and Budget Reporting. There are no special Office of Policy and Budget reporting requirements for this Agreement. 15. Additional Terms. Attachment 2 2 of 2 Rev. 513!2018 (A7- ATTACHMENT 3 GRANT WORK PLAN PROJECT TITLE: Wiggins Pass Inlet Management Plan PROJECT LOCATION: The Project is located between Department of Environmental Protection (Department or DEP) reference monuments R16— R17 along the Gulf of Mexico in Collier County, Florida. PROJECT BACKGROUND: The initial phase of the latest Inlet Management Study was implemented in 2013 by dredging approximately 107,000 cubic yards for maintenance dredging and initial realignment of the channel. In 2015, an interim maintenance dredging project excavated 13,000 cubic yards to clear the shoal across the main inlet entrance channel. Per the IMS, Wiggins Pass is currently dredged at regular intervals of approximately four years with optional interim dredging events every two years. FDEP has approved the inlet management plan, which will be implemented starting with the 2018 maintenance dredging event. Dredging of Wiggins Pass will be concurrent with the dredging of Doctors Pass as a means for cost sharing of common costs. PROJECT DESCRIPTION: The Project consists of design and construction. PROJECT ELIGIBILITY: The Department has determined that 100 percent of the non-federal Project cost is eligible for state cost sharing, Therefore, the Department's financial obligation shall not exceed the sum of $557,189 for this Project or up to 75 percent of the non-federal Project cost, if applicable, for the specific eligible Project items listed, whichever is less. Any indicated federal cost sharing percentage is an estimate and shall not affect the cost sharing percentages of the non-federal share. The parties agree that eligibility for cost sharing purposes will be maintained pursuant to 6213-36, Florida Administrative Code (F.A.C.). The Local Sponsor will be responsible for auditing all travel reimbursement expenses based on the travel limits established in Section 112.061, Florida Statutes (F.S.). Pursuant to Sections 161.091 - 161.161, F.S., the Department provides financial assistance to eligible governmental entities for beach erosion control and inlet management activities under the Florida Beach Management Funding Assistance Program. Pursuant to 62B -36.005(2)(d), F.A.C., the Local Sponsor has resolved to support and serve as local sponsor, has demonstrated a financial commitment, and has demonstrated the ability to perform the tasks associated with the beach erosion control project as described herein. The Project shall be conducted in accordance with the terms and conditions set forth under this Agreement, all applicable Department permits and the eligible Project task items established below. All data collection and processing, and the resulting product deliverables, shall comply with the standards and technical specifications contained in the Department's Monitoring Standards for Beach Erosion Control Projects (2014) and all associated state and federal permits, unless otherwise specified in the approved scope of work for an eligible Project item. The monitoring standards may be found at: htt s://tloridade ov/sites/defaulti'files/Ph sicalMoiiitorin &Standards. df One (1) electronic copy of all written reports developed under this Agreement shall be forwarded to the Department, unless otherwise specified. DEP Agreement No. 19001, Attachment 3, Page 1 of 3Cwt Acronyms: DEP —Florida Department of Environmental Protection F.S. — Florida Statutes F.A.C. — Florida Administrative Code IMP — Inlet Management Plan IMS - Inlet Management Study TASKS and DELIVERABLES: For all tasks identified below, the Local Sponsor will provide detailed scopes of work or a letter requesting advance payment, which shall include a narrative description of work to be completed, a corresponding cost estimate and a proposed schedule of completion for the proposed work and associated deliverables. Each scope of work shall be approved in writing by the DEP Project Manager to be included into this work plan for reimbursement, Task 1: Design Task Description: The Local Sponsor will acquire professional services for the engineering and design of the Project such as coastal engineering analyses, preparation of plans and specifications, physical and environmental surveys, cultural resource surveys, design -level geotechnical services, sediment studies, inlet studies, environmental analyses, orthophotography, plan formulations and for obtaining environmental permits and other Project -related authorizations. The Local Sponsor will submit work products to the appropriate State or Federal regulatory agencies as requested by the DEP Project Manager in order to be eligible for reimbursement under this task. Deliverable: Certification of Completion including documentation of submittal affirming that the final design document was completed and submitted to the Department. For interim payment requests, a Task Summary Report signed by the Local Sponsor must be submitted detailing work progress during the payment request period. The Task Summary Report must include the dates and descriptions of all activities, surveys and reports completed or in progress during the time period of the interim payment request. Performance Standard: The DEP Project Manager will review the task deliverable and any associated work products as necessary to verify they meet the specifications in the Grant Work Plan and this task description. Payment Request Schedule: Payment requests may be submitted after the deliverable is received and accepted and may be submitted no more frequently than quarterly. Task 2: Construction Task Description: This task includes work performed and costs incurred associated with the placement of fill material and/or the construction of erosion control structures within the Project area. Project costs associated with eligible beach and inlet construction activities include work approved through construction bids and/or construction -phase engineering and monitoring services contracts. Eligible costs may include mobilization, demobilization, construction observation or inspection services, physical and environmental surveys, beach fill, tilling and scarp removal, erosion control structures, mitigation reefs, dune stabilization measures and native beach -dune vegetation. Construction shall be conducted in accordance with any and all State or Federal permits. The Local Sponsor will submit work products to the appropriate State or Federal regulatory agencies as requested by the DEP Project Manager in order to be eligible for reimbursement under this task. DEP Agreement No. 19CO 1, Attachment 3, Page 2 of 3 Deliverable: Certification of Completion by a Florida -registered Professional Engineer with documentation of submittal to the Department affirming the construction task was completed in accordance with construction contract documents. For interim payment requests, a Task Summary Report must be submitted detailing activities completed during the payment request period. The Task Summary Report must include the dates and descriptions of all activities, surveys and reports completed or in progress during the time period of the interim payment request. Performance Standard: The DEP Project Manager will review the task deliverable and any associated work products as necessary to verify they meet the specifications in the Grant Work Plan and this task description. Payment Request Schedule: Payment requests may be submitted after the deliverable is received and accepted and may be submitted no more frequently than quarterly. Estimated Eligible Project Cost PROJECT TIMELINE & BUDGET DETAIL: The tasks must be completed by, and all deliverables received by, the corresponding task end date. Task No. Task Title State Federal -Task Start Date:...; :: Delfiverble Dttc Date:: ; 1 Task 8 Eligible Project Tasks Cost Estimated DEP Local Total Contractual Services $515,189.00 Share Project Costs Total: $557,189.00 1 Design 75.00% $42,000.00 $14,000.00 $56,000.00 2 Construction 75.00% $515,189.00 $171,729.66 $686,918.66 .5557,189.00 $185,729.66 $742,918.66 TOTAL PROJECT COSTS PROJECT TIMELINE & BUDGET DETAIL: The tasks must be completed by, and all deliverables received by, the corresponding task end date. Task No. Task Title Budget Category Budget Aouttt -Task Start Date:...; :: Delfiverble Dttc Date:: ; 1 Design Contractual Services $42,000.00 7/1/2017 6/30/2020 2 Construction Contractual Services $515,189.00 7/1/2017 6/30/2020 Total: $557,189.00 DEP Agreement No. 19CO1, Attachment 3, Page 3 of 3 4. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Public Records Requirements Attachment 4 1. Public Records. a. If the Agreement exceeds $35,000.00, and if Grantee is acting on behalf of Department in its performance of services under the Agreement, Grantee must allow public access to all documents, papers, letters, or other material, regardless of the physical form, characteristics, or means of transmission, made or received by Grantee in conjunction with the Agreement (Public Records), unless the Public Records are exempt from section 24(a) of Article I of the Florida Constitution or section 119.07(1), F.S. b. The Department may unilaterally terminate the Agreement if Grantee refuses to allow public access to Public Records as required by law. 2. Additional public Records Duties of Section 119.0701, F.S., If Applicable. For the purposes of this paragraph, the term "contract" means the "Agreement." If Grantee is a "contractor" as defined in section 119.0701(])(a), F.S., the following provisions apply and the contractor shall: a. Keep and maintain Public Records required by Department to perform the service. b. Upon request, provide Department with a copy of requested Public Records or allow the Public Records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, F.S., or as otherwise provided by law. c. A contractor who fails to provide the Public Records to Department within a reasonable time may be subject to penalties under section 119.10, F.S. d. Ensure that Public Records that are exempt or confidential and exempt from Public Records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the Public Records to Department. e. Upon completion of the contract, transfer, at no cost, to Department all Public Records in possession of the contractor or keep and maintain Public Records required by Department to perform the service. If the contractor transfers all Public Records to Department upon completion of the contract, the contractor shall destroy any duplicate Public Records that are exempt or confidential and exempt from Public Records disclosure requirements. If the contractor keeps and maintains Public Records upon completion of the contract, the contractor shall meet all applicable requirements for retaining Public Records, All Public Records stored electronically must be provided to Department, upon request from Department's custodian of Public Records, in a format specified by Department as compatible with the information technology systems of Department. These formatting requirements are satisfied by using the data formats as authorized in the contract or Microsoft Word, Outlook, Adobe, or Excel, and any software formats the contractor is authorized to access. f. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, F.S., TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THE CONTRACT, CONTACT THE DEPARTMENT'S CUSTODIAN OF PUBLIC RECORDS AT: Telephone: (850) 245-2118 Email: public.services(a floridadep.gov Mailing Address: Department of Environmental Protection ATTN: Office of Ombudsman and Public Services Public Records Request 3900 Commonwealth Boulevard, MS 49 Tallahassee, Florida 32399 DEP Agreement No. 19C01, Attachment 4, Page I of 1 Rev. 4127/2018 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Special Audit Requirements Attachment 5 The administration of resources awarded by the Department of Environmental Protection (which may be referred to as the "Department", "DEP", "FDEP"or "Grantor", or other name in the agreement) to the recipient (which may be referred to as the "Recipient", "Grantee" or other name in the agreement) may be subject to audits and/or monitoring by the Department of Environmental Protection, as described in this attachment. MONITORING In addition to reviews of audits conducted in accordance with OMB Circular A-133, as revised, 2 CFR Part 200, Subpart F, and Section 215.97, F.S., as revised (see "AUDITS" below), monitoring procedures may include, but not be limited to, on-site visits by Department staff, limited scope audits as defined by OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F, and/or other procedures. By entering into this Agreement, the recipient agrees to comply and cooperate with any monitoring procedures/processes deemed appropriate by the Department of Environmental Protection. In the event the Department of Environmental Protection determines that a limited scope audit ofthe recipient is appropriate, the recipient agrees to comply with any additional instructions provided by the Department to the recipient regarding such audit. The recipient further agrees to comply and cooperate with any inspections, reviews, investigations, or audits deemed necessary by the Chief Financial Officer or Auditor General. AUDITS PART I: FEDERALLY FUNDED This part is applicable if the recipient is a State or local government or a non-profit organization as defined in OMB Circular A-133, as revised (for fiscal year start dates prior to December 26, 2014), or as defined in 2 CFR §200.330 (for fiscal year start dates after December 26, 2014). 1. In the event that the recipient expends $500,000 ($750,000 for fiscal year start dates after December 26, 2014) or more in Federal awards in its fiscal year, the recipient must have a single or program -specific audit conducted in accordance with the provisions of OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F. EXHIBIT 1 to this Attachment indicates Federal funds awarded through the Department of Environmental Protection by this Agreement. In determining the Federal awards expended in its fiscal year, the recipient shall consider all sources of Federal awards, including Federal resources received from the Department of Environmental Protection. The determination of amounts of Federal awards expended should be in accordance with the guidelines established by OMB Circular A -I 33, as revised, and 2 CFR Part 200, Subpart F. An audit of the recipient conducted by the Auditor General in accordance with the provisions of OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F, will meet the requirements of this part. 2. In connection with the audit requirements addressed in Part 1, paragraph 1, the recipient shall fulfill the requirements relative to auditee responsibilities as provided in Subpart C of OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F. 3. If the recipient expends less than $500,000 (or $750,000, as applicable) in Federal awards in its fiscal year, an audit conducted in accordance with the provisions of OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F, is not required. In the event that the recipient expends less than $500,000 (or $750,000, as applicable) in Federal awards in its fiscal year and elects to have an audit conducted in accordance with the provisions of OMB Circular A-133, as revised, and 2 CFR Pan 200, Subpart F the cost of the audit must be paid from non -Federal resources (i.e., the cost of such an audit must be paid from recipient resources obtained from other than Federal entities). DEP Agreement No. 19COI, Attachment 5, Page 1 of 5 Rev. 4127/20LS 4. The recipient may access information regarding the Catalog of Federal Domestic Assistance (CFDA) via the internet at www.cfda.eov PART II: STATE FUNDED This part is applicable if the recipient is a nonstate entity as defined by Section 215.97(2)(n), Florida Statutes. I. In the event that the recipient expends a total amount of state financial assistance equal to or in excess of $750,000 in any fiscal year of such recipient, the recipient must have a State single or project -specific audit for such fiscal year in accordance with Section 215.97, Florida Statutes; applicable rules of the Department of Financial Services; and Chapters 10,550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. EXHIBIT l to this Attachment indicates state financial assistance awarded through the Department of Environmental Protection by this Agreement. In determining the state financial assistance expended in its fiscal year, the recipient shall consider all sources of state financial assistance, including state financial assistance received from the Department of Environmental Protection, other state agencies, and other nonstate entities. State financial assistance does not include Federal direct or pass-through awards and resources received by a nonstate entity for Federal program matching requirements. In connection with the audit requirements addressed in Part II, paragraph I; the recipient shall ensure that the audit complies with the requirements of Section 215.97(7), Florida Statutes. This includes submission of a financial reporting package as defined by Section 215.97(2), Florida Statutes, and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. If the recipient expends less than $750,000 in state financial assistance in its fiscal year, an audit conducted in accordance with the provisions of Section 215.97, Florida Statutes, is not required. In the event that the recipient expends less than $750,000 in state financial assistance in its fiscal year, and elects to have an audit conducted in accordance with the provisions of Section 215.97, Florida Statutes, the cost of the audit must be paid from the non -state entity's resources (i.e., the cost of such an audit must be paid from the recipient's resources obtained from other than State entities). 4. For information regarding the Florida Catalog of State Financial Assistance (CSFA), a recipient should access the Florida Single Audit Act website located at httnsa/apps 1df'9.conyfsaa for assistance. In addition to the above websites, the following websites may be accessed for information: Legislature's Website at httn://www.leg.state.fl.ustWelcome/index.cfm, State of Florida's website at http://w«w.mvilorida.conv, Department of Financial Services' Website at llttp://www.fldfs.com/ and the Auditor General's Website at htir)://Nk,".mvflorida.com/audeen/. PART III: OTHER AUDIT REQUIREMENTS (NOTE: This part would be used to specify any additional audit requirements imposed by the State awarding entity that are solely a matter of that State awarding entity's policy (i.e., the audit is not required by Federal or State laws and is not in conflict with other Federal or State audit requirements). Pursuant to Section 2) 5.97(8), Florida Statutes, State agencies may conduct or arrange for audits of State financial assistance that are in addition to audits conducted in accordance with Section 215.97, Florida Statutes. In such an event, the State awarding agency must arrange for funding the full cost of such additional audits.) PART IV: REPORT SUBMISSION 1. Copies of reporting packages for audits conducted in accordance with OMB Circular A -I 33, as revised, and 2 CFR Part 200, Subpart F and required by PART I of this Attachment shall be submitted, when required by Section .320 (d), OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F, by or on behalf of the recipient directly to each of the following: DEP Agreement No. 19CO1, Attachment 5, Page 2 of 5 ice. 4x7/2018 A. The Department of Environmental Protection at one of the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDEPSi ng,l eAud it(iZdep.state.fl. us B. The Federal Audit Clearinghouse designated in OMB Circular A-133, as revised, and 2 CFR §200.501(a) (the number of copies required by Sections .320 (d)(1) and (2), OMB Circular A-133, as revised, and 2 CFR §200.501(a) should be submitted to the Federal Audit Clearinghouse), at the following address: Federal Audit Clearinghouse Bureau of the Census 1201 East 10th Street Jeffersonville, 1N 47132 Submissions of the Single Audit reporting package for fiscal periods ending on or after January 1, 2008, must be submitted using the Federal Clearinghouse's Internet Data Entry System which can be found at htt :/Iliarvest •r.census. ov/facwcbi C. Other Federal agencies and pass-through entities in accordance with Sections .320 (e) and OMB Circular A-133, as revised, and 2 CFR §200.512. 2. Pursuant to Section .320(f), OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F, the recipient shall submit a copy of the reporting package described in Section .320(c), OMB Circular A-133, as revised, and 2 CFR Part 200, Subpart F, and any management letters issued by the auditor, to the Department of Environmental Protection at one the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDI:PSinYleAuditri?deQ.state.{l.us 3. Copies of financial reporting packages required by PART I1 of this Attachment shall be submitted by or on behalf of the recipient directly to each of the following: A. The Department of Environmental Protection at one of the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 DEP Agreement No. 19CO1, Attachment 5, Page 3 of 5 Rev 4/2712018 Electronically: FDEPSin; leAuditra�dep.state.fl.us B. The Auditor General's Office at the following address: State of Florida Auditor General Room 401, Claude Pepper Building 1 I I West Madison Street Tallahassee, Florida 32399-1450 4. Copies of reports or management letters required by PART III of this Attachment shall be submitted by or on behalf of the recipient directly to the Department of Environmental Protection at one of the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDEPSin leAudi&de .state.tl.us Any reports, management letters, or other information required to be submitted to the Department of Environmental Protection pursuant to this Agreement shall be submitted timely in accordance with OMS Circular A-133, as revised, and 2 CFR Part 200, Subpart F, Florida Statutes, or Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, as applicable. 6. Recipients, when submitting financial reporting packages to the Department of Environmental Protection for audits done in accordance with OMB Circular A- t33, as revised and 2 CFR Part 200, Subpart F, or Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, should indicate the date that the reporting package was delivered to the recipient in correspondence accompanying the reporting package. PART V: RECORD RETENTION The recipient shall retain sufficient records demonstrating its compliance with the terms ofthis Agreement for a period of five (5) years from the date the audit report is issued, and shall allow the Department of Environmental Protection, or its designee, Chief Financial Officer, or Auditor General access to such records upon request. The recipient shall ensure that audit working papers are made available to the Department of Environmental Protection, or its designee, Chief Financial Officer, or Auditor General upon request for a period of three (3) years from the date the audit report is issued, unless extended in writing by the Department of Environmental Protection. DEP Agreement No. 19COI, Attachment 5, Page 4 of 5 Rev. 4127/2019 O .y 6� •� O p 2 aaU " a C a 2 0 E Li SO. a d O C aLi 'b C -- LL L 7 LT. r v d L � u 4 L � r w o LL .gyp+ W « Q Q c O � o w U c 0 U L a F < a un 0 E O d i U bo C L d H G V W) e � y. o cd u u L � � C O E 0 d a L o � o 0 r w O w of 'B b w � a 3 w d u u L � N N c a r U E R 0 E H d �wa.z Q V G w u 0 6� •� O A o U L [Q aU a " d r 2 Li SO. a C o O d aLi C -- LL L C. r v d L � u 4 L � '1 O w �+ c O � t i L a F < a un 0 Lxr O � +• U bo C L 0 th G V W) e � y. o cd u u i O E 0 a L o � o 0 r w Q w � a Iy. 7 a c u � N 'u u CK c a r U E w � H • V G 'Cy u 3 Co ' y 4 C O ¢ a1 ... L C ET < 7 3 � c d :L u L c Q A o U L [Q aU " d v� Li n � O ry d -- r v d F � � w �+ c O � ta C < a un 0 bo C L G V � y. o cd u O 0 U L o � o 0 r Q w � a H L � N 7 a c H • V G r Co ' y « C O ¢ a1 ... C ET < 3 � c d :L u L d U 0 p C E co � a� a� rn `z p. °J o 0 EXHIBIT D FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BEACH MANAGEMENT FUNDING ASSISTANCE PROGRAM REQUEST FOR PAYMENT — PART 1 PAYMENT SUMMARY Name of Project: Wiggins Pass IMP Local Sponsor: Collier County, Coastal Zone Management DEP Agreement Number: 19COI Remittance Address: Billing Number: Billing Type: ❑ Interim Billing ❑ Final Billing Costs Incurred This Payment Request: Federal Share* State Share *if applicable Cost Summary: State Funds Obligated it Less Advance Pay Less Previous Payment Less Previous Retained Less This Payment Less This Retainage (5%) State Funds Remaining DEP Agreement No. 19C01, Exhibit D, Page I of 5 Local Share Total Local Funds Obligated Less Advance Pay Less Previous Credits $ Less This Credit Local Funds Remaining $ C 1 / ZS A 'G 0 0. C cc 011111111111 0111111111111 0111111111111 MKIIIIIIIIIII w° 3 o m EIIIIIIIIIIII o � „ � G d 5 R 1 52 V 7 C qy a �RS U y raj y� G E a+ C 7 c y ti Eeu 73 v u C A '$V E 9 LL c�f9� 3o W rl m -Tk° � v� tp n cc T — — G z ��111 Ow w w° 3 o m o � „ � G d 5 R 1 52 V 7 C qy a �RS U y raj y� G E a+ C 7 c y ti Eeu 73 v u C A '$V E 9 LL c�f9� 3o W rl m -Tk° � v� tp n cc T — — G z Ow w FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BEACH MANAGEMENT FUNDING ASSISTANCE PROGRAM REQUEST FOR PAYMENT — PART III PROJECT PROGRESS REPORT Name of Project: Wiggins Pass IMP Local Sponsor: Collier County, Coastal Zone Management DEP Agreement Number: 19C01 Billing Number: Report Period: Status of Eligible Project Items: (Describe progress accomplished during report period, including statement(s) regarding percent of task completed to date. Describe any implementation problems encountered, if applicable.). NOTE: Use as many pages as necessary to cover all tasks in the Grant Work Plan. The following format should be followed: Task 1: Progress for this reporting period: Identify any delays or problems encountered: DEP Agreement No. 19C01, Exhibit D, Page 3 of 5 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BEACH MANAGEMENT FUNDING ASSISTANCE PROGRAM CERTIFICATION OF DISBURSEMENT REQUEST REQUEST FOR PAYMENT — PART N Name of Project: Wiggins Pass IMP Local Sponsor: Collier County, Coastal Zone Mana eg ment DEP Agreement Number: 19COI Billing Number. Certification: I certify that this billing is correct and is based upon actual obligations of record by the Local Sponsor; that payment from the State Government has not been received; that the work and/or services are in accordance with the Department of Environmental Protection, Beach Management Funding Assistance Program's approved Project Agreement including any amendments thereto; and that progress of the work and/or services are satisfactory and are consistent with the amount billed. The disbursement amount requested on Page 1 of this form is for allowable costs for the Project described in the grant work plan. I certify that the purchases noted were used in accomplishing the Project; and that invoices, check vouchers, copies of checks, and other purchasing documentation are maintained as required to support the cost reported above and are available for audit upon request. Name of Project Administrator Name of Project Financial Officer Signature of Project Administrator Signature of Project Financial Officer gate Date DEP Agreement No. 19CO1, Exhibit D, Page 4 of 5 r FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FLORIDA BEACH MANAGEMENT FUNDING ASSISTANCE PROGRAM CONTRACT COMPLETION CERTIFICATION PART V Name of Project; Wiggins Pass IMP Local Sponsor: Collier County, Coastal Zone Man& a m� ent DEP Agreement Number: I9C01 Task Completion ❑(List Task) Contract Completion ❑ *I hereby certify that the above-mentioned Project task has been completed in accordance with the Project Agreement, including any amendments thereto, between the Department and Loca! Sponsor, and all funds expended for the Project were expended pursuant to this Agreement. All unused funds and interest accrued on any unused portion of advanced funds which have not been remitted to the Department, have been returned to the Department, or will be returned to the Department within sixty (60) days of the completion of construction portion of this Project. Unused funds advanced to the United States Army Corps of Engineers through Local Sponsors will be due sixty (60) days after the Federal final accounting has been completed. Name of Project Manager Signature of Project Manager Date DEP Agreement No. 19C01, Exhibit D, Page 5 of 5 EXECUTIVE SUMMARY Recommendation to approve Emergency Purchase Order with Eastman Aggregate Enterprises, LLC for an hourly rate of $57 for time and material not to exceed $9,120 and make a finding that this item promotes tourism. OBJECTIVE: To maintain and clean beaches. CONSIDERATIONS: Coastal Zone Management is currently in the process of replacing two (2) equipment operators that maintain the beaches. Until these employees are replaced staff needs to continue to maintain the beaches. In order to continue to maintain the beaches until replacements are hired the following quotes were received: Vendor Quote Eastman Aggregate Enterprises, LLC $ 57.00 per hour Earth Tech $ 59.00 per hour Quality Enterprises $115.00 per hour Eastman Aggregate was the lowest qualified bidder. A Purchase Order was processed for 160 hours at $57 per hour for a total of $9,120. FISCAL IMPACT: Funding is available in Fund 195. GROWTH MANAGEMENT IMPACT: This project has no direct impact on Collier County’s Growth Management Plan. ADVISORY COMMITTEE RECOMMENDATIONS: This item will be reviewed for recommendation at the Tourist Development Council (TDC) meeting on July 23, 2018. LEGAL CONSIDERATIONS: RECOMMENDATION: To approve Emergency Purchase Order with Eastman Aggregate Enterprises, LLC for time and material not to exceed $9,120 and make a finding that this item promotes tourism. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division CAC July 12, 2018 VIII-6 New Business 1 of 1 Covwtty *kw Quote Request All quoies must be mode on lhe Quote lorm lumished by lhe Counly. No Quole wlll be consldered unless ihe Quole form ls properly slgned. DAIE SENT TO VENDOR: JUIY 3, 2OIB DESCRIPIION: provide on operolor, lo operole Colller Counlies Beqch Troctor/Roke. Work will be on vorious Collier Couniy beoches os dliecled by Collier County. Work will be oprox B hours per doy, Mondoy lhough Frldoy, lor qboul 4 weeks. Tenqtive slort dole of Mondoy 7 19118, bvl moy slort os soon os Frkloy 7/6/18. AWARD CRIICRIA: Low prlce for up to 160 hours of work. COUNTY CONIACT INTORMAIION: Gory McAlpin Gory McAlpin l!91"/t9II*P:l 239-2s2-5U2 Dercrlpllon Equlpmenl Operolor to operote o counly owned lrocior roke ollochmenl. **tHourly rote musl be oll inclusive, (including lronsporlo insuronce. no surchorges will be ollowed, 'r' rrrlnsuronca requiremenls qttochedrrt Vendor Slgnoturel 71612018 ot 3:00PM Unll Pdce Llne lolol wtih beoch $57.00 $9,120.00 lion ond Totol 1.. __1ri3g oo,,,-zfsl 16' ffi*,%H En lhTA Quole Sequest All quotec murl be mode on the Quote form furnhhrd by ttte Couttiy. No Quole wlll be consldared unlerr lhe Quoie form is propeily slgned. DAlt ltllttO VENDOI: t.ly 3 ?0lE DlSCtltBOil: txovice or', opereror !o op,erole Cofier Counlie1 Beocn Troctot,fRck€ Work 1n'i6 De on vcrriour Collis Counry tlfochetcldrecleobycutliercu,)ntvrryorkwltbfjoo(ox8ho'-r'spefdcly,MorxjoyihoJqhFrc.olkst1)boul4weeks-7enr:live 9!(rrr dote ct Mondfry 7 lqll&. urtl rncry ll$rt rit rOOn ot fridcy 7/6t'18. AWAID C$fEtlA. t ow ryice tcv up lo I 60 |-tsu,rl <rl w<xk COUiIW COI{IACI NTOImAIIOI{: cisy McAbin fnronoOA$r- . ' Ouolotion Ou. Dt ---- Gory.ucAlpin@colliercountytl.gov 7 l6l21l8ol 3:00PM t{omc Gory McAlpin Phone/lox numbCr , 239-252-5342 ofv i 60 hours Dcrcriptloa tquipr!'1enl opefolor lo sperole o ggLidlty owned lrocto. ",rirt, oe(,cn fqxe oflccn.l'ren!. "'Hourly role nruif be Oll incluriv(t, {lncluoing ltoniportotiisn ond . tr',Jrjronr:e- no rurch(rger wiB b€ o[o$red. "' "'intu0!lce requirernenlg olrocheot " Unil hict rh"T.td s9.440.00$s.00 rorot $s,440.00 vendir signoiL(e: *.- ctriJ@ Earth Tech Enterprses. lnc. 6180 Fedsel Court Fort Myers. flor[e 33905 l23p177+1273 C G@eartrtechenErpises.com Dtlle Juty 5. 2018 3494 SHEARWATER STREET NAPLES, FL34117 (239) 435-7200 FAX (239) 435-7202 Collier County Coastal Zone Manaqement PROPOSAL SUBMITTED TO: 2685 S Horseshoe Drive DATE Lou Gaudio PROPOSAL # STREET Naples, Florida SALES REPRESENTATIVE Beach Equipment OPerator CITY, STATE, ZIP Clint Perryman JOB NAME ATTN.: 239-252-4245 JOB LOCATION PHONE NO.FAX NO. WE PROPOSE hereby to furnish all labor, moterials, equipment snd semices necessory to complete the following: Provide equipment operator for JD 625 - $115.00/hr for Standard 8 hr dav. Overtime rates to be billed at $ '149.50/hr CUSTOMER - SIGNATURE & DATE Page 1 /-ur-;, Q q"rr4- 78t18 QUALITY ENURPR{SES USA , INC. - SIGNATURE & DATE