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CAC Agenda 03/09/2017 3/22/2017 Collier County,FL:March 9,2017 March 9, 2017 Meeting Agenda and Notice COASTAL ADVISORY COMMITTEE (CAC) THURSDAY, MARCH 9, 2017- 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 • 2017 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. January 12. 2017 VII. Staff Reports 1. Expanded Revenue Report VIII. New Business 1. Coastal Resiliency Summary 2. Beach Renourishment 2017 3. Wiggins Pass Dredging 2017 * Backup Material 4. Doctors Pass Dredging 2017 * Backup Material 5. Collier Creek RFP * Backup Material 6.April 2017 Grant Review/Budget 2017 7. FDEP/FDEM Reconciliation * Proposal * Work Order IX. Old Business X.Announcements XI. Committee Member Discussion XII. Next Meeting Date/Location April 13, 2017- Government Center, 3rd Floor XIII.Adjournment http://www.colliergov.net/your-government/advisory-boards-and-authorities/coastal-advisory-committee/cac-agendas/february-9-2017 1/2 3/22/2017 Collier County,FL:March 9,2017 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. http://www.colliergov.net/your-government/advisory-boards-and-authorities/coastal-advisory-committee/cac-agendas/february-9-2017 2/2 MINUTES OF THE MEETING OF THE COLLIER COUNTY COASTAL ADVISORY COMMITTEE Naples, Florida, January 12, 2017 LET IT BE REMEMBERED, the Collier County Coastal Advisory Committee, in and for the County of Collier, having conducted business herein, met on this date at 1:00 P.M. in REGULAR SESSION at Administrative Building “F”, 3rd Floor, Collier County Government Complex Naples, Florida with the following members present: CHAIRMAN: John Sorey, III VICE CHAIRMAN: Debbie Roddy Joseph A. Moreland Linda Penniman (Excused) Robert Brown Steve Koziar Thomas McCann Jim Burke ALSO PRESENT: Gary McAlpin, Manager, Coastal Zone Management Colleen Greene, Assistant County Attorney Gail Hambright, Accountant CAC March 9, 2017 VI-1 Approval of Minutes 1 of 4 Any persons in need of the verbatim record of the meeting may request a copy of the video recording from the Collier County Communications and Customer Relations Department or view online. I. Call to Order Chairman Sorey called the meeting to order at 1:06PM II. Pledge of Allegiance The Pledge of Allegiance was recited. III. Roll Call Roll call was taken and a quorum was established. IV. Changes and Approval of Agenda Mr. Burke moved to approve the Agenda. Second by Ms. Roddy. Carried unanimously 7 – 0. V. Public Comments None VI. Approval of CAC Minutes 1. December 8, 2016 Mr. Brown moved to approve the minutes of the December 8, 2016 as submitted. Second by Ms. Roddy. Carried unanimously 7 – 0. VII. Staff Reports 1. Expanded Revenue Report The Committee reviewed the “Collier County Tourist Tax Revenue FY 17 TDC Revenue Report” dated through December 31, 2016. VIII. New Business 1. CAC Vacancy - Applicants Recommendation * Applicants Mr. McAlpin presented the Executive Summary “Review of CAC Applicants” dated January 12, 2017 noting Ian Butler has resigned from the Committee and two applicants (Robert Raymond and David John Trecker) have applied to fill the vacancy. Speaker Bob Raymond noted he previously served on the Committee but had to resign as he was a representative from the City of Naples and moved into unincorporated Collier County. Mr. Moreland nominated Mr. Raymond. Mr. Burke nominated Mr. Trekker. Chairman Sorey polled the Committee determined Mr. Raymond to be the applicant to recommend the Board of County Commissioners appoint to the Coastal Advisory Committee by a vote of 6 – 0. Mr. McCann abstained noting he serves on Committee’s with both applicants. CAC March 9, 2017 VI-1 Approval of Minutes 2 of 4 2. December 13, 2016 Board direction relative to Hopper Dredge Renourishment, Truck Haul Renourishment and dredge ownership Mr. McAlpin submitted the document “Taskers from the 12-13-16 BCC Meeting for Coastal Zone Management” for informational purposes. He provided an overview of the document noting it provides an analysis on the history of expenditures, various approaches taken by the County for past beach renourishment projects, the availability of Gulf sand sources, cost comparisons of truck haul beach renourishment projects vs. dredging, and evaluation of sharing the costs for owning a dredge. Conclusions at this point include: • Truck haul projects are more feasible for the County although there is a concern regarding traffic on the roads and beach safety. • It is cost prohibitive for the County to purchase its own dredge as those utilized for beach renourishment are in the $500M range. Staff continues to research the issue to determine if utilizing dredging may be feasible in the future including items such as: • The feasibility of expanding the width and mass of the approved beach template to increase usability by the public and further stabilize the areas which would require increasing the quantity of sand placed on the beaches during renourishment projects. • Determining any projects where the timing of the work may be combined to reduce mobilization costs. • Determining any if any additional contractors are available to perform the work especially if the time frame required to complete the work may be expanded. • Identifying any long term coastal resiliency concepts which may aid in protecting erosion of the beaches such as off shore breakwaters. He noted the “low tide mining” of sand is not recommended as the sand in these areas (up to 1,000 feet westerly out into the water) migrates from the beaches to this area and aids in stabilizing the sand mass on the beaches. This activity reduces the overall quantity of sand required to be placed in the template as the beaches are continually renourished. 3. Discus Coastal Resiliency – Update Mr. McAlpin provided the Memo “Collier County Coastal Resiliency” for information purposes. He noted: • The Memo was generated as a result of discussions at the December 9, 2016 Committee meeting on the feasibility of developing a long term plan to provide for protection of the beaches and upland structures. • The concept was presented to the County Manager who directed Staff to pursue the concept at this point in time as long as there are not “out of pocket” expenses. • The item will be brought forth to the BCC within 90 days. 4. Anticipated 2017 Tasks and Projects for Coastal Zone Management Mr. McAlpin submitted the document “Anticipated 2017 Tasks and Projects for Coastal Zone Management” and provided an overview of the projects which are anticipated to cost $10 - $15M. The following was noted during Committee discussions: CAC March 9, 2017 VI-1 Approval of Minutes 3 of 4 • Any dredging required for owner’s boat docks in the Estuary’s, etc. is the responsibility of the owner of the facility. • The United States Fish and Wildlife Service began their review required under the permit applications for the erosion control structures and jetty rebuilds at Doctors Pass. • Staff is researching any measures that may need to be taken before physically removing the miscellaneous groin rocks on County beaches. • The Naples beach outfall pipes should be added to the list. IX. Old Business None X. Announcements 1. 2017-2018 Grant Public Notice Ms. Hambright provide a Public Notice dated January 3, 2017 “Coastal Advisory Committee accepting Category “A” Grant Applications, Collier County Florida” for information purposes. She noted it was also directly sent to the City of Naples, the City of Marco Island and the Parks and Recreation Division. XI. Committee Member Discussion Chairman Sorey reported he met with Commissioner Fiala and relayed the Committee’s desire to provide input on the Sea Level Rise Study and to date, has not had a response. Ms. Roddy recognized Staff’s efforts for the work on Tigertail Beach. Mr. McAlpin reported the County is working with the US Army Corps of Engineers and US Coast Guard to obtain authorization for work on the navigation markers at Caxambas Pass. XII. Next Meeting Date/Location February 9, 2017 – Government Center, Administration Bldg. F, 3rd Floor There being no further business for the good of the County, the meeting was adjourned by order of the chair at 2:05 P.M. Collier County Coastal Advisory Committee _________________________________ John Sorey, III Chairman These minutes approved by the Board/Committee on _________________as presented________ or as amended ___________. CAC March 9, 2017 VI-1 Approval of Minutes 4 of 4 COLLIER COUNTY TOURIST DEVELOPMENT TAX REVENUE Description Fund FY 17 Adopted Budget FY 17 Current Forecast FY 17 YTD Forecast FY 17 YTD Actual Var to FY 17 YTD Forecast Beach Facilities 183 987,500 987,495 355,023 359,109 4,086 TDC Promotion 184 7,744,000 7,743,983 2,784,109 2,816,151 32,041 Non-County Museums 193 525,500 525,517 188,933 191,108 2,174 TDC Admin 194 2,563,200 2,563,163 921,506 932,111 10,605 Beach Renourishment 195 8,122,300 8,122,346 2,920,138 2,953,745 33,607 Disaster Recovery 196 - - 0 - - County Museums 198 2,119,500 2,119,496 761,999 770,769 8,770 Gross Budget 22,062,000 22,062,000 7,931,709 8,022,993 91,284 Less 5% Rev Res (1,129,000)100.0% 100.0% 1.2% 0.4% Net Budget 20,933,000 -63.6% Collections Month Actual FY 17 Cum YTD % Budget Collected to Date % over FY 16 Collections % over FY 15 Collections % over FY 14 Collections Oct 813,891 813,891 3.69% 2.42% 18.85% 41.57% Nov 1,059,765 1,873,656 8.49% 5.58% 9.73% 20.97% Dec 1,289,344 3,163,000 14.34% -2.37% 4.47% 22.04% Jan 1,989,868 5,152,868 23.36% -2.48% 2.06% 30.89% Feb 2,870,125 8,022,993 36.37% -9.87% -4.08% 12.49% Mar 8,022,993 36.37% n/a n/a n/a Apr 8,022,993 36.37% n/a n/a n/a May 8,022,993 36.37% n/a n/a n/a June 8,022,993 36.37% n/a n/a n/a July 8,022,993 36.37% n/a n/a n/a Aug 8,022,993 36.37% n/a n/a n/a Sept 8,022,993 36.37% n/a n/a n/a Total 8,022,993 8,022,993 YTD -3.84%2.51%21.94% Forecast 22,062,000 100.0%22,062,000 High Forecast 22,960,970 Budget Comparison Month 5 Yr History- Cum 5 Yr History- Monthly Budgeted Collections Actual Collections Budget to Actual Variance Forecast Oct 3.46%3.46%762,497 813,891 51,394 762,497 Nov 8.04%4.58%1,011,013 1,059,765 48,752 1,011,013 Dec 13.94%5.91%1,302,851 1,289,344 (13,507)1,302,851 Jan 22.44%8.50%1,874,762 1,989,868 115,106 1,874,762 Feb 35.95% 13.51%2,980,587 2,870,125 (110,462)2,980,587 28-Feb-2017 FY 17 TDC Revenue Report Mar 50.92% 14.97%3,302,043 0 n/a 3,302,043 Apr 70.61% 19.69%4,343,310 0 n/a 4,343,310 May 79.97%9.37%2,066,501 0 n/a 2,066,501 June 85.90%5.93%1,308,620 0 n/a 1,308,620 July 90.65%4.75%1,047,353 0 n/a 1,047,353 Aug 95.69%5.04%1,112,152 0 n/a 1,112,152 Sept 100.00% 4.31%950,311 0 n/a 950,311 Total 100.0% 100.0%22,062,000 8,022,993 91,284 22,062,000 100.00% 71868805444.69% $0.0 $0.5 $1.0 $1.5 $2.0 $2.5 $3.0 $3.5 $4.0 $4.5 $5.0 MonthOctNovDecJanFebMarAprMayJuneJulyAugSeptCollections Millions Tourist Development Tax Collection Curve Budgeted Collections Actual Collections Forecast 3/1/20173:53 PM H:\Revenue Report\Monthly Sales, and TDC Receipts.xls CAC March 9, 2017 VII-2 Staff Report 1 of 18 CAC March 9, 2017 VII-2 Staff Report 2 of 18 CAC March 9, 2017 VII-2 Staff Report 3 of 18 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 $2,107,192 TOTAL:$1,722,325 $2,412,134 $3,167,613 $4,315,649 $6,717,789 $6,781,863 $7,810,638 $4,103,690 $2,664,073 $1,883,755 $2,227,249 $1,973,136 $45,779,914 COLLIER COUNTY TOURIST TAX NAPLES CAC March 9, 2017 VII-2 Staff Report 4 of 18 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 $1,619,205 TOTAL:$1,698,105 $2,072,123 $2,365,400 $3,699,500 $5,249,328 $5,939,870 $7,899,198 $4,713,742 $2,545,280 $2,520,617 $2,534,888 $2,254,759 $43,492,810 COLLIER COUNTY TOURIST TAX MARCO ISLAND CAC March 9, 2017 VII-2 Staff Report 5 of 18 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 $14,093 TOTAL:$9,458 $703 $14,138 $13,814 $14,075 $13,396 $19,241 $14,685 $10,749 $11,487 $10,008 $10,339 $152,465 COLLIER COUNTY TOURIST TAX IMMOKALEE CAC March 9, 2017 VII-2 Staff Report 6 of 18 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 $7,310 $10,062 $16,167 $46,178 TOTAL:$53,766 $67,705 $85,657 $116,635 $162,431 $181,811 $214,260 $128,145 $90,162 $50,522 $54,868 $45,498 $1,251,460 COLLIER COUNTY TOURIST TAX EVERGLADES CITY CAC March 9, 2017 VII-2 Staff Report 7 of 18 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 $644,573 $1,026,514 $1,624,219 $4,236,325 TOTAL:$3,061,764 $4,378,029 $5,942,092 $8,390,598 $13,828,377 $13,942,432 $17,202,251 $8,245,310 $5,278,222 $4,054,076 $4,084,222 $3,262,251 $91,669,624 COLLIER COUNTY TOURIST TAX COLLIER COUNTY CAC March 9, 2017 VII-2 Staff Report 8 of 18 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 $8,022,993 TOTAL:$6,545,418 $8,941,066 $11,574,900 $16,536,196 $25,972,000 $26,859,372 $33,145,588 $17,205,572 $10,588,486 $8,520,457 $8,911,235 $7,545,983 $182,346,273 COLLIER COUNTY TOURIST TAX TOTALS NAPLES, MARCO ISLAND, IMMOKALEE, EVERGLADES CITY, COLLIER COUNTY CAC March 9, 2017 VII-2 Staff Report 9 of 18 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 $1,379 TOTAL:$10,476 $11,683 $17,339 $33,241 $50,444 $59,423 $78,646 $28,577 $16,221 $10,403 $3,484 $2,352 $322,289 COLLIER COUNTY TOURIST TAX APARTMENT CAC March 9, 2017 VII-2 Staff Report 10 of 18 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 $60,314 $35,491 $59,460 $177,887 $189,684 $522,836 TOTAL:$472,961 $253,292 $463,368 $1,125,126 $1,401,727 $2,789,679 $5,660,898 $857,251 $450,921 $421,607 $264,400 $247,817 $14,409,047 COLLIER COUNTY TOURIST TAX CONDOMINIUM CAC March 9, 2017 VII-2 Staff Report 11 of 18 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 $80,035 TOTAL:$35,641 $47,986 $82,607 $189,783 $342,653 $314,592 $393,876 $105,764 $65,511 $28,947 $36,250 $26,704 $1,670,314 COLLIER COUNTY TOURIST TAX CAMPGROUND-RV-PARK CAC March 9, 2017 VII-2 Staff Report 12 of 18 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 $623,860 $871,934 $1,012,001 $1,280,221 $1,555,640 $5,343,656 TOTAL:$5,161,580 $7,659,103 $9,524,922 $11,042,282 $15,180,660 $17,476,190 $20,495,040 $14,142,269 $9,133,220 $6,923,667 $7,461,726 $6,356,484 $130,557,143 COLLIER COUNTY TOURIST TAX HOTEL-MOTEL CAC March 9, 2017 VII-2 Staff Report 13 of 18 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 $46,752 TOTAL:$73,228 $84,523 $116,018 $150,675 $201,890 $225,885 $271,260 $229,384 $119,232 $113,348 $141,219 $97,372 $1,824,034 COLLIER COUNTY TOURIST TAX INTERVAL CAC March 9, 2017 VII-2 Staff Report 14 of 18 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 $1,380 TOTAL:$4,579 $3,653 $7,844 $14,566 $19,321 $27,069 $47,607 $10,432 $5,920 $1,524 $1,961 $1,882 $146,358 COLLIER COUNTY TOURIST TAX MOBILE HOME PARK CAC March 9, 2017 VII-2 Staff Report 15 of 18 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 $83,274 $20,985 $33,292 $112,769 $71,184 $321,504 TOTAL:$471,360 $170,624 $212,898 $685,168 $400,077 $577,504 $1,767,106 $346,943 $214,037 $409,122 $170,739 $178,154 $5,603,732 COLLIER COUNTY TOURIST TAX SINGLE FAMILY CAC March 9, 2017 VII-2 Staff Report 16 of 18 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 $32,050 $116,878 $168,195 $385,115 $1,003,213 $1,705,451 TOTAL:$415,593 $710,202 $1,149,904 $3,295,355 $8,375,228 $5,388,904 $4,430,889 $1,484,952 $583,424 $611,839 $831,456 $635,218 $27,912,964 COLLIER COUNTY TOURIST TAX REALTOR CAC March 9, 2017 VII-2 Staff Report 17 of 18 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 $8,022,993 TOTAL:$6,345,418 $8,941,066 $11,574,900 $16,536,196 $25,972,000 $26,859,372 $33,145,588 $17,205,572 $10,588,486 $8,520,457 $8,911,235 $7,545,983 $182,146,273 COLLIER COUNTY TOURIST TAX TOTALS APARTMENTS, CONDOMINIUM, CAMPGROUD/RV/PARK, HOTEL/MOTEL, INTERVAL, MOBILE HOME PARK, SINGLE FAILY, REALTOR CAC March 9, 2017 VII-2 Staff Report 18 of 18 EXECUTIVE SUMMARY Discuss the Coastal Resilience Plan for Collier County and make a recommendation on how to proceed. OBJECTIVE: To obtain a recommendation on how to proceed with the Coastal Resilience Plans for Collier County. CONSIDERATIONS: Coastal Resiliency Next Steps in Collier County This discussion paper was developed in consultation with Thomas Pierro the President of CBI, formally Coastal Planning and Engineering, Dr. Lainie Edwards of FDEP and Dr. James Houston, Ph.D., USACE Research and Development Center. I want to thank all three of these individuals for their thoughts and ideas and assistance in addressing this highly complex and long term issue. Background Collier County Coastal Resiliency has been an “off agenda” topic of the Coastal Advisor Committee (CAC) for the past several months but spotlighting by the recent series of articles in the NDN and sea level rise discussions. Recently, the CAC has proposed to broaden its perspective and in addition to project development/execution explore coastal resiliency issues/plans for the County. Discussions at the CAC were limited to storm surge, erosion and undermining coastal infrastructure. It was felt that inland flooding is a separate but related issue that maybe best addressed through a distinct and different Sea Level Rise (SLR) study. The overall focus of the CAC was to identify now what should be implemented over the next five (5) years to protect our coastal community from the effects of storm surge over the next 50 years. The CAC suggested identifying and investigating Collier County’s barriers to coastal resiliency. Specifically, what is the frame work we should be operating within and are there any low hanging fruit that would be easy to achieve and provide significant benefits. Some items discussed were: o Wider and higher beaches under current FDEP/USACE regulations o Dunes and coastal plantings o Issues of near shore hardbottom o Submerged breakwaters o Opportunities and probabilities for coastal hardening o Offshore mangrove islands o What are the regulatory barriers that would affect our plans and how can they be overcome The CAC also requested staff to meet with the County Manager and solicit his thoughts and ideas on how to proceed. The County Manager directed staff to research a Coastal Resiliency program for Collier County and bring back thoughts and ideas on how to proceed. Build on What’s Existing The elements of Collier County’s beach nourishment program should be allowed to evolve with time to take advantage of lessons learned and to incorporate new goals. The present program has been highly successful in achieving the goals of buffering erosion, maintaining the recreation quality of the beach, nourishing on a flexible schedule with multiple sand sources, and exercising environmental sensitivity. CAC March 9, 2017 VIII-1 New Business 1 of 4 The next step is to improve upon this plan by adding increased storm protection and climate change resiliency to the goals with incremental improvements to the existing plan, using a cost effective approach that improves the resident and tourist experience at the beach. Many of these objectives can be met with construction of a wider beach, a larger dune system and an improved construction method to build these features. Develop a Road Map The County should conduct a feasibility level report to investigate improving the beach nourishment program in a manner such as discussed above and outlined below. The resulting report should define new goals and update objectives, and further explore options for improving resiliency by building upon the established program. This process should aim to seek conceptual approval and comments from the Florida Department of Environmental Protection (FDEP) and other regulatory agencies based on existing information for assurance such that the final plan will be supported for permit issuance and state cost sharing. This feasibility level report should cost no more than $25,000. Concurrently with the Road Map Pick the Low Hanging Fruit 1. In order to safeguard nearshore hardbottom resources, the 2006 and 2013 beach renourishment projects were designed and built with a permitted template that assumed the use of sand with a similar grain size as the 2003 beach conditions. This resulted in an estimated Equilibrium Toe of Fill (ETOF) permitted approximately 50 feet further offshore than the actual performance of the 2006 beach project. The sand used for the 2006 and 2013 projects had an average mean grain size of 0.32 mm, which was considerably coarser than the beach sand that existed in 2003. The continued use of this coarser sand, and keeping the 2006 permitted ETOF unchanged, will allow for a wider beach with no additional impacts to the nearshore hardbottom. Given typical alongshore and cross-shore variability, this added width may not be uniformly realized in all areas, but it can be refined through engineering analysis to create a project with increased durability and width to resist storm impacts. To determine the size of the added beach width available, the results of recent profile surveys that best represent the equilibrium condition at each R-monument can be compared to the permitted ETOF to establish the existing buffer to hardbottom. Based on this comparison, the allowable added distance can be applied to create a new design condition and renourishment interval. 2. In regions where hardbottom resources are closer to shore, a feeder beach or embedded sand stockpile may be considered to achieve increased protection without direct placement. 3. Throughout all beach segments, raise the height of the beach dunes from approximately five (5) feet to six (6) feet to provide more beach critical mass to resist storms surge. 4. A wider beach will provide space to build up the natural dune system, which would increase the storm surge protection qualities of the beach. The dunes can be integrated with existing structures and the natural dune line to create a continuous and comprehensive level of protection for coastal infrastructure. To define the optimum height and location of dunes, the level of protection needs to be established based on constructability, cost, easements and the ability to impeded wave run up and over topping from the design storm. However, adding another 10 to 20 feet of vegetative dunes from the 50 feet of increased beach width at an elevation of six (6) feet is not unreasonable. CAC March 9, 2017 VIII-1 New Business 2 of 4 Pick the Low Hanging Fruit Implementing these first four measures could easily take two years of modeling, design and permitting and would require approximately 1.1M cubic yards of sand. Construction costs could be expected to be in excess of $30M and engineering costs in excess of $1M. Because of the larger quantities, this project could only be accomplished with hopper dredge construction and would require a revised sand lease with the Bureau of Ocean Energy Management. Other Items to Consider in Developing a Road Map Other project features can complement a wider beach, larger dune and improved construction method to help build resiliency for the coastal community. For example, setting up emergency contracting procedures, and including use of embedded beach stockpiles and sand from the inlets, will promote quick bounce back after storms. The tuning or removal of structures may also promote better sand retention or bypassing, as appropriate. A proposed approach to building resiliency is provided below: 1. Assess System and Update Standards • Evaluate potential weaknesses in existing coastal system • Define existing and desired level of protection for beach and dune system • Increase resistance to storms: o Wider beach for improved protection o Higher and wider dunes for property and infrastructure protection o Establish continuous frontal coverage o Embed or incorporate structures in dune to meet defined level of protection where space is limited • Claim the coarse sand credit: o Use the estimated toe of fill (ETOF) permitted with 2006 project o Design and permit a wider beach with no or little additional mitigation reef • Refine alongshore design: o Changes and refinements where natural resources or other features dictate o Implement longer projects incrementally 2. Maintain and enhance environmental function: • Avoid hardbottom coverage • Turtle friendly beach • Vegetated dunes • Shorebird habitat 3. Implement Incremental Improvements • Incorporate feeder beach and embedded sand stockpile into wider beach design • Improve sand bypassing at inlets • Implement “use sand twice” and other natural sand transport principals • Promote beach ambiance for tourist and residents by minimizing intrusions • Tune existing structures for better sand retention (or bypassing) pertinent for situation • Evaluate strategic coastal structures (groins, breakwaters) to address sand distribution • Employ site-specific armoring (seawalls, revetments) in critical infrastructure locations CAC March 9, 2017 VIII-1 New Business 3 of 4 • Identify improvements that may reduce the potential for bayside impacts 4. Take Proactive Actions • Keep permits active and up to date with evolving approach • Set-up emergency contracting procedures • Create standby plans and specifications for quick reaction • Use embedded stockpile and inlet sand for quick response to storms • Coordinate early to reduce construction costs o Consultation with dredgers and contractors o Identify improvements that will lead to significant cost savings o Implement larger project for economy of scale cost savings o Develop bidding strategy for economical project FISCAL IMPACT: N/A GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. ADVISORY COMMITTEE RECOMMENDATIONS: Recommendation solicited. LEGAL CONSIDERATIONS: N/A RECOMMENDATION: To discuss the Coastal resilience plan for Collier County and make a recommendation on how to proceed. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division, Growth Management Department CAC March 9, 2017 VIII-1 New Business 4 of 4 EXECUTIVE SUMMARY Discuss the 2017 Beach Renourishment Program and make recommendations on how to proceed. OBJECTIVE: Obtain recommendation on how to proceed with the 2017 Beach Renourishment Program. CONSIDERATIONS: Beach Renourishment 2017 1. The results of the beach and inlet monitoring report is completed and the final report is being developed. 2. Based on the monitoring conducted in Late January and early February, the beach south of Doctors Pass in Naples is in need of renourishment and the beach in front of the Naples Beach Hotel also needs some renourishment. 3. Approximately 89,000 cubic yards of material is needed to renourish between Doctors Pass and R-60 to the south and 17,000 cubic yards of material at the Naples Beach Hotel. 4. Wiggins Pass is in need of renourishment having shoaled approximately 110,000 cubic yards since the last major renourishment 4 years ago. 5. Doctors Pass has only shoaled an additional 1,500 cubic yard this last year to a total of approximately 29,000 cubic yards since the last renourishment 3 years ago. Doctors pass is not in immediate need of dredging and can possibly wait another year to be dredged. However, a mobilization savings of approximately $250K to $400K can be saved it Doctors Pass and Wiggins Pass is combined together. 6. The area just south of Doctors Pass is the most highly eroded area in the County. The County has been working to permit the rebuilding of the South Jetty of Doctors Pass and permit Erosion Control structures in this area for the last 18 months. The county has also been working with the USACE and FWS for the last 12-15 months to obtain a Biological Opinion on piping plovers and red knots in this area. This consultation document is required by the USACE before a permit can be issued. On 2/27/2017 we received a draft BO for review. 7. If sand is placed on the beach south of Doctors Pass without Erosion Control Structures in place, it will erode within a year and be wasted. 8. Staff preference plan if permits can be obtained by May 1, 2017 is to: • Continue to expedite the BO from FWS and the permit from the USACE to build the Erosion Control Structures and rebuild the south jetty. Expedite the Construction to have the structures built by November 1, 2017. • Perform the design and obtain the Notice to Proceed to dredge Doctors Pass beginning November 1, 2017 and place the dredged 29,000 cubic yards of material in the area immediately south of Doctors Pass. • Perform the design and obtain the Notice to Proceed to dredge Wiggins Pass immediately following the dredging of Doctors Pass. • Perform the design and obtain the Notice to Proceed to truck haul the balance of the sand needed at Doctors Pass beaches and the beach in front of the Naples Beach Hotel after the Doctors Pass dredge fill is placed on the beach. 9. Staff’s plan, if the permit from the USACE, cannot be obtained by May 1, 2017 is to: CAC March 9, 2017 VIII-2 New Business 1 of 2 • Dredge Doctors Pass and Wiggins Pass beginning in November 1, 2017. Place the dredged sand from Doctors Pass on the beach south of the Pass, essentially wasting the 29,000 cubic yards of sand. • Do not truck haul renourish the beach in front of the Naples Beach Hotel at this time. If an emergency situation develops, then perform an Emergency Beach Renourishment. It is also important to mention that the Naples Beach Hotel refused renourishment in 2014 when staff recommended renourishment in this area. FISCAL IMPACT: N/A GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. LEGAL CONSIDERATIONS: This item does not present any legal issues at this time. - CMG RECOMMENDATION: Obtain recommendations on how to proceed with the 2017 Beach Renourishment Program. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division, Growth Management Department CAC March 9, 2017 VIII-2 New Business 2 of 2 EXECUTIVE SUMMARY Discuss the 2017 Wiggins Pass Dredging and make recommendations on how to proceed. OBJECTIVE: Obtain recommendation on how to proceed with the 2017 Wiggins Pass Dredging. CONSIDERATIONS: The Wiggins Pass survey was conducted from February 16-21, 2017. A rectified aerial photo is attached (November 22, 2016) and captures the shoaling quite well. Survey cross sections as are also attached. As the channel meanders to the north seaward of Station -2+00 and to the south from Station C-3 east to approximately Station C-9, the upland encroaches the dredge template near the mouth of the inlet. The calculations are incomplete at the moment but there is approximately 85K cy of sand available within the inlet stations from Station 15+00 east to -2+00; and anther 26K cy from Stations -2+00 east to C-27 within main interior channel or a total of approximately 111,000 cy available including the one-foot overdredge allowance for the 2013 dredge template. Wiggins Pass will require dredging in 2017. Sand disposal on either the northern and southern beaches has yet to be determined and dredging is expected after November 1, 2017 when the engineering has been completed and authorization to proceed has been obtained from the Regulatory agencies. FISCAL IMPACT: N/A GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. ADVISORY COMMITTEE RECOMMENDATIONS: Recommendation solicited. LEGAL CONSIDERATIONS: N/A RECOMMENDATION: To discuss the 2017 Wiggins Pass Dredging and make recommendations on how to proceed Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division, Growth Management Department Attachments: 1) Ariel Photo CAC March 9, 2017 VIII-3 New Business 1 of 1 2013 NORTH NEARSHORE DISPOSAL AREA Ln .:N N Lnwt/1 DDDDDD DyD� DDDDDD cfl v + + 1 p O cn 1 +o+ 00+0000c� o 0 0 0000 o O 2015 EBB SHOAL DISPOSAL AREA 2013 EBB SHOAL DISPOSAL AREA 1 INtEMP�p1E WIGGINS PASS INLET f 2013 2013 DREDGE AREA 2015 DREDGE AREA 2013 SOUTH NEARSHORE DISPOSAL AREA (NOT USED DURING CONSTRUCTION) 13.5 BAREF007 BEACH R-14.5 PRESERVE COUNTY PARK 2013 CF -15 2015 FLOOD { DISPOSAL ARi t k 2013 F .R-15.5 SHOAL DISF C N W ic) O 6S 2013 f RECORD THE M LOCATED AL SOUTH SIDE R_ 17 INLET TO R 2015 DREDGE i [l R-17.5 �� 41 k� R-18 DELNOR WIGGINS STATE PARK & MOME c # ENGINEERS I COASTAL ENGINEERING DESIGN AND PERMITTING 18.5 GULF OF MEXICO ? 19 NOTES: —4 1. PHOTOGRAPH DATED NOVEMBER 22, 2016 PROPERTY OF COLLIER COUNTY APPRAISER'S OFFICE. 0 i300 sca ,14 10-1 DETAIL 5 0 2 -5 W W -10 W -15- -20- NORTH 5 -20NORTH -25- 600 INLET CROSS SECTION: 15+00 B00 DISTANCE (FT.) LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI NO DREDGING IN 2013 OR 2015 1000 1200 MHW+0.33 SO 10 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I SEE DETAIL ABOVE I a5 I I 2------------------------------------------------------I--------------------------- MHWt+0.33'MAYO) I I —5 I I I I -10 I I W -20 I I I I -400 -200 0 200 400 600 B00 1000 1200 1400 1600 IB00 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES M[fC)1ZE COLLIER COUNTY 5679 STRAND COURT FOR: COLLIER COUNTY NAPLES, FL 34110 � ENGIN FAX: (239) 594-2025 <'oAiTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 AN DI PERMTTINGSIGN JOB: 23065 DATUM: NAVD88 FIGURE: SECTION www.humistonandmoore.com INLET CROSS SECTION: 14+00 10, DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI MHW L 0.33 NA VDZ — 0----------------------------------------\7-----------------------------------n--- 0 Q -s z 6- W _10- -20- NORTH f0-20NORTH —25- 600 800 NO DREDGING IN 2013 OR 2015 1000 1200 SOUTH DISTANCE (FT.) 10 ----------------------------- 5 � I SEE DETAIL ABOVE I Q I I z-------------------------------------j----------------------------I--------------------------- MHit 4+033'NAVD) I I 4 —5 I I I I —10 I I Lu I I -2o I I I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY <'oAiTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ENGINEERING SIGN PERMITTING AND JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com 10, DETAIL 5 a -5 2 ti v, W -f0 Lu W -15 -20- NORTH -25- 600 INLET CROSS SECTION: 13+00 1 V.4H 800 DISTANCE (FT.) LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI NO DREDGING IN 2013 OR 2015 1000 1200 MHW L 0.33 NAVD) DESIGN CUT (-12.0' NAVD) I 1.0' OVER DEPTH (-13.0' Nd SOUTH 10 r ----------------------------- I I SEE DETAIL ABOVE I Q 5 I I 2-------------------------------------j----------------------------I--------------------------- MHW+0.33'NAVD) I I -fo I -20 I I -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY <'oAiTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ENGINEERING SIGN PERMITTING ANSJOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com DETAIL 5 INLET CROSS SECTION: 12+00 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI p MHW L 0.33 NAVD) ----------------------------- -------�T-----------------------------------T�------- D Q —5 Z ti 1 V:4H w w —f0 w — —-- — — — DESIGN CUT (-12..4CD)— 1.0' OVER DEPTH (-13.0' NAVD) —15 —20 I NORTH NO DREDGING IN 2013 OR 2015 -25 600 800 1000 1200 DISTANCE (FT.) HUMISTON & MOORE ENGINEER', i [oASTAL 1 ENGINEERING DESIGN 11-1) PERMITTING RANGE (FT.) COLLIER COUNTY FOR: COLLIER COUNTY JOB: 23065 JDATUM: NAVD88 JFIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com 10 -----------------------------I Q 5 I SEE DETAIL ABOVE I I I Z —-- -------------------------------------j------------ — --------- H4+0.33'NAVD) ---I--------------------------- MW 4 —5 —f0 —2o I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 HUMISTON & MOORE ENGINEER', i [oASTAL 1 ENGINEERING DESIGN 11-1) PERMITTING RANGE (FT.) COLLIER COUNTY FOR: COLLIER COUNTY JOB: 23065 JDATUM: NAVD88 JFIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 11 +00 10-1 DETAIL 5 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI L 0 33 NAVD) 0MHW ----------------------------------�7----------------------------------77--------- O Q —5 2 ti 1 V:4H DESIGN CUT (-12.0' NAVD)- 1.0' OVER DEPTH (-13.0' NAVD) —15 —20 NORTH NO DREDGING IN 2013 OR 2015 —25 600 800 1000 1200 2013 DISPOSAL DISTANCE (FT.) 10 r----------------------------1 5 I SEE DETAIL ABOVE I I I - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - --------- ---- -- ----I--------------------------- MHW _(+0.33' NAVD) ------- I I —5 I I -10 15 I I I I .20 I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY I COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN I ENGINEERING DESIGN AND PERMITTING JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 10+00 f0, DETAIL m LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI MHW +0.33 NAVD O Q —5 Z 1 V. 4H W _ W —f0 Lu W DESIGN CUT (-12.0' NAVD) 1.0' OVER DEPTH (-13.0' NAVD)- -15 —20 I NORTH NO DREDGING IN 2015 -25 600 800 1000 1200 2013 DISPOSAL DISTANCE (FT.) 10-----------------------------� 5 I SEE DETAIL ABOVE I I I -------------------------------------j------------------I--------------------------- MHW4+0.33'NAVD) I I —5 I 10 15 I I I I 20 I I I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY I ENGINEERS FOR: COLLIER COUNTY 4 'r :OASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ANTI PE RMTT NGSIGN JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 9+00 10, DETAIL 5 0{------------------------------- O Z -5 w —10 W -15 -20 NORTH -25 600 DESIGN CUT (-12.0' NAVD) 1.0' OVER DEPTH (-13.0' NAVD) 800 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI -------------------------------------------- MHW +0.33 NAVD NO DREDGING IN 2015 1000 1200 SOU 2013 DISPOSAL DISTANCE (FT.) 10-----------------------------� I SEE DETAIL ABOVE I a 5 I I Z-------------------------------------I----------------------------I--------------------------- MHW +0.33'NAVD) I I -5 AI fv -10 W I I W -15 I I -20 I I I I -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON & MOORE ` ENGINEER! I COASTAL I ENGINEERING DESIGN AND PERMITTING COLLIER COUNTY FOR: COLLIER COUNTY JOB: 23065 JDATUM: NAVD88 JFIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 8+00 10-1 DETAIL LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI MHW L+0.33 NAVD) D--------------------------------------------------------fir---fir-- 0 Q -5 2 I_z GN CUT -7.0' -8.0' NAVD) — W _10- Li 10 W 2013 DGN CUT (-12.0' NAVD) 1.0' OVER DEPTH (-13.0' NA VD) -15 -20 N -25 600 800 DISTANCE (FT.) 1000 SOUTH 1200 102013 DISPOSAL r----------------------- 5 2015 i SEE DETAIL ABOVE Q MHW +0.33' NAVD -20 I -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ml ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ANGI PE RMIrT NG IGN JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 7+00 10, DETAIL w LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI MHW � 0.33 A_ D) 0-----------------------------\T------\V-------------------7�---�r---- Q —5 Z �2015 DESIGN CUT (-7.0' AVD) 1.0' OVER DEPTH (-8.0' NAVQ w—10� 1V: W 2013 DESIGN CUT (-12.0' NAVD)— 1.0' OVER DEPTH (-13.0' NAVD) — —15 —20 — NORTH SOUTH 2s 600 800 1000 1200 DISTANCE (FT.) —20 I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ml ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ANGI PE RMIrT NG IGN JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com 10 2013 DISPOSAL -1r------------------------ 0 5 r2015 i SEE DETAIL ABOVE Z --------------------------------------- — — — — — — — -------------------------------- MHW +0.33 NAVD —5 I I W I I W —15 I I —20 I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ml ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ANGI PE RMIrT NG IGN JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 6+00 10-1 DETAIL LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 POST -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI W L N_ KDi p-------------------------------- ---------------- IT------7T----MH+0.33 -- a -5 Z Ll 2015 DESIGN CUT (-7.0' NAVD) 1.0' OVER DEPTH (-8.0' NAVD) LLJ-10� 1V:4H W 2013 DESIGN CUT (-12.0' NAVD) 1.0' OVER DEPTH (-13.0' NAVD) -15 -20 NORTH SOUTH -25 600 800 1000 1200 DISTANCE (FT.) 10 2013 DISPOSAL - - - - - - - - - - - - - - - - - - - - - - - - - 0 5 - 2015 SEE DETAIL ABOVE Q---------------------------------- -- 3' ---------H-0NAVD W W -15 -20 or 111111= -Am -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ENGINEERING PERMTTINGSIGN AND JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 5+00 10-1 DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 POST -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI W L_ KDi O ---------------------------------\7----------------- /T ----7T------ MH+0.33 N -- 0 a -5 Z Ll 2015 DESIGN CUT (-7.0' NAVD) 1.0' OVER DEPTH (-8.0' NAVD) LLJ-10� 1V. -4H W 2013 DESIGN CUT (-12.0' NAVD) 1.0' OVER DEPTH (-13.0' NAVD) —15 —20 NORTH SOUTH —25 600 800 1000 1200 DISTANCE (FT.) 10 2013 DISPOSAL r-----------------------7 0 5 2015 SEE DETAIL ABOVE Z ------------------------------- ------1-------- ------------------------------------ MHW +0.33' NAVD —5 — I — I I — W —2o I I I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ENGAND PE RM ITT N GSIGN JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 4+00 10, DETAIL 5 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI MHW +0.33 NAVDi p-------------------------�T-----R-----------------7/-----7T---------- 0 Q —5 Z 2015 DESIGN CUT (-7.0' NAVD) 1.0' OVER DEPTH (-8.0' NAVD) w —10� 1V:4H W 2013 DESIGN CUT (-12.0' NAVD) —15 1.0' OVER DEPTH (-13.0' NAVD) —20 NORTH —25 600 800 DISTANCE (FT.) a SOUTH 1000 1200 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY �1 COASTAL DATE: 12 1 1 1 FILE: PROFILE SCALE: SHOWN ENGINEERING SIGN PERMITTING AND JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com 10 2013 DISPOSAL r------------------------- 0 5 2015 SEE DETAIL ABOVE WHIM +0.33' NAVD ------------------------------------ —5 �^ —10 I W I W —15 I —20 I I I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY �1 COASTAL DATE: 12 1 1 1 FILE: PROFILE SCALE: SHOWN ENGINEERING SIGN PERMITTING AND JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 3+00 DETAIL LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI 5 0 ---------------------- -- MHW+0.33 NAVDZ SIGN CUT (-7.0' NAVD) — 1.0' OVER DEPTH (-8.0' NAVD) — w -f0 1V.. J W 2013 DESIGN CUT (-12.0' NAVD) 1.0' OVER DEPTH (-13.0' NAVD) -15 -20 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORS COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN I ENGINEERING DESIGN AND PERMITTING JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com NORTH SOUTH - 25 600 800 1000 1200 DISTANCE (FT.) 10 2013 DISPOSAL r------------------------- 5 2015 — i SEE DETAIL ABOVE NOW +0.33' NAVD ------------------------------------ -5 _ -f0 I I - W I I W -15 I I -20 I I I I -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORS COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN I ENGINEERING DESIGN AND PERMITTING JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 2+00 10, DETAIL 5 Ofi----------------------R-----R-------------- 0 Q —5 Z C AVD) 1.0' OVER DEPTH (-8.0' NAVD) W —10 1V:4H W 2013 DESIGN CUT (-12.0' NAVD)-- 1.0' OVER DEPTH (-13.0' NAVD) —15 —20 NORTH —25 600 800 DISTANCE (FT.) LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI —. _---------- MHW L+0.33 NAVDI 1000 SOUTH 1200 10 r----------------------- 1 5 SEE DETAIL ABOVE I ------------------------------------------ — ----- —-------------------------------------- WHIN +0.33'NAVD) I —5 — I � I 10 I I 15 I I I I 20 I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY ItENGINEERS FOR: COLLIER COUNTY sJ �N1OASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN E�GAINEEIRING PERMITTING JOB: JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 1 +00 10, DETAIL 5 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI MHW �+0.33 NAVDi 0--------------------�T------------------7F------7�----------------- Z -5 ti W W _10- - 15 10-15-20NORTH -25- 600 2015 DESIGN .0' NAbD 1.0' OVER DEPTH (-8.0' NAVD) I V. -4H 2013 DESIGN CUT (-12.0' NA 1.0' OVER DEPTH (-13.0' NA 800 1000 SOUTH 1200 DISTANCE (FT.) 10 r----------------------- 1 SEE DETAIL ABOVE aZ I -5------------------------------------------------- I------- - - - - - - --------A------------------ MHW 4+0.33' NAVD -f0 W I I W -15 -20 I I -800 -600 -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY a COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ENGANDNEERING PERMITTING JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com INLET CROSS SECTION: 0+00 10, DETAIL 5 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI MHW L p-------------------7----R--------------T�------T�+0.33 NAVD ------------------- 0 Q —5 Z 2015 DESIGN CUT (-7.7C-NA" 1.0' OVER DEPTH (-8.0' NAVD) W —10� 1V:4H W 2013 DESIGN CUT (-12.0' NAVD)— 1.0' OVER DEPTH (-13.0' NAVD) —15 —20 NORTH —25 600 800 DISTANCE (FT.) 1000 SOUTH 1200 10 r----------------------- 1 Q5 i SEE DETAIL ABOVE Z -------------------------------------A------ — ---- — --------j------ l--- ---------------------- MHW4+0.33' NAVD) —10 I 4, I — — -- W —20 I I I —400 —200 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE & MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY � s1 COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN ENGANDNEERING PERMITTING JOB: 23065 DATUM: NAVD88 FIGURE:SECTION 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com LEGEND INLET CROSS SECTION: — 1 +00 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 10 j 5 2 -5 -10 W W -15 -20 -600 -400 500 -200 0 600 800 1000 1200 RANGE (FT.) r-------------------------1 I SEE DETAIL ABOVE I I -----------I----------- --- ------- - - - - - - - - - - - - - - - - - - - - - - - MHffj±ajX X NAVD) I I I I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) LEGEND INLET CROSS SECTION. -2+00 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 10 DETAIL 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 5- 0 -----------------77---- %---- ---- � ---- MHW f+0.33 NAV 0) 2 -5- DESIGN CUT (-8.4' NAVD) >-f0 1.0' OVER DEPTH (-9.4' NAVD) Lud W -15 -20 N -25 200 10 j 5 ---------------------- 2 -5 j -f0 W -15 -800 -600 -400 -200 0 NO DREDGING IN 2015 SOUTH 400 600 800 RANGE (FT.) r -------------------------I I SEE DETAIL ABOVE I I L - - - - r -/ ----3-------------------------------- MHW J+0.33' NAVD) I I I I I I I I I I I I 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C3 10-1 DETAIL 5 0--v ----------- 0 - R -5 Z ti W _10- -i W -15- -20- NORTH 5-20NORTH -25 -50 0 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI ------------------------------------ MHW L+0.3 AVD) DESIGN CUT (-7.7' NAVD) 1.0' OVER DEPTH (-8.7' NAVD) NO DREDGING IN 2015 SOUTH 200 400 600 RANGE (FT.) 10-----------------------------� 0 5 SEE DETAIL ABOVE I Q Z ----------- ------0 MHW-(±0_33 _NAVD) I -10 I La -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES M[fC)1ZE COLLIER COUNTY 5679 STRAND COURT NAPLES, FL 34110 ENGIN EERS FOR: COLLIER COUNTY FAX: (239) 594-2025 COASTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 ENGINEERING SIGN PERMITTING ANDJOB: 23065 DATUM: NAVD88 FIGURE: SECTION www.humistonandmoore.com CHANNEL CROSS SECTION: C4 10 DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 0 ------------------------------------ MHW +0.33 NAVI Q - 5-1 1 V:4H DESIGN CUT (-7.7' NAVD) 1.0' OVER DEPTH (-8.7' NAVD) W -10 W -15 -20 NORTH NO DREDGING IN 2015 SOUTH -25 -50 0 200 400 600 RANGE (FT.) 10 r------------------------- 5 I SEE DETAIL ABOVE I Qp - 0 - �------_------ -- ----I --- ---------------------------------MHW-(±0_33=NAVD) z I Lu� I I -15 I I W -20- -25- 0 20 -250 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES Mix)iZE COLLIER COUNTY 5679 STRAND COURT FOR: COLLIER COUNTY NAPLES, FL 34110 � ENGINEERS FAX: (239) 594-2025 a rOASTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 A 11) PERMTTNGSIGN JOB: 23065 DATUM: NAVD88 FIGURE: SECTION www•humistonandmoore.com 10 -__I II 5 0 0 Q -5 z ti W W -10 W -15 -20 -25 -50 CHANNEL CROSS SECTION: C5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E .7n19_na oor_CON TERRAQUATI(' 'EAR MONITORING SDI 'EAR MONITORING SDI 0 200 400 600 RANGE (FT.) 10-----------------------------� 5 SEE DETAIL ABOVE I Q 0_____ -- - - - - ----- --_ WL +0.33' NAVD -----------------------------------------� — — ) z I -5 I I -10 I W -15- Li -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES M[)C)HE COLLIER COUNTY 5679 STRAND COURT FOR: COLLIER COUNTY NAPLES, FL 34110 � ENGINEERS FAX: (239) 594-2025 a COASTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 ENGINEERING SIGN PERMITTING AND JOB: 23065 DATUM: NAVD88 FIGURE:SECTION www.humistonandmoore.com CHANNEL CROSS SECTION: C6 10, DETAIL 5 0 1 O Q -5 z ti W W -10 Lw W -15- -20- -25 5-20-25 -50 0 DESIGN CUT (-7.7' NAVD) 1.0' OVER DEPTH (-8.7' NAVD) 200 RANGE (FT.) 1 V. -4H LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI MHW +0.33 NAVD NO DREDGING IN 2015 SOUTH 400 600 10 ------------------------------ 5 SEE DETAIL ABOVE I a 0 ------ ---- - - ----- --- - I HW M+0.33'-NAVD z W � I -15 I W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) 10-1 DETAIL 5 0 O a -5 2 ti W W -f0 Lu W -15 -20- NORTH -25 -50 0 CHANNEL CROSS SECTION: C7 2013 & 2015 DISPOSAL LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 1 V. -4H DESIGN CUT (-7.7' NAVD) 1.0' OVER DEPTH (-8.7' NAVD) NO DREDGING IN 2015 200 400 RANGE (FT.) SOUTH 600 10-----------------------------� 5 SEE DETAIL ABOVE I --------- -_ -- --- --- - I MHW +0.33=NAVD i Z 0 �\ I g -5 uj -15 j W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) 10, DETAIL 5 0 O Q -5 2 ti w w -10 Lw W -15 -20 NORTH -25 -50 0 DESIGN CUT 1.0' OVER DEPTH CHANNEL CROSS SECTION: C8 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 200 RANGE (FT.) NO DREDGING IN 2015 400 600 SOUTH 10-----------------------------� 5 SEE DETAIL ABOVE I Q0 -------- -- -- ---- --------------------------------------MHW-(±0_33=NAVD) 2 I -5- _10- W 5 -10 W -15- -20- -25- 0 -20-250 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C9 10-1 DETAIL LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 5 2013 & 2015 DISPOSAL - - - MHW L-+0.33 NAVD) --- 0 i 0 1 V:4H Z -5 DESIGN CUT -7.7' NAVD) 1.0' OVER DEP (-8.7' NAVD) w -f0 W -15 -20 NORTH -25 -50 0 200 RANGE (FT.) NO DREDGING IN 2015 400 SOUTH 600 10 ----------------------- -1 5 SEE DETAIL ABOVE I Q0 ---- ---- i-- ----- ---I----------------------------------------MHW-(±(L33=NAVD) Z 9 -5 - v I -10 I LAj -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) 0 CHANNEL CROSS SECTION: C 10 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E ""RAQUATIC ❑TORING SDI IITORING SDI -50 0 200 400 600 RANGE (FT.) 10 ------------------------ SEE DETAIL ABOVE I 5- --=1 a 0 ------ -----------------------------------------------MHW-(±0_33=NAVD) z � -5 •� � I -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C 11 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E N TERRAQUATIC MONITORING SDI MONITORING SDI -50 0 200 400 600 RANGE (FT.) 10 ------------------------ SEE DETAIL ABOVE I 5 Q 0 ------------- ------ '--------------------------------------- ----MHW-(±0_33'-NAVD) 2 � -5 V I � -f0 j -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) R. Q z -s -50 0 200 400 600 CHANNEL CROSS SECTION: C12 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E on,a_na cor—CON TERRAQUATIC 'EAR MONITORING SDI 'EAR MONITORING SDI RANGE (FT.) 10 ------------------------ SEE DETAIL ABOVE 0 5 Q 0 ------------ -------/ —------------------------------------------MHW—(±0_33' NAVD) z I —5 U —10 Ld —15 W —20 I —25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C 13 f0, DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 2013 DISPOSAL p-----------------------------(\�\-------------------- -MHW+/:.31�AVDZ 1 V:4H \\ - Z -5 -5.6' NAVD DESIGN CUT (-7.7' NAVD) - 1.0' OVER DEPTH (-8.7' NAVD) w -f0 uj W -15 -20 N —2s -50 0 200 RANGE (FT.) NO DREDGING IN 2015 400 SOUTH 600 10 ------------------------1 5 SEE DETAIL ABOVE I Q0 ------------ Z -- I --------------------------------------------M 1' NAVD ) -5 - I -10 j -i5 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C 14 10-1 DETAIL 5 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI 2013 DISPOSAL 0 -------------------- -------- ------------ MHW+0.33 VD) Z —5 —5.8' NAVD U- DESIGN CUT (-7.7' NAVD) 1.0' OVER DEPTH (-8.7' NAVD) W —10 uj W —151 —20 N —2s —50 0 200 RANGE (FT.) NO DREDGING IN 2015 400 SOUTH 600 10 ------------------------ 5 SEE DETAIL ABOVE p Q 0 ------- ---- --------------------------------------------MHW—(±033-NAVD) —5- U- — 10 sv;-10 ✓/ —15 � W —20 I —25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C15 10-1 DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI t 2013 DISPOSAL --------------------- -------- MHW+0.33 NAVDL 0 \--------------------77------ O Q -5 z DESIGN CUT (-7.7' NAVD) 1.0' OVER DEPTH (-8.7' NAVD) LLJ -10 W -15 -20 N -25 -50 0 200 RANGE (FT.) NO DREDGING IN 2015 400 SOUTH 600 10 ------------------------ 5 SEE DETAIL ABOVE Q0 --_------- MHW ±0_33' NAVD z-- ------ ----I—---------------------------------------- -5- U- - --------------------------------------- 1 ) -5 ` -10 —1s W -20 I -25 1 1 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C 16 f0, DETAIL 1.1 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 2013 & 2015 DISPOSAL—{ p -------------------- -- - I ------ --- MHW+0.33 NAVDZ 1 V:4H O Q -5 Z DESIGN CUT (-7.6' NAVD) 1.0' OVER DEPTH (-8.6' NAVD) LAJ -10 W -15 -20 N -25 -50 0 200 RANGE (FT.) NO DREDGING IN 2015 400 SOUTH 600 10 ------------------------1 5 SEE DETAIL ABOVE I -I1I ----�� ----- -----------------------------------MHW (±_3_AVD)0--------I i --- ------ L-159 -5- U- 10- _2D 5U-10-20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES M[fC)1ZE COLLIER COUNTY 5679 STRAND COURT FOR: COLLIER COUNTY NAPLES, FL 34110 ENGIN FAX: (239) 594-2025 COASTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 ENGNEERINGANDI PE RMTT NGSIGN JOB: 23065 DATUM: NAVD88 FIGURE: SECTION www•humistonandmoore.com DETAIL 5 CHANNEL CROSS SECTION: Cl 7 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 2015-06 PRE—CON TERRAQUATIC 2015-12 POST—CON TERRAQUATIC 2015-12 2—YEAR MONITORING SDI 2017-02 3—YEAR MONITORING SDI 0 ---------------------2013 & 2015 DISPOSAL—{ --- MHW +0.33 NAV_ iV:4H -------------- I --------------------------------- --- T_ O Q -5 2 DESIGN CUT (-7.6' NAVD) 1.0' OVER DEPTH (-8.6' NAVD) LLJ -10 W -15 -20 N -25 -50 0 200 RANGE (FT.) 400 600 (2013 & 2015 TEMPLATE) 10 -------------------------------- 7 SEE DETAIL ABOVE I 0 5 I Q0-------------�--7--------------I---------------------------------MHW1±0_33' NAVD) 10- -15 W -20 I -25 1 1 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILE MOORE COLLIER COUNTY ENGINEERS FOR: COLLIER COUNTY JI COASTAL DATE: 12 11 1 FILE: PROFILE SCALE: SHOWN 1 ENGINEERING DESIGN AND PERMITTING JOB: 23065 DATUM: NAVD88 FIGURE:SECTION SOUTH 800 5679 STRAND COURT NAPLES, FL 34110 FAX: (239) 594-2025 PHONE: (239) 594-2021 www.humistonandmoore.com CHANNEL CROSS SECTION: C 18 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E onIa_na oor_CON TERRAQUATIC 7 -CON TERRAQUATIC 'EAR MONITORING SDI 'EAR MONITORING SDI W -f0 uj W -15 -20 -25 -50 0 200 RANGE (FT.) 400 600 10 r-------------------------1 I SEE DETAIL ABOVE I 0 5 I I Q 0-1 ----------- --------------------------------------------------MHW�±033-NAND) Z I 9 -5- U- - 10 5 U--10 -15 W _20- -25- 0 20 -250 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES M[fC)1ZE COLLIER COUNTY 5679 STRAND COURT FOR: COLLIER COUNTY NAPLES, FL 34110 I � ENGIRTEERS FAX: (239) 594-2025 1 COASTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 AND ENGINEERINGPE VERMTT NG SIGN JOB: 23065 DATUM: NAVD88 FIGURE:SECTION www•humistonandmoore.com DETAIL Fi CHANNEL CROSS SECTION: C 19 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI p-----------------------------------------T---------------/r MHW L+0.33 NAVD) iV:4� I //i----- � a -5 2 DESIGN CUT (-7.5' NAVD) 1.0' OVER DEPTH (-8.5' NAVD) NORTH CHANNEL LLJ-10 W -15 -20 NORTH NO DREDGING IN 2015 SOUTH -25 -50 0 200 400 600 RANGE (FT.) iv------------------------ SEE DETAIL ABOVE 5- 0 ----- IIII - -H-W-(± 0- 3=-AVD) f0 -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C20 10-1 DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-06 PRE -CON TERRAQUATIC 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI MHW f+0.33 NAVDL 0 --------- 1 V --------------- l ----�---------------1`-; p r_ :4H O � 2 -5 -5.6' NAVD DESIGN CUT (-7.4' NAVD) \ - 7- 1.0' OVER DEPTH (-8.4' NAVD) w -10 NORTH CHANNEL MAIN CHAN uj W -15 -20 N -25 -50 0 NO DREDGING IN 2015 200 400 RANGE (FT.) SOUTH 600 10 ------------------------ 5 SEE DETAIL ABOVE Q 0 - ---- ----- - ----- MHW +0.33' NAVD z -5 -10 LLJ -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C21 10, DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 0 _ _ _ _ MHW +0.33 NAVD 1 V.4H O Z-5 V 4.9' NAVD DESIGN CUT (-7.3' NAVD) -\ v 1.0' OVER DEPTH (-8.3' NAVD) - W -10 i W -15 -20 NORTH NO DREDGING IN 2015 SOUTH -50 0 200 400 600 RANGE (FT.) 10 ------------------------ 5 SEE DETAIL ABOVE I Q 0 ------------- ----- I MHW ±0_33' NAVD) ----I I------------------------------------------ -( z -5 t I I -10 I uj -15 W _20- -25- 200 20-25 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) fo DETAIL 5 0 D 2 -5 W -10- i W -15- -20- -25 5-20-25 -50 10 0 5 Q 0 Z -5 -10 W -15 uj W -20 -25 CHANNEL CROSS SECTION: C22 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI _ _ _ _ MHW +0.33 NAVD - - ----= 1 V5 .Q -4.0' NAVD W, DESIGN CUT (-7.3' NAVD) 1.0' OVER DEPTH (-8.3' NAVD) NORTH NO DREDGING IN 2015 SOUTH 0 200 400 600 RANGE (FT.) ------------------------ SEE DETAIL ABOVE I I ------------- ---------I------------------------------------------MHW-(±0_33' NAVD) I I I I I I I 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C23 10, DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 0 ---------------H ____ MHW +0.33 NAVD 7777 O Z -5 DESIGN CUT (-7.2' NAVD) , 1.0' OVER DEPTH (-8.2' NAVD) - W _10- i W -15 -20 NORTH NO DREDGING IN 2015 SOUTH -25 -50 0 200 400 600 RANGE (FT.) 10 ------------------------ Qz SEE DETAIL ABOVE 50II ------------------------------------------MHW 10_3�' AVD) -5 I -f0 uj -15 W -20- -25- 0 20-250 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) DETAIL 5 CHANNEL CROSS SECTION: C24 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 0 \� 11 _ _ _ _ --w- 33 NAVD)_-IV-.-4 H Q -5 2 4 DESIGN CUT (-7.1' NAVD) 1.0' OVER DEPTH (-8.1' NAVD) W -10 W -15 -20 NORTH NO DREDGING IN 2013 OR 2015 SOUTH -25 -50 0 200 400 600 RANGE (FT.) lu------------------------ 5 SEE DETAIL ABOVE I Q0 ------ -- - ----- I MHW ±0.33'_NAVD 2 I -5- 10- Li 5 f0Li -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) CHANNEL CROSS SECTION: C25 10, DETAIL 5 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 0 ----- -------------tMHW 0.33 NAVD)_ iV:�� 1j L-+ 0 a -5 Z DESIGN CUT (-7.1' NAVD) 1.0' OVER DEPTH (-8.1' NAVD) W -10 W -15 -20 NORTH NO DREDGING IN 2013 OR 2015 SOUTH -25 -50 0 200 400 600 RANGE (FT.) 10 ------------------------I 5 SEE DETAIL ABOVE I 0 -------------- ---- I MHW ±0_31' NAVD z - I -5- _10- UA 5 -10 UA -15 W -20 I -25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) LEGEND /� CHANNEL CROSS SECTION: C26 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 10 DETAIL 2015-12 2 -YEAR MONITORING SDI 2017-02 3 -YEAR MONITORING SDI 5- MHW +0.33 NAVD 0 _ _ 1 V:4H T1- Q 2 -5 _ - 4 DESIGN CUT (-7.0' NAVD) 1.0' OVER DEPTH (-8.0' NAVD) W -f0 L" W -15 -20 NORTH NO DREDGING IN 2013 OR 2015 SOUTH -25 -50 0 200 400 600 RANGE (FT.) 10 ----------------------- -1 5 SEE DETAIL ABOVE I p a0 I -------------- --------I---------------------------------MHW-(±0_33=NAVD) 2 I -5- 5 -10- -f015W 15- Lu -20- 20-25 -25- 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) HUMISTON WIGGINS PASS BEACH, INLET & CHANNEL PROFILES M[fC)1ZE COLLIER COUNTY 5679 STRAND COURT � ]ENGINEERS FOR: COLLIER COUNTY NAPLES, FL 34110 FAX: (239) 594-2025 coASTAL DATE: 12/11 1 FILE: PROFILE SCALE: SHOWN PHONE: (239) 594-2021 AN DI PE RMTT NGSIGN JOB: 23065 DATUM: NAVD88 FIGURE: SECTION www•humistonandmoore.com 1 0 z Lu W —2 —2: —50 CHANNEL CROSS SECTION: C27 LEGEND 2013-03 PRE -CONSTRUCTION SDI 2013-09 POST -CONSTRUCTION OLIN 2014-08 1 -YEAR MONITORING M&E 'EAR MONITORING SDI 'EAR MONITORING SDI 0 200 400 600 RANGE (FT.) 10 -------------------------I 5 SEE DETAIL ABOVE I Q 0 ----- I MHW ±0_33=NAND ------------------I------------------------------------------ ) z I -5 I I -10 I -15 W —20- -25- 20-25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) 10 -- II 5 0 O Q —5 Z ti W —10 W —15 —20 —25 —50 CHANNEL CROSS SECTION: C28 LEGEND 2013-03 PRE—CONSTRUCTION SDI 2013-09 POST—CONSTRUCTION OLIN 2014-08 1—YEAR MONITORING M&E 0 200 400 600 RANGE (FT.) 'EAR MONITORING SDI 'EAR MONITORING SDI 10 ------------------------1 5 SEE DETAIL ABOVE I Q ------------------I------------------------------------------ AVD )0 _N z I —5 I I —f0 I La —15 W —20 I —25 0 200 400 600 800 1000 1200 1400 1600 1800 2000 RANGE (FT.) EXECUTIVE SUMMARY Discuss the 2017 Doctors Pass Dredging and make recommendations on how to proceed. OBJECTIVE: Obtain recommendation on how to proceed with the 2017 Doctors Pass Dredging. CONSIDERATIONS: The Doctors Pass monitoring survey was conducted on February 22, 2017. The attachment shows contour changes from last year (2016) to the most recent survey (2017). The second page of the attachment shows contours above -5 feet mean-low water for 2017 to give an indication of shallow spots. The volume available to dredge is approximately 27,230 cubic yards, an increase of 1,260 cubic yards since last year (April 2016 monitoring survey). The cross sections for the inlet follow the maps on the first three pages of the attached file. Not much change since last year. The sand will be placed on the beaches south of Doctors Pass as per the permitted dredge template. FISCAL IMPACT: N/A GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. ADVISORY COMMITTEE RECOMMENDATIONS: Recommendations solicited. LEGAL CONSIDERATIONS: N/A RECOMMENDATION: To discuss the 2017 Doctors Pass Dredging and make recommendations on how to proceed. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division, Growth Management Department Attachments: 1) Doctors Pass Aerial CAC March 9, 2017 VIII-4 New Business 1 of 1 EC11+00EC15+70EC15+00EC14+00EC13+00EC12+43EC11+86EC10+00EC9+00EC8+00EC7+08EC6+46E 1 +8 9 E 1 +4 1 E 1 +2 4 E 0 +7 2 E 0 +3 4 E 0 +0 0 E2+36 E3+24 E4+85 E4+12 E6+78E6+59 E5+71 E7+64 E9+10 E8+56 E10+51 E10+10 E9+75 E12+39 E11+63E11+35 E14+11 E13+16 E17+51 E16+90 E16+29 E15+67 E15+06 W1+06 W0+52 W0+00 W2+60 W1+83 W14+26 W13+38 W12+71 W12+03 W11+06 W10+08 W9+10 W8+12 W7+25 W6+25 W19+51 W18+63 W17+76 W16+88 W16+00 W15+13 W3+38 W5+25 W4+25 W3+56 TB1TB2TB3TB4EC5+00EC4+00EC3+00EC2+00EC1+00EC0+00EC5+83PERMITTED DREDGE TEMPLATE NOTES: 1. CONTOURS BASED ON THE MONITORING SURVEYS CONDUCTED BY M&E AND SDI DATED FEBRUARY 2017 AND APRIL 2016. 2. PHOTOGRAPH DATED JANUARY 2014 COURTESY OF COLLIER COUNTY. 3. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. 0 100 200 300 FIGURE 6. DOCTORS PASS INLET MONITORING AREA CONTOUR CHANGE MAP APRIL 2016 TO FEBRUARY 2017 (THREE TO FOUR-YEAR MONITORING SURVEY) GULF OF MEXICO -6 -5 -4 -3 -2 -1 0 1 2 3 4 ELEVATION CHANGE IN FEET12 EC11+00EC15+70EC15+00EC14+00EC13+00EC12+43EC11+86EC10+00EC9+00EC8+00EC7+08EC6+46E 1 +8 9 E 1 +4 1 E 1 +2 4 E 0 +7 2 E 0 +3 4 E 0 +0 0 E2+36 E3+24 E4+85 E4+12 E6+78E6+59 E5+71 E7+64 E9+10 E8+56 E10+51 E10+10 E9+75 E12+39 E11+63E11+35 E14+11 E13+16 E17+51 E16+90 E16+29 E15+67 E15+06 W1+06 W0+52 W0+00 W2+60 W1+83 W14+26 W13+38 W12+71 W12+03 W11+06 W10+08 W9+10 W8+12 W7+25 W6+25 W19+51 W18+63 W17+76 W16+88 W16+00 W15+13 W3+38 W5+25 W4+25 W3+56 TB1TB2TB3TB4EC5+00EC4+00EC3+00EC2+00EC1+00EC0+00EC5+83PERMITTED DREDGE TEMPLATE NOTES: 1. CONTOURS BASED ON THE MONITORING SURVEY CONDUCTED BY SDI DATED FEBRUARY 2017. 2. PHOTOGRAPH DATED JANUARY 2014 COURTESY OF COLLIER COUNTY. 3. HYDROGRAPHIC & TOPOGRAPHIC CONTOURS ARE INTERPOLATED FROM SURVEY DATA AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL CONDITIONS MAY VARY. 0 100 200 300 FIGURE 9. DOCTORS PASS MONITORING AREA CONTOUR MAP ELEVATIONS ABOVE -5.0 MLW (-6.7 NAVD) FEBRUARY 2017 (FOUR-YEAR MONITORING SURVEY) GULF OF MEXICO -6.7 -6 -5 -4 -3 -2 -1 0 ELEVATION IN FEET (NAVD)15 STATION NORTHING EASTING AZIMUTH STATION NORTHING EASTING AZIMUTH (FEET) (FEET) (DEGREES) (FEET) (FEET) (DEGREES) EC0+00 669515.4 388244.3 161 TB1 670216.3 390061.1 202 EC1+00 669548.1 388338.8 161 TB2 670238.8 390005.5 202 EC2+00 669580.8 388433.3 161 TB3 670261.3 389949.8 202 EC3+00 669613.5 388527.8 161 TB4 670283.7 389894.2 202 EC4+00 669646.2 388622.3 161 E11+63 670368.4 390186.1 113 EC5+00 669678.9 388716.8 161 E12+39 670438.4 390216.3 113 EC5+83 669706.1 388795.6 160 E13+16 670508.5 390246.4 113 EC6+46 669728.2 388854.1 159 E14+11 670595.6 390284.5 114 EC7+08 669750.3 388912.7 163 E15+06 670682.7 390322.6 106 EC8+00 669771.8 389001.6 166 E15+67 670743.2 390332.4 99 EC9+00 669795.2 389098.8 166 E16+29 670803.7 390342.2 99 EC10+00 669818.7 389196.0 166 E16+90 670864.3 390351.9 99 EC11+00 669842.2 389293.3 166 E17+51 670924.8 390361.7 99 EC11+86 669862.3 389376.8 160 W0+00 670276.7 389935.3 85 EC12+43 669887.2 389428.1 154 W0+52 670328.8 389930.9 83 EC13+00 669912.0 389479.5 154 W1+06 670382.0 389921.7 75 EC14+00 669955.5 389569.5 154 W1+83 670454.8 389896.2 71 EC15+00 669999.1 389659.5 154 W2+60 670527.5 389870.8 71 EC15+70 670029.6 389722.6 154 W3+38 670600.3 389845.4 72 E0+00 669292.0 390238.0 64 W3+56 670617.9 389840.1 80 E0+34 669323.0 390223.0 68 W4+25 670686.9 389837.5 88 E0+72 669359.0 390211.0 77 W5+25 670786.9 389833.8 88 E1+24 669410.0 390204.0 79 W6+25 670886.8 389830.0 88 E1+41 669426.5 390199.8 76 W7+25 670986.7 389826.3 88 E1+89 669473.0 390188.0 72 W8+12 671074.0 389823.0 89 E2+36 669517.0 390171.0 63 W9+10 671171.7 389822.2 90 E3+24 669591.0 390123.5 57 W10+08 671269.5 389821.5 90 E4+12 669665.0 390076.0 64 W11+06 671367.2 389820.7 90 E4+85 669733.9 390052.3 71 W12+03 671465.0 389820.0 90 E5+71 669815.5 390024.0 73 W12+71 671532.5 389820.0 90 E6+59 669900.3 390001.0 85 W13+38 671600.0 389820.0 94 E6+78 669918.9 390002.6 105 W14+26 671687.0 389828.0 95 E7+64 669997.7 390038.7 113 W15+13 671774.0 389836.0 95 E8+56 670082.7 390072.5 112 W16+00 671861.0 389844.0 94 E9+10 670133.3 390092.6 112 W16+88 671948.5 389848.8 93 E9+75 670193.8 390116.7 112 W17+76 672036.0 389853.5 93 E10+10 670226.2 390129.6 112 W18+63 672123.5 389858.3 93 E10+51 670264.1 390144.7 112 W19+51 672211.0 389863.0 93 E11+35 670342.4 390175.8 112 CONTROL INFORMATION EXECUTIVE SUMMARY Provide information regarding the Collier Creek Modeling RFP No. 17-7097. OBJECTIVE: To provide information for the upcoming Collier Creek Modeling project. CONSIDERATIONS: Request for Proposal for NO. 17-7097 for Collier Creek Modeling was posted for solicitation on February 1, 2017. Deadline for said proposals were March 3, 2017. Email notices were sent out to 1701solicitors. There were 93 solicitations downloaded and 2 proposals were received on March 3, 2017. A committee will be set up to open the proposals for review. Another meeting will then be made to make a recommendation for 17-7097. Proposals were received by CB&I Coastal Planning & Engineering and Atkins Engineering. FISCAL IMPACT: N/A – Information only. GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. RECOMMENDATION: To provide information for the upcoming Collier Creek Modeling RFP No. 17-7097. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division, Growth Management Department Attachments: 1) Summary of Proposers CAC March 9, 2097 VIII-5 New Business 1 of 1 Summary of Proposers RFP #: 17-7097 Title: Collier Creek Modeling Solicitation Post Date: 2/1/2017 Due Date: 3/3/2017 Email Notices Sent: 1701 Solicitations Downloaded: 93 Proposers City State Master Copy # of Copies Atkins Sarasota FL 1 1 CB&I Environmental & Infrastructure Boca Raton FL 1 1 Opened By:Adam Northrup Witnessed by:Swain Hall Date:3/3/2017 EXECUTIVE SUMMARY Recommendation to approve a work order with CB&I Coastal Planning & Engineering, Inc. to provide professional engineering services for FDEM/FDEP Beach Renourishment Reconciliation Support under Contract No.15-6382 for time and material not to exceed $19,991.72, authorize the County Manager or his designee to execute the work order, and make a finding that this item promotes tourism. OBJECTIVE: To provide engineering support with reconciling records with the Florida Department of Emergency Management/Florida Department of Environmental Protection (FDEM/FDEP) for the 2006 Beach Renourishment Project. CONSIDERATIONS: CB&I will assist the County with the review of historic records and will provide coordination with the FDEM/FDEP. A CB&I engineer familiar with the events of the 2006 renourishment project will be available to assist the County by reviewing documents at the County offices for several days. Upon completion of the historic records review, CB&I will participate in a conference call led by Collier County with FDEM/FDEP, and assist the County in preparing a reconciliation memo for submittal to FDEM/FDEP. FISCAL IMPACT: Funding is available in TDC Administration Fund 195-90020 GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. ADVISORY COMMITTEE RECOMMENDATIONS: Recommendation of approval of this Work Order. LEGAL CONSIDERATIONS: RECOMMENDATION: To approve a work order with CB&I Coastal Planning & Engineering, Inc. to provide professional engineering services for FDEM/FDEP Beach Renourishment Reconciliation Support under Contract No.15-6382 for time and material not to exceed $19,991.72, authorize the County Manager or his designee to execute the work order, 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, Growth Management Department Attachments: A. Proposal B. Work Order CAC March 9, 2017 VIII-6 New Business 1 of 1 CB&I Environmental & Infrastructure, Inc. 2481 NW Boca Raton Blvd. Boca Raton, FL 33431 Tel: +1 561 391 8102 Fax: +1 561 391 9116 www.CBI.com March 8, 2017 Gary McAlpin, Director Collier County Coastal Zone Management 2685 S. Horseshoe Drive, Suite 103 Naples, FL 34104 Re: FDEM/FDEP Beach Renourishment Reconciliation Support (Contract No 15-6382) Dear Gary: This letter is in response to Collier County’s (County) request for a proposal for CB&I Environmental & Infrastructure, Inc. (CB&I) to support the County with reconciling records with the Florida Department of Emergency Management/Florida Department of Environmental Protection (FDEM/FDEP) for the 2006 Beach Renourishment Project. CB&I will assist the County with the review of historic records and will provide coordination with FDEM/FDEP. A CB&I engineer familiar with the events of the 2006 renourishment project will be available to assist the County by reviewing documents at the County offices for several days. Upon completion of the historic record review, CB&I will participate in a conference call led by Collier County with FDEM/FDEP, and assist the County in preparing a reconciliation memo for submittal to FDEM/FDEP. Included as Attachments are; the Fee Proposal (Exhibit A), and the Rates Schedule (Exhibit B). The proposed cost to provide the Services is $19,991.72. Work will be performed on a time and materials not-to-exceed basis under the terms and conditions of the existing Grant Funded Professional Services for Coastal Zone Contract No 15-6382. Barring any unforeseen circumstances, all work will be completed within 90 days of receiving a written Work Order and/or a Notice to Proceed. Very truly yours, Thomas P. Pierro, P.E., D.CE Vice President CB&I Environmental & Infrastructure, Inc. cc: Tara Brenner, P.G., P.E., CB&I Exhibit A Fee Proposal (Hours) (Hours) (Hours) (Hours) (Roundtrip) (Nights) (Days) (Days) (Roundtrip)1 Reconciliation Support2 92 6 12 1 4 7 496 1 2Total Hours = 2 92 6 12 1 4 7 496 1 2Rate = $207 $173 $148 $63 $800 $170 $36 $0.445 $25 $20Cost = $414 $15,916 $888 $756 $800 $680 $252 $221 $25 $40TIME & MATERIAL TOTAL$19,991.72Airfare Parking TollsMileageMealsEXHIBIT AFEE PROPOSAL FORFDEM/FDEP Beach Renourishment Reconciliation SupportCOLLIER COUNTY, Contract No. 15-6382Project ManagerClerical/ AdministrativeMarch 8, 2017Task ItemLodgingPrincipalSenior Project ManagerF:\Marketing\_Proposals\Florida Counties\Collier\2017\Reconciliation Support\Exhibit A - Cost.xlsx Exhibit B Rate Schedule Page 1 of 2 WORK ORDER/PURCHASE ORDER Contract 15-6382 “Grant Funded Professional Services for Coast Zone” Contract Expiration Date: June 8, 2017 This Work Order is for professional Engineering services for work known as: FDEM/FDEP Beach Renourishment Reconciliation Support Project Name: Beach Renourishment Reconciliation Support Project No: 195-90020 The work is specified in the proposal dated August 3, 2016 which is attached hereto and made a part of this Work Order. In accordance with Terms and Conditions of the Agreement referenced above, this Work Order/Purchase Order is assigned to: CB&I Environmental & Infrastructure, Inc. Scope of Work: As detailed in the attached proposal and the following: ∗ Task I Reconciliation Support Schedule of Work: Complete work within 90 days from the date of the Notice to Proceed which is accompanying this Work Order. The Consultant agrees that any Work Order that extends beyond the expiration date of Agreement # 15-6382 will survive and remain subject to the terms and conditions of that Agreement until the completion or termination of this Work Order. Compensation: In accordance with the Agreement referenced above, the County will compensate the Firm in accordance with following method(s): Negotiated Lump Sum (NLS) Lump Sum Plus Reimbursable Costs (LS+RC) Time & Material (T&M) (established hourly rate – Schedule B) Cost Plus Fixed Fee (CPFF), (define which method will be used for which tasks) as provided in the attached proposal. Task I $19,991.72 (T&M) _______________ TOTAL FEE $19,991.72 (T&M) PREPARED BY: J. Gary McAlpin, P.E. Date APPROVED BY: Amy Patterson, Division Director Date APPROVED BY: David S. Wilkison, Department Head Date By the signature below, the Firm (including employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which Page 2 of 2 relates to the proposed work; and bear on whether the Firm has a potential conflict have been fully disclosed. Additionally, the Firm agrees to notify the Procurement Director, in writing within 48 hours of learning of any actual or potential conflict of interest that arises during the Work Order and/or project duration. ACCEPTED BY: CB&I Environmental & Infrastructure, Inc. Thomas P. Pierro, P.E. Director Date