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Agenda 11/20/2009 REVISED AGENDA Port of the Islands Community Improvement District Friday Egret Room November 20, 2009 25000 Tamiami Trail 10:00 a.m. Naples, Florida 1. Roll Call 2. Approval of Revised Agenda 3. Approval of Minutes of the October 16, 2009 Meeting 4. Audience Comments 5. Public Hearing for Rulemaking A. Public Hearing to Consider Adoption of a Rule Establishing Rates for Commercial Meters and Backflow Devices B. Consideration of Resolution 2010-1 Establishing Rates for Commercial Meters and Backflow Devices 6. Old Business A. Review of Orchid Cove Utility Billing Issues 7. New Business 8. District Manager's Report A. Update on Financing for New Water Treatment Plant B. Update of Union Road Signage Installation C. Update on ERC Dormitory Issue 9. Field Manager's Report 10. Attorney's Report A. Update on CID Logo Registration Port of the Islands C.I.D. REVISED MEETING AGENDA Friday,11/20/09 10:00 a.m. PAGE 2 B. Update of Orchid Cove Utility Dedication C. Consideration of Documents Related to the Special Assessment Process i. Consideration of Resolution Declaring Special Assessments—2010-2 ii. Consideration of Resolution Setting a Public Hearing to Impose Special Assessments—2010-3 iii. Consideration of Bond Resolution—2010-4 11. Engineer's Report A. Update on New Water Treatment Plant B. Update on Gun Club Agreement 12. Supervisors' Requests 13. Audience Comments 14. Approval of October 31, 2009 Financial Statements and Check Register 15. Adjournment Naples Daily News Naples, FL 34102 Affidavit of Publication Naples Daily News + PORT OF THE ISLANDS 210 N UNIVERSITY DR #702 CORAL SPRINGS FL 33071 REFERENCE: 010948 JANICE SWADE FOR STE 59590054 NOTICE OF MEETINGSPO State of Florida / �� e�,[ ktt"4. `` County of Collier r t Y' ar,;, , , �I i �4 Before the undersigned authority, personallyThe a ,r�,� 5` :• `'Qttrs+ g fhe��i s, � �,;�,q ��>:ns tr a i _ Qr Fscal , appeared Phil Lewis, who on oath says that he p , ,,_ : ,, ,max serves as the Editor and Vice President of the >K j� �r i ',v, 0 Naples Daily News, a daily newspaper published at ;`s s 001* Naples, in Collier County, Florida: that the ; as t A1*:, x k P em e� '�' , attached copy of advertising was published in said , � A "gq ` newspaper on dates listed. WM:Wog i Affiant further says that the said Naples Daily '���r, 7 .., News is a newspaper published at Naples, in said AV bc,M��,. �A 4 ; Collier County, Florida, and that the said ,Pa ' '„'0,` ``" `' newspaper has heretofore been continuously , ' , ' �"'g * „ published in said Collier County, Florida, each �� `r'� t a 2r f (:t e J dayand has been entered as second class mail 5 , •, and x At .FPS fi matter at thepost office in Naples, in said ' s �c44* 4 P rp. rs � �� � Collier County, Florida, for a period of 1 year i fw ;-x next preceding the first publication of the a ��� a attached copyof advertisement • and affiant k �� r 'Y� sl I, f f y further says that he has neither paid nor promised any person, firm or corporation any ` sty k�W . ` t1 discount, rebate, commission or refund for the N , �, �� , , E purpose of securing this advertisement for �^wirl'`tg¢ ,, rf�d cFvkl 4. V .z publication in the said newspaper. a,,, a °° � PUBLISHED ON: 09/24 09/24 AD SPACE: 51 LINE FILED ON: 09/24/09 Signature of Affiant cjec_LQ 01.L...4.----E Sworn to and Subscribed before me this aPi K day of SCeev,,.b 20041 Personally known by me f 1 .1I k--.. KAROL E KANGAS M 13 z Notary Public-State of Florida s" n .c My Comm.Expires Jul 29,2013 An" Commission#OD 912237 Naples Daily News Naples, FL 34102 Affidavit of Publication Naples Daily News + PORT OF THE ISLANDS 210 N UNIVERSITY DR #702 CORAL SPRINGS FL 33071 REFERENCE: 010948 JANICE SWADE 59593353 NOTICE OF PROPOSED R State of Florida County of Collier Before the undersigned authority, personally appeared Phil Lewis, who on oath says that he serves as the Editor and Vice President of the F ° .�E�r 5 i,r<5z , 04 Naples Daily News, a daily newspaper published at c "q ' N2a^�r rnh',1`,`+Iti r 0'r��9F t r Naples, in Collier County, Florida: that the ,�" , , ,, ' attached copy of advertising was published in said = P'x s ' ' ; „`', '�,f ;�. newspaper on dates listed. w ''—�� 1 �� ,ir Affiant further says that the said Naples Daily f r f " ' «: News is a newspaper published at Naples, in said 4 . ., Collier County, Florida, and that the said r ' ; ', , newspaper has heretofore been continuously _ ' } ,F � ,�,,, � ,i published in said Collier County, Florida, each E , ,t ,, . day and has been entered as second class mail t3,' � Gi . a ,� sY tx matter at the post office in Naples, in said a!`�r, ����f ����_ Collier County, Florida, for a period of 1 year sus ; � � ¢� a V next preceding the first publication of the �`�`�� i�� � .s.� � �,{."', attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. PUBLISHED ON: 10/22 10/22 AD SPACE: 31 LINE FILED ON: 10/22/09 Signature of Affiant t o {,4) (:I) Sworn to and Subscribed before me this a`l+ti day of 01A(4,er 2002k Personally known by me fandfijjArlityi____.......am.46.46.46...m.....dh...4. 44.4h.... ;;;"1"*',„ KAROL E KANGAS ` I : ._ Notary Public-State of Florida 1 y i My Comm.Expires Jul 29,2013 ,FOFFAo,•• Commission#OD 912237 s 30 E ST EF.s Q-r ierap€ 3.333yYys EQias S113 41E X411 li F a g1a •z• 2 Y a iig=$ �6g$ ^ 8. �' Pig W "q1 4• tfSSdgE $gSSE EESBgg ,-E!"11S 104.440 5y ;q:..oS 3 E : GJrn .% 5.. Y $ .o $▪ • i$°Z YO; bE R 1 O .. xx�� K x �`u x E 4pge g3ssd Illro 04 E£ 2 yD y a s uE4y4.g$Atg X. i .� �' as 8NS5TS $t S ESE f 8R$'"$ . G EE .Y 3 -ExXx .i° S. L E G' 3E��^ i E a �' ' e a o a „ 84 '""..„ tal dos 1I EE 4,4 g ;1 a c spa sy fr g BB Y : S 8* 5 R 4 go- F >; E gG_ s+ . E a t E a09 t..6 E o OZg Sa .! 8 Fe S z fr' °i� �'{ g"gal F 3 W EIE GY.P3 y Y p _E.E G✓ 5 u 3 2 , �E Sc'C9 b g. g'. £ kr fr• 'x. s G. 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Si CO Up 4 .� -1 -w 0,a) m 34 0. 23 I-I IA w S. w 0 w m Z 0 >,O sw. m CO m.0 rt-.1-.+ w at m N w a.a w m m 0 co RC 0 0 0.N• pU CO Jw.)q W N w.w-1°) I°6 N W m r1 ma r1 N.w.-.-4-I.. I°6 Jam. E °o a°,.; a co Ga7 Q1 0 $..1 • W .°, o°° a rtm.". w� a3iow7romo �u0u °�' 0°a �� 0w ci CO) w x CO u rt m z z b E z u 0 aro E u 0. 16 w aro a s a STATEMENT OF PURPOSE The Port Of the Islands Community Improvement District proposed adoption of Amendment 9 to Chapter II of its Rules to amend or establish water and wastewater user rates and meter fees within the District for the purpose of providing the revenues necessary to cover the maintenance expenses for its water and wastewater utility system which includes treatment and distribution of potable water and irrigation water and collection,treatment and disposal of wastewater and to establish a new rate for irrigation quality water service. Rules governing the provision of service are being updated and revised to, among other things, provide for a new class of service. AMENDMENT NO 9 TO CHAPTER II OF THE RULES OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT RELATIVE TO ITS WATER, WASTEWATER AND IRRIGATION WATER REGULATIONS, RATES, FEES AND CHARGES FOR UTILITY SERVICE 1.01 PURPOSE. The purpose of this amendment is to revise the rates for the District to provide water, wastewater and irrigation water service, Connection Fees for Area I, and Meter Fees and to generate sufficient revenue from those users benefiting from said water, wastewater and irrigation water service, to pay operating expenses of the water, wastewater and irrigation systems; to include such rates for water, wastewater and irrigation water service; Connection Fees and Meter Fees on the District's monthly water, wastewater and irrigation water bill and/or service application; to make the collection of said rates and fees consistent with those other provisions contained in Chapter II of the District's Rules; providing an effective date. Specific Authority: Chapter 190.035; 190.012; 120.54, Florida Statutes. Law Implemented: Chapter 190.035,Florida Statutes. History: Revision to Chapter II establishing a fee for water and wastewater rates, connection fees and meter; fees within the District. 1.02 NECESSITY. To establish uniform and comprehensive regulations pertaining to water, wastewater and irrigation water rates; connection fees and meter fees within the Port of the Islands Community Improvement District by establishing rates and fees. 1.03 TIME OF PAYMENT. The Monthly Minimum Charge/Standby Fees are due and payable monthly or at periodic intervals in accordance with Sections 10 and 11 of the Rules of the District. The Connection Fees and Meter Fees are due by definition, upon Application for Service as a condition precedent to interconnection to the District's Facilities. 1.04 SCHEDULE OF FEES. The fees to be paid for the enumerated categories shall be in accordance with the following schedule: WATER MINIMUM MONTHLY CHARGE/STANDBY PEE PER ERC PER MONTH $5.53 PLUS COMMODITY RATES/1,000 GAL. $1.3 9 WASTEWATER MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PER MONTH $8.08 PLUS COMMODITY RATES/1,000 GAL.AT 75%OF WATER USAGE $3.77 IRRIGATION WATER MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PER MONTH $9.03 PLUS COMMODITY RA I ES/1,000 GAL. $.28 CONNECTION FEES (AREA I ONLY) FEES REQUIRED PER ERC FOR OFFSETTING THE EXPENSE FOR PROVIDING CAPITAL IMPROVEMENTS TO PROPERTY, DUE PRIOR TO ISSUANCE OF BUILDING PERMIT $3,306.00 METER/BACKFLOW FEES FEES REQUIRED FOR THE PURCHASE OF A WA l'ER METER,BACKFLOW DEVICE AND APPURTENANCES,INCLUDING LABOR FOR INSTALLATION: 5/8" OR 3/4" METER $500/meter ALL OTHER SIZES ACTUAL COST OF MEIER AND APPURTENANCES,PLUS$50. ME IERS WILL BE SIZED PER THE FOLLOWING TABLE: Demand Range (GPM) Meter Size 0 to 24 5/8" or 3/4" 24.1 to 40 1" 40.1 to 80 1 1/2" 80.1 to 144 2" 144.1 to 405 3" 405.1 to 900 4" Single Family Residential Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 10,000 gallons per month $1.00 per 1,000 gallons 10,001 to 20,000 gallons per month $1.50 per 1,000 gallons 20,001 to 30,000 gallons per month $2.00 per 1,000 gallons 30,001 to 40,000 gallons per month $2.50 per 1,000 gallons Greater than 40,000 gallons per month $3.00 per 1,000 gallons Multi-family Residential Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 6,000 gallons per month/MF Unit $1.00 per 1,000 gallons 6,001 to 12,000 gallons per month/MF Unit $1.50 per 1,000 gallons 12,001 to 18,000 gallons per month/MF Unit $2.00 per 1,000 gallons 18,001 to 24,000 gallons per month/MF Unit $2.50 per 1,000 gallons Greater than 24,000 gallons per month/ MF Unit $3.00 per 1,000 gallons Each multi-family irrigation customer will have the total number of multi-family units that have been constructed assigned to each irrigation meter. For example, a multi-family irrigation meter provides service for 48 multi-family residences and uses 450,000 gallons per month. The first consumption tier would be 288,000 gallons per month (48 x 6,000). The second consumption tier for this example meter would be from 288,001 through 432,000 gallons. The third consumption tier would be charged for the remaining gallons over 432,000. Hotel,Commercial,and RV Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 6,000 gallons per month/ERC $1.00 per 1,000 gallons 6,001 to 12,000 gallons per month/ERC $1.50 per 1,000 gallons 12,001 to 18,000 gallons per month/ERC $2.00 per 1,000 gallons 18,001 to 24,000 gallons per month/ERC $2.50 per 1,000 gallons Greater than 24,000 gallons per month/ERC $3.00 per 1,000 gallons Each hotel, commercial or RV irrigation customer will have the total number of utility system ERCs assigned to each irrigation meter using the CID's standard allocation methodology. In the event that the irrigated area for such a customer is fairly well built out, the actual number of constructed units will not be used. In the event that the irrigated area for such a customer has not been generally built out, the CID's District Engineer will make a determination, in conjunction with input from the property owner, to establish the percentage of total build-out ERCs for which irrigation appears to be used at the time. This determination will be confirmed once per year, unless a significant amount of landscaping is added resulting in an enlargement of the irrigated area for a given property, and then the percentage of build-out ERCs will be adjusted at that time. Water Restriction Surcharge During periods when Collier County imposes Water Restriction Surcharges in conjunction with the South Florida Water Management District Water Shortage Plan, the CID will also impose Water Restriction Surcharges in order to promote additional levels of water conservation. The amount of the surcharge shall be calculated by taking the consumption charge as determined using the conservation rates for the appropriate customer class above and multiplying times the appropriate "flow charge rate adjustment percentage". This amount will then be added to the customer's irrigation bill during these periods of declared water shortage. Water Shortage Percent Reduction Goal Flow Charge Rate Phase In Overall Demand Adjustment Percentage Phase 2—Severe 30% 15% Phase 3—Extreme 45% 30% Phase 4—Critical 60% 40% 1. Adjustments to the Flow Charge Rate Adjustment Percentage are effective the first day of the billing cycle following the South Florida Water Management District notification. The District will charge a $25.00 late fee for any water, sewer or irrigation bill not paid within 10(ten) days of the due date. 2. The District will disconnect the water service to any property that has a bill that has not been paid within 45 (forty five days of the due date. 3. The District will charge $25.00 to reconnect service to any property whether the disconnection is a result of late payment of bills or customer's request. 4. All provisions of the District's water and sewer rate rules not expressly affected hereby shall remain in full force and effect. Said rates and fees will be extended on the District's monthly water and wastewater bill and/or service application and will be subject to the same regulations as contained in Chapter II of the District's Rules. Specific Authority: Chapter 190.035; 190.012; 120.54, Florida Statutes. Law Implemented: Chapter 190.035, Florida Statutes History: Revision to Chapter II Establishing Rate for Water and Wastewater Service and Meter Fees Within the District 1.05 EFFECTIVE DATE. This Amendment to Chapter II of the Rules of the Port of the Islands Community Improvement District shall become effective for all water and wastewater billings and applications for service on or after October 1, 1999. Specific Authority: Chapter 190.035; 190.012; 120.54, Florida Statutes Law Implemented: Chapter 190.035, Florida Statutes History: Revision to Chapter II Establishing Rates for Water and Wastewater Service, Connection Fees and Meter Fees within the District Adopted November 16,2009 ECONOMIC IMPACT STATEMENT PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT PROPOSED AMENDMENT 9 TO CHAPTER II WA TER&WAS 1'EWA TER UTILITY RA I'ES,FEES,AND CHARGES 1.0 Introduction. This Economic Impact Statement was prepared pursuant to Chapter 120.54, Florida Statutes to support the rule making action of the Port of the Islands Community Improvement District as it sets rates, fees and charges for its water, wastewater, irrigation water and utility system. The fees that are proposed to be adopted by this rule will generate revenue to pay for the operating and maintenance expenses of the system. The sections below track the requirements of Chapter 120.54, Florida Statutes concerning economic impact statements. 2.0 Estimated Costs to the District to Implement the Proposed Rule. 2.1 The proposed rule will have little if any cost impact on any federal, state or local agency outside of the District. The cost to the District in terms of paperwork and similar processing fees is considered to be an insignificant amount when compared to the overall capital and operating costs of the District's water, wastewater and irrigation water utility system. District costs to enact the proposed rule include: 1. Attorney's Fees. 2. Consulting Engineering Fees. 3. Advertising costs associated with the adoption of the rule. 4. Copying costs for any interested persons requesting the rule, economic impact statement or the notices of the adoption of said rule. 2.2 Operations and Maintenance. The direct cost of operating and maintaining the District's utility system vary from year to year and are estimated in the budget which the adoption of this rule and the establishment of rates, fees, and charges is meant to address. 3.0 Economic Costs and Benefits to all Affected Parties. 3.1 Factors governing economic impacts through the imposition of rates, fees and charges. The rates, fees, and charges are a clear form of user fees. Rates, fees and charges are meant to recover the costs identified under paragraph 2.0 of this Economic Impact Statement. Through the adoption of the Rule, the District will be able to provide water to include the potable and irrigation, and wastewater treatment and disposal to properties located within the District which will permit the utilization of said property to its highest and best use. The market place will determine the actual value of the property but clearly the economic benefit exceeds the costs that are anticipated to be incurred through the adoption of this rule and the establishment of the rates, fees, charges and operating policies. 3.2 Impacts on Visitors, Citizens of Florida, Local Residents and Businesses. The development of properties within the Port of the Islands Community Improvement District will enhance the area's economy. In so doing, visitors, citizens, local residents and businesses should benefit. The monetary amount of these benefits is difficult to measure,but they are real and are believed to be positive. 4.0 Impact on Competition and the Open Market for Employment. The adoption of the Amendment to the Rule and the implementation of the rates, fees and charges will have a positive impact on competition and the open market for employment. The utilization of properties within the District for residential, commercial and community facility activities will stimulate the local economy creating jobs and income. 5.0 Small Business Impacts. There is no estimated adverse impact on small businesses as defined in the Florida Small and Minority Business Assistance Act of 1985. 6.0 Data and Methodology. The data and methodology used for this Impact Statement is contained in the body of the budget report. STATEMENT OF PURPOSE The Port Of the Islands Community Improvement District proposed adoption of Amendment 9 to Chapter II of its Rules to amend or establish water and wastewater user rates and meter fees within the District for the purpose of providing the revenues necessary to cover the maintenance expenses for its water and wastewater utility system which includes treatment and distribution of potable water and irrigation water and collection, treatment and disposal of wastewater and to establish a new rate for irrigation quality water service. Rules governing the provision of service are being updated and revised to, among other things, provide for a new class of service. AMENDMENT NO. 9 TO CHAPTER II OF THE RULES OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT RELATIVE TO ITS WATER,WASTEWATER AND IRRIGATION WATER REGULATIONS,RATES,FEES AND CHARGES FOR UTILITY SERVICE 1.01 PURPOSE. The purpose of this amendment is to revise the rates for the District to provide water, wastewater and irrigation water service, Connection Fees for Area I, and Meter Fees and to generate sufficient revenue from those users benefiting from said water, wastewater and irrigation water service; to pay operating expenses of the water, wastewater and irrigation systems; to include such rates for water, wastewater and irrigation water service; Connection Fees and Meter Fees on the District's monthly water, wastewater and irrigation water bill; and/or service application; to make the collection of said rates and fees consistent with those other provisions contained in Chapter II of the District's Rules; providing an effective date. Specific Authority: Chapter 190.035; 190.012; 120.54,Florida Statutes. Law Implemented: Chapter 190.035,Florida Statutes. History: Revision to Chapter II establishing a fee for water and wastewater rates, connection fees and meter; fees within the District. 1.02 NECESSITY. To establish uniform and comprehensive regulations pertaining to water, wastewater and irrigation water rates; connection fees and meter fees within the Port of the Islands Community Improvement District by establishing rates and fees. 1.03 TIME OF PAYMENT. The Monthly Minimum Charge/Standby Fees are due and payable monthly or at periodic intervals in accordance with Sections 10 and 11 of the Rules of the District. The Connection Fees and Meter Fees are due by definition, upon Application for Service as a condition precedent to interconnection to the District's Facilities. 1.04 SCHEDULE OF FEES. The fees to be paid for the enumerated categories shall be in accordance with the following schedule: 2 WATER MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PER MONTH $5.53 PLUS COMMODITY RATES/1,000 GAL. $1.3 9 WASTEWATER MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PERMONTH $8.08 PLUS COMMODITY RATES/1,000 GAL.AT 75%OF WATER USAGE $3.77 IRRIGATION WATER MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PER MONTH $9.03 METER/BACKFLOW FEES FEES REQUIRED FOR THE PURCHASE OF A WATER METER, BACKFLOW DEVICE AND APPURTENANCES,INCLUDING LABOR FOR INSTALLATION: 5/8" METER $500/installation 3/4" METER $650 1" METER $750 2" METER $1,250 Larger than 2"METER actual materials costs plus $500 (or installation by owner plus $250) METERS WILL BE ST7FD PER THE FOLLOWING TABLE: Demand Range (GPM) Meter Size 0 to 24 5/8"or 3/4" 24.1 to 40 1" 40.1 to 80 1 1/2" 80.1 to 144 2" 144.1 to 405 3" 405.1 to 900 4" 3 Single Family Residential Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 10,000 gallons per month $1.00 per 1,000 gallons 10,001 to 20,000 gallons per month $1.50 per 1,000 gallons 20,001 to 30,000 gallons per month $2.00 per 1,000 gallons 30,001 to 40,000 gallons per month $2.50 per 1,000 gallons Greater than 40,000 gallons per month $3.00 per 1,000 gallons Multi-family Residential Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 6,000 gallons per month/MF Unit $1.00 per 1,000 gallons 6,001 to 12,000 gallons per month/MF Unit $1.50 per 1,000 gallons 12,001 to 18,000 gallons per month/MF Unit $2.00 per 1,000 gallons 18,001 to 24,000 gallons per month/MF Unit $2.50 per 1,000 gallons Greater than 24,000 gallons per month/MF Unit $3.00 per 1,000 gallons Each multi-family irrigation customer will have the total number of multi-family units that have been constructed assigned to each irrigation meter. For example, a multi-family irrigation meter provides service for 48 multi-family residences and uses 450,000 gallons per month. The first consumption tier would be 288,000 gallons per month (48 x 6,000). The second consumption tier for this example meter would be from 288,001 through 432,000 gallons. The third consumption tier would be charged for the remaining gallons over 432,000. Hotel,Commercial,and RV Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 6,000 gallons per month/ERC $1.00 per 1,000 gallons 6,001 to 12,000 gallons per month/ERC $1.50 per 1,000 gallons 12,001 to 18,000 gallons per month/ERC $2.00 per 1,000 gallons 18,001 to 24,000 gallons per month/ERC $2.50 per 1,000 gallons Greater than 24,000 gallons per month/ERC $3.00 per 1,000 gallons Each hotel, commercial or RV irrigation customer will have the total number of utility system ERCs assigned to each irrigation meter using the CID's standard allocation methodology. In the event that the irrigated area for such a customer is fairly well built-out, the actual number of constructed units will not be used. In the event that the irrigated area for such a customer has not been generally built out, the CID's District Engineer will make a determination, in conjunction with input from the property owner, to establish the percentage of total build-out ERCs for which irrigation appears to be used at the time. This determination will be confirmed once per year, unless a significant amount of landscaping is added resulting in an enlargement of the irrigated area for a given property, and then the percentage of build- out ERCs will be adjusted at that time. 4 Water Restriction Surcharge During periods when Collier County imposes Water Restriction Surcharges in conjunction with the South Florida Water Management District Water Shortage Plan, the CID will also impose Water Restriction Surcharges in order to promote additional levels of water conservation. The amount of the surcharge shall be calculated by taking the consumption charge as determined using the conservation rates for the appropriate customer class above and multiplying times the appropriate "flow charge rate adjustment percentage." This amount will then be added to the customer's irrigation bill during these periods of declared water shortage. Water Shortage Percent Reduction Goal Flow Charge Rate Phase In Overall Demand Adjustment Percentage Phase 2—Severe 30% 15% Phase 3—Extreme 45% 30% Phase 4—Critical 60% 40% Late Fees,Disconnect Charges and Miscellaneous Fees 1. Adjustments to the Flow Charge Rate Adjustment Percentage are effective the first day of the billing cycle following the South Florida Water Management District notification. The District will charge a $25.00 late fee for any water, sewer or irrigation bill not paid within 10 (ten) days of the due date. 2. The District will disconnect the water service to any property which has a bill that has not been paid within45 (forty-five) days of the due date. 3. The District will charge $25.00 to reconnect service to any property whether the disconnection is a result of late payment of bills or customer's request. 4. All provisions of the District's water and sewer rate rules not expressly affected hereby shall remain in full force and effect. Specific Authority: Chapter 190.035; 190.012; 120.54, Florida Statutes. Law Implemented: Chapter 190.035, Florida Statutes History: Revision to Chapter II Establishing Rate for Water and Wastewater Service and Meter Fees Within the District 1.05 EFFECTIVE DATE. This Amendment to Chapter II of the Rules of the Port of the Islands Community Improvement District shall become effective for all water and wastewater billings and applications for service on or after October 1, 1999. 5 Specific Authority: Chapter 190.035; 190.012; 120.54,Florida Statutes Law Implemented: Chapter 190.035,Florida Statutes History: Revision to Chapter II Establishing Rates for Water and Wastewater Service; Connection Fees; and Meter Fees within the District Adopted November 20, 2009 6 ECONOMIC IMPACT STATEMENT PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT AMENDMENT 9 TO CHAPTER II WATER&WASTEWATER UTILITY RATES,FEES,AND CHARGES 1.0 INTRODUCTION. This Economic Impact Statement was prepared pursuant to Chapter 120.54, Florida Statutes to support the rulemaking action of the Port of the Islands Community Improvement District as it sets rates, fees and charges for its water, wastewater, irrigation water and utility system. The fees that are proposed to be adopted by this rule will generate revenue to pay for the operating and maintenance expenses of the system. The sections below track the requirements of Chapter 120.54, Florida Statutes concerning economic impact statements. 2.0 ESTIMATED COSTS TO THE DISTRICT TO IMPLEMENT THE PROPOSED RULE. The proposed rule will have little if any cost impact on any federal, state or local agency outside of the District. The cost to the District in terms of paperwork and similar processing fees is considered to be an insignificant amount when compared to the overall capital and operating costs of the District's water, wastewater and irrigation water utility system. District costs to enact the proposed rule include: 1. Attorney's fees; 2. Consulting engineering fees; 3. Advertising costs associated with the adoption of the rule; 4. Copying costs for any interested persons requesting the rule, economic impact statement or the notices of the adoption of said rule. 2.1 OPERATIONS AND MAINTENANCE. The direct cost of operating and maintaining the District's utility system vary from year to year and are estimated in the budget which the adoption of this rule and the establishment of rates, fees and charges are meant to address. 3.0 ECONOMIC COSTS AND BENEFITS TO ALL AFFECTED PARTIES. Factors governing economic impacts through the imposition of rates, fees and charges. The rates, fees and charges are a clear form of user fees. Rates, fees and charges are meant to recover the costs identified under paragraph 2.0 of this Economic Impact Statement. Through the adoption of the Rule, the District will be able to provide water to include potable and irrigation, wastewater treatment and disposal to properties located within the District which will permit the utilization of said property to its highest and best use. The market place will determine the actual value of the property, but clearly the economic benefit exceeds the costs that are anticipated to be incurred through the adoption of this rule and the establishment of the rates, fees, charges and operating policies. 7 3.1 IMPACTS ON VISITORS, CITIZENS OF FLORIDA, LOCAL RESIDENTS AND BUSINESSES. The development of properties within the Port of the Islands Community Improvement District will enhance the area's economy. In so doing; visitors, citizens, local residents and businesses should benefit. The monetary amount of these benefits is difficult to measure, but they are real and are believed to be positive. 4.0 IMPACT ON COMPETITION AND THE OPEN MARKET FOR EMPLOYMENT. The adoption of the Amendment to the Rule and the implementation of the rates, fees and charges will have a positive impact on competition and the open market for employment. The utilization of properties within the District for residential, commercial and community facility activities will stimulate the local economy creating jobs and income. 5.0 SMALL BUSINESS IMPACTS. There is no estimated adverse impact on small businesses as defined in the Florida Small and Minority Business Assistance Act of 1985. 6.0 DATA AND METHODOLOGY. The data and methodology used for this Impact Statement is contained in the body of the budget report. Said rates and fees will be extended on the District's monthly water and wastewater bill and/or service application and will be subject to the same regulations as contained in Chapter II of the District's Rules. 8 RESOLUTION 2010-1 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT ADOPTING A RULE TO ESTABLISH RATES, FEES AND CHARGES FOR COMMERCIAL METERS AND BACKFLOW DEVICES FOR NEW USERS; ALLOWING FOR INCLUSION OF INSTALLMENT COSTS FOR SUCH DEVICES; AND PROVIDING AN EFFECTIVE DATE WHEREAS,the Port of the Islands Community Improvement District(hereinafter the"District") is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes,being situated entirely within Collier County, Florida; and WHEREAS,the Board of Supervisors of the District(hereinafter the"Board") is authorized by Section 190.011(5)to adopt rules and orders pursuant to Chapter 120,Florida Statutes; and WHEREAS,the District shall adhere to the rule-making process as outlined in Section 120.54,Florida Statutes; and WHEREAS,The Port of the Islands Community Improvement District("District") is authorized to prescribe, fix, establish, and collect rates, fees,rentals,or other charges, hereinafter sometimes referred to as "fees,"; and WHEREAS, the District held a duly noticed public hearing on November 20,2009, for purposes of considering the rates to charge and for purposes of hearing comments and objections to the proposed rates,fees and charges. NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT,COLLIER COUNTY FLORIDA: 1. The Board of Supervisors hereby adopts the Rule Establishing Rates, Fees and Charges for Commercial Meters and Backflow Devices for new users, as attached hereto as Exhibit"A". e fec iv 2. Said rates, fees and charges are y the District as of November 20, 2009 Passed and adopted this 20th day of November,2009. PORT OF THE ISLANDS OMMUNITY I OVE EN STRICT Dale Lambert Chairman ATTESTED BY: Calvin Teague Secretary 1 PORT OF THE ISLANDS Community Improvement District ESTABLISHMENT OF RATES,FEES AND CHARGES FOR COMMERCIAL METERS AND BACKFLOW DEVICES FOR NEW USERS Exhibit A 1.04 SCHEDULE OF FEES. The fees to be paid for the enumerated categories shall be in accordance with the following schedule: WATER • MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PER MONTH $5.53 PLUS COMMODITY RATES/1,000 GAL. $1.3 9 WASTEWATER MINIMUM MONTHLY CHARGE/STANDBY FEB PER ERC PER MONTH $8.08 PLUS COMMODITY RATES/1,000 GAL.AT 75%OF WATER USAGE $3.77 IRRIGATION WATER MINIMUM MONTHLY CHARGE/STANDBY FEE PER ERC PER MONTH $9.03 METER/BACKFLOW FEES FEES REQUIRED FOR THE PURCHASE OF A WATER METER, BACKFLOW DEVICE AND APPURTENANCES,INCLUDING LABOR FOR INSTALLATION: 5/8" METER $500/installation 3/4" METER $650 1" METER $750 2" METER $1,250 Larger than 2"METER actual materials costs plus $500 (or installation by owner plus $250) METERS WILL BE SIZED PER THE FOLLOWING TABI F: Demand Range (GPM) Meter Size 0 to 24 5/8"or 3/4" 24.1 to 40 1" 40.1 to 80 1 1/2" 80.1 to 144 2" 144.1 to 405 3" 405.1 to 900 4" Single Family Residential Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 10,000 gallons per month $1.00 per 1,000 gallons 10,001 to 20,000 gallons per month $1.50 per 1,000 gallons 20,001 to 30,000 gallons per month $2.00 per 1,000 gallons 30,001 to 40,000 gallons per month $2.50 per 1,000 gallons Greater than 40,000 gallons per month $3.00 per 1,000 gallons Multi-family Residential Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 6,000 gallons per month/MF Unit $1.00 per 1,000 gallons 6,001 to 12,000 gallons per month/MF Unit $1.50 per 1,000 gallons 12,001 to 18,000 gallons per month/MF Unit $2.00 per 1,000 gallons 18,001 to 24,000 gallons per month/MF Unit $2.50 per 1,000 gallons Greater than 24,000 gallons per month/MF Unit $3.00 per 1,000 gallons Each multi-family irrigation customer will have the total number of multi-family units that have been constructed assigned to each irrigation meter. For example, a multi-family irrigation meter provides service for 48 multi-family residences and uses 450,000 gallons per month. The first consumption tier would be 288,000 gallons per month (48 x 6,000). The second consumption tier for this example meter would be from 288,001 through 432,000 gallons. The third consumption tier would be charged for the remaining gallons over 432,000. Hotel,Commercial,and RV Customer Class Irrigation Rate Monthly Consumption Tier Consumption Rate 0 to 6,000 gallons per month/ERC $1.00 per 1,000 gallons 6,001 to 12,000 gallons per month/ERC $1.50 per 1,000 gallons 12,001 to 18,000 gallons per month/ERC $2.00 per 1,000 gallons 18,001 to 24,000 gallons per month/ERC $2.50 per 1,000 gallons Greater than 24,000 gallons per month/ERC $3.00 per 1,000 gallons 2 Each hotel, commercial or RV irrigation customer will have the total number of utility system ERCs assigned to each irrigation meter using the CID's standard allocation methodology. In the event that the irrigated area for such a customer is fairly well built-out, the actual number of constructed units will not be used. In the event that the irrigated area for such a customer has not been generally built out, the CID's District Engineer will make a determination, in conjunction with input from the property owner,to establish the percentage of total build-out ERCs for which irrigation appears to be used at the time. This determination will be confirmed once per year, unless a significant amount of landscaping is added resulting in an enlargement of the irrigated area for a given property, and then the percentage of build- out ERCs will be adjusted at that time. Water Restriction Surcharge During periods when Collier County imposes Water Restriction Surcharges in conjunction with the South Florida Water Management District Water Shortage Plan, the CID will also impose Water Restriction Surcharges in order to promote additional levels of water conservation. The amount of the surcharge shall be calculated by taking the consumption charge as determined using the conservation rates for the appropriate customer class above and multiplying times the appropriate "flow charge rate adjustment percentage." This amount will then be added to the customer's irrigation bill during these periods of declared water shortage. Water Shortage Percent Reduction Goal Flow Charge Rate Phase In Overall Demand Adjustment Percentage Phase 2—Severe 30% 15% Phase 3—Extreme 45% 30% Phase 4—Critical 60% 40% Late Fees,Disconnect Charges and Miscellaneous Fees 1. Adjustments to the Flow Charge Rate Adjustment Percentage are effective the first day of the billing cycle following the South Florida Water Management District notification. The District will charge a $25.00 late fee for any water, sewer or irrigation bill not paid within 10 (ten) days of the due date. 2. The District will disconnect the water service to any property which has a bill that has not been paid within45 (forty-five) days of the due date. 3. The District will charge $25.00 to reconnect service to any property whether the disconnection is a result of late payment of bills or customer's request. 4. All provisions of the District's water and sewer rate rules not expressly affected hereby shall remain in full force and effect. 3 Teague, Calvin From: Ron Benson [RonBenson@hmeng.com] Sent: Wednesday, November 18, 2009 10:21 AM To: Benson, Ron Jr; Dale Lambert Cc: Teague, Calvin; Cox,Dan Subject: RE: Third Well at Port of the Islands Follow Up Flag: Follow up Flag Status: Red Attachments: Ronald E Benson Jr.vcf 17-1 Ronald E Benson Jr .vcf(562 B... I talked to Mike and he mentioned that Mr. Nelson understood that the placement of his Palm Trees has impacted the side slope of the swale. Mr. Nelson told Mike that he had received permission from the CID to plant the palm trees in the drainage easement therefore the CID may not be able to restore its swale back to original design on his property as the placement of the palm trees will not allow the swale to be reconstructed and meet side slope requirements. It sounds like someone needs to find out if the CID ever granted a "get out of jail free" card to Mr. Nelson. I would think not. I would think that if there was an agreement to allow planting in the drainage easement (and not sure if there was such an agreement) it would typically have put the responsibility on the property owner regarding any future need to possibly move the trees if they impacted the purpose of the drainage easement. We need to remember that if the CID fills in the swale on Mr. Nelson's property that it will negatively impact his neighbors as that would not allow water to drain across Mr. Nelson's property as the original permitted design provided. Also filling in the swale on Mr. Nelson's property would violate the intent of the permit issued by Collier County for development of The Cays subdivision. Sounds like we will be getting Collier County involved and will be interesting as to what they come up with now since it has been almost twenty years since the original development was permitted. If Code Enforcement comes out and says he can fill in his swale, then it needs to be in writing and from someone in responsible authority at the County, because if they let him fill in his portion of the swale then everyone else will need to fill in their section also to avoid blow-outs in their yards since the water will not get to the outfall structure. Then if people fill in the swales and the County wants to enforce the orginal permitted drawings for the development, they probably can make the CID dig it back out. Dan can probably tell us that Collier County Code Enforcement and Building Inspection departments are not responsible for their errors and this has had large consequences for people in the County in the past. This may be getting to be an issue where Dan needs to be involved. Another Code Enforcement issue may be that the County permitted the floor elevation of Mr. Nelson's house high enough and close enough to the swale that it makes the yard slope from the house to the bottom of the swale too steep for County rules. It would seem to me that the swale which was required for the permit for the subdivision should dictate the grading for the lot when they build the house. Unfortunately, it is unlikely that the County review process or inspection process would pick that up, especially if the swale was partially filled in. Now the question might be whether the County makes Mr. Nelson regrade his entire lot to meet the County requirements or if they will say that the swale gets filled back in to reduce the slope in the yard. What started out as a maintenance project may have morphed into a legal issue. It seemed common sense to me, as an engineer, that the CID could restore the grades to the County permitted grades and open up the ditches to function as permitted. I guess the issue of people having partially filled the swale when building their homes and doing landscaping has changed the way people view the drainage easement. I look at it as the drainage swales were required by the County to permit the development so they came first and that development of a lot for a house comes second and should not conflict with the underlying 1 approvals. This seems like it really is more about the CID digging the dirt out of the swale that Mr. Nelson's landscapers put there, and less about some grass that has mold growing in it at the bottom of a swale. Sincerely, Ron Ronald E. Benson, Jr. , Ph.D. , P.E. Senior Vice President/Principal Hole Montes, Inc. Engineering-Planning-Surveying Landscape Architectural Design 950 Encore Way Naples, Florida 34110 (239) 254-2000 - Naples Office (239) 254-2055 - Facsimile (239) 777-1611 - Mobile (540) 520-2896 - Virginia Office ronbenson@hmeng.com HOLE MONTES Serving Clients throughout Southwest Florida for over 40 years Original Message From: Ron Benson Sent: Wednesday, November 18, 2009 9:41 AM To: 'Dale Lambert' Cc: Calvin Teague ; 'Daniel H. Cox' Subject: RE: Third Well at Port of the Islands Dale We were working with the original contractor to get him out to cut out some of the sod, mainly on the bottom of the swale, and replace it with new. If Mr. Nelson wants to make this a code enforcement issue, I am guessing the only issue might be the slope of the ditch. If that is the case, then we will have to remove his palm trees and shrubs which encroach upon the drainage easement and then adjust the side slope back to the original County permitted slopes. If the County wants to enforce any of its rules on this swale it is likely going to hurt Mr. Nelson and not the CID. Based on your conversation, do you believe that I should call Mr. Sebastic with Code Enforcement? I have forwarded your email to Mike in our office and am going to talk to him ASAP. Sincerely, Ron Ronald E. Benson, Jr. , Ph.D. , P.E. Senior Vice President/Principal Hole Montes, Inc. Engineering-Planning-Surveying Landscape Architectural Design 950 Encore Way Naples, Florida 34110 (239) 254-2000 - Naples Office (239) 254-2055 - Facsimile (239) 777-1611 - Mobile (540) 520-2896 - Virginia Office ronbenson@hmeng.com 2 HOLE MONTES Serving Clients throughout Southwest Florida for over 40 years Original Message From: Dale Lambert [mailto:dalelambert@embargmail.com] Sent: Tuesday, November 17, 2009 6:02 PM To: Ron Benson Cc: Calvin Teague Subject: RE: Third Well at Port of the Islands Ron, I received a call from Jim Sebastic of Collier County Code Enforcement this afternoon. It seems that Mr. Nelson on Sunset Cay called Collier County code enforcement about his swale. I told Jim that the swale was put back to the original specifications. I also asked how code enforcement would be involved. I told him I was the wrong person to answer his questions but I understood the original design document dictated the elevations. He gave me a case number CELU20090017519 and Web site case #718. He said he had a call into "Mike" at your company to get some answers. What is the latest you know about this. Were we able to come to an agreement with Mr. Nelson? If not maybe he and Code Enforcement can fix his problem. Just letting you know what I found out. You may want to see if "Mike" has had a conversation with Jim. Thanks, Dale Lambert Original Message From: Ron Benson [mailto:RonBenson@hmeng.com] Sent: Tuesday, November 17, 2009 5:45 PM To: Dale Lambert Cc: 'Teague, Calvin' ; Daniel H. Cox Subject: RE: Third Well at Port of the Islands The monitoring well is the well that gets the automated level sensor installed and this is what then needs to be submitted to the SFWMD. We have provided ST with the model number and manufacturer we recommend for them to order and install in the monitoring well. It is a battery powered device with a datalogger that you download periodically to a laptop computer and then can print out the reports. Dan is working on the transfer of title document for the BRH property and that should be transferred in a short time. We have the rezoning application ready except for submital to the County and are waiting to submit it the week of Thanksgiving in order to have it go in when it will be assigned to the person we have been having informal discussions up to this point. Also we need to be close to having the title to the property as we do not want to submit the BRH agreement to the County as it contains items which we do not want to advertise to the County like the fact that the stormwater management area does not exist today. If we submit the application and can then send in the title when it is requested then we will be OK. The title was to be transferred within 30 days of the signature on the agreement contingent upon getting the paper work complete for signature by BRH. Dan will be able to update everyone on this probably on Friday. The gun club issue is one where we are getting some information together this week for the meeting on Friday to discuss. This will primarily relate to costs the CID would have above what they would already have to do in order to work out the arrangement with the gun club to allow them to remove the effluent pipeline. The trade off will be the annual savings in not having to do all of the vegetative and water quality monitoring that goes with the present system. I am going to call Lou at the gun club in order to ask him about a title question between him and BRH and hope to hear about it from him or else we will need to talk to BRH's attorney. The gun club issue is not on the critical path as we recieved an opinion from the County that we did not need to include that property in the rezoning as it is for effluent disposal which has been the historic use of that property (no buildings proposed to be built on that property, etc. ) . This is better for the CID as we do not have to deal with any potential County questions regarding environmental issues. We are getting an environmental waiver as the CID property has been in its current use for 3 twenty years and the BRH property is disturbed property and no environmental issues such as wetlands or past uses that would have contaminated the ground, etc. I provided Dan with a revised cover sheet and the June 2009 and October 2009 sections of the Preliminary Engineering Report so he can use that to describe the project. I also provided input on the current allocation of Utility ERCs for ST and Dan to use in assigning the appropriate share of proposed debt to each land owner, etc. I believe that is for the upcoming public hearing. Sincerely, Ron Ronald E. Benson, Jr. , Ph.D. , P.E. Senior Vice President/Principal Hole Montes, Inc. Engineering-Planning-Surveying Landscape Architectural Design 950 Encore Way Naples, Florida 34110 (239) 254-2000 - Naples Office (239) 254-2055 - Facsimile (239) 777-1611 - Mobile (540) 520-2896 - Virginia Office ronbenson@hmeng.com<mailto:ronbenson@hmeng.com> HOLE MONTES Serving Clients throughout Southwest Florida for over 40 years From: Dale Lambert [mailto:dalelambert@embargmail.com] Sent: Tuesday, November 17, 2009 3:45 PM To: Ron Benson Cc: Calvin Teague Subject: Third Well at Port of the Islands Ron, I know I asked this question before. Will the third well have the proper equipment to monitor and record the ground water level over time? What is the status of the agreement with the gun club? Is the agreement with Holecek moving forward? Are we in a position that allows permitting and zoning to move forward? Any idea on when the transfer will take place on both of these items or does that become a question for Dan Cox. What is the next hurdle that we need to get over? It appears that Dan will have some items for the meeting this Friday so we can advertise the public hearings. It appears you need to provide one of the exhibits for those documents. Thanks Dale Lambert 4 co NOOO 'i' • •• 0 0 O H 1 •t' • • • (I) o O O O O 0 U) mot' or t?(0- U O O O O O O H •, 0 • • Lr) Id 11) 0 I ) O 0 U) 1-1 r-H v)- V C') t) l0 M W fa in U) t0 t0 to C4 rn N N N N N X 0 t/)• v} VI- (0- tn- II 4) Z 0▪1 •. •• •• U 1-1 ,-1rHr-+ U 0 *--- rd (clrd 0 0 j r-, Q ID ,-1 a RI CO 4-) OP I Oo 00 00 C> () 0 0GP o C) C) oO o0 0 ,.a O 0 • • • • a OON 0 LU in U) I-r) Lc) Lr) I ) C` 0 l0 Ol •---I 0 co c/)-</)- N N N N L LY 14 rr) ,---, r-1 ti)-t!} O C_) -CI}U} 4) sn• < 0 N 0:1 H •ri CO MI H [: I-1 z O z bi D •ri W W 9-1 oa n x x L a ✓-1 U •ri U U Z •ri U H W H Lxl H al •• • • C7 N C4 H H fZ W �+ QZaD a < a a >Ia oHq H 14 a H U UMZ 0 i U ID D U 0 D C Cl) ■ U H F-1 �-+ \ NIt') rn wH IO 0 O r-1 Q H. H la 0 0 • p Hi) U O U) H U W N1 H U 0 H W U OI107 ■ ztNI�1Z �W r- •1 H ZZ H ZZ 2 rrrN© U H C7C) X Z E C7• -P w M o w U W 0 N0- Z Z 'Z H HEl Z II O IO v) H H U) t/) 1-4 COt!) 1-1 to H 0. • rt - IDZ1aW U A 1u-1 h D 4--)-t ZI rn 6-1 rn a, rn CS) U) 0 OP CD O O CD O 0 4 •• O LI) co r) co to ,-1 • 0 Cl) d) al N r-H r-1 r-I r-1 ,-I 'C3 -H U E J-) Q - \ \ \ \ \ E • U cd -r-I 415, C> O O CD CD rn U W a Z Ca r-1 ,--I 1--1 r-1 rH RESOLUTION 2010-2 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT DECLARING SPECIAL ASSESSMENTS; INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THOSE IMPROVEMENTS WHOSE COST IS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE PORTION OF THE ESTIMATED COST OF THE IMPROVEMENTS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH SPECIAL ASSESSMENTS SHALL BE MADE; PROVIDING WHEN SUCH SPECIAL ASSESSMENTS SHALL BE MADE; DESIGNATING LANDS UPON WHICH THE SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT; ADOPTING A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR PUBLICATION OF THIS RESOLUTION. WHEREAS,the Port of the Islands Community Improvement District("District") is a local unit of special-purpose government established pursuant to the Uniform Community Development District Act of 1980, as codified in Chapter 190, Florida Statutes("Uniform Act"), by the Collier County Board of County Commissioners,in Ordinance No. 86-64;and WHEREAS, the Board of Supervisors of the District ("Board") hereby determines to undertake, install, plan, establish, construct or reconstruct, enlarge or extend, equip, acquire, operate and/or maintain the public improvements described in the Engineer's Report dated October 13, 2009 and the District's Fiscal Year 2010 Capital Improvement Plan ("Improvements"), attached hereto as Exhibits A and B respectively and incorporated herein by reference;and WHEREAS,it is in the best interest of the District to pay the cost of the Improvements through the levy of special assessments pursuant to Chapters 170 and 190, Florida Statutes ("Assessments");and WHEREAS,the District is empowered by Chapters 170 and 190, Florida Statutes, to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate and maintain the Improvements;and to impose,levy and collect the Assessments;and WHEREAS, the District hereby determines that benefits will accrue to the property improved,the amount of those benefits, and that special assessments will be made in proportion to the benefits received as set forth in the District's Preliminary Special Assessment Allocation Report attached hereto as Exhibit C incorporated herein by reference, and on file at Severn Trent Services, Inc.; 210 North University Drive; Suite 702; Coral Springs, Florida 33071 ("District Records Office");and WHEREAS,the District hereby determines that the assessments to be levied will not exceed the benefits to the property improved. Page 1 of 3 NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT. Section 1. Assessments shall be levied to defray the cost of the Improvements. Section 2. The nature and general location of, and plans and specifications for the Improvements are described in Exhibit A and Exhibit B, and are on file at the District Records Office. Exhibit C is also on file and available for public inspection at the same location. Section 3. The total estimated cost of the Improvements is $5,500,000 (hereinafter, referred to as the "Estimated Cost"). Section 4. The Assessments will defray approximately $5,500,000 which includes the Estimated Cost, plus financing-related costs, capitalized interest, debt service reserve and contingency. Section 5. The manner in which the Assessments shall be apportioned and paid is set forth in Exhibit C. Section 6. The Assessments shall be levied within the District, on all lots and lands adjoining and contiguous or bounding and abutting upon such improvements or specially benefited thereby and further designated by the assessment plat hereinafter provided for. Section 7. There is on file, at the District Records Office, an assessment plat showing the area to be assessed, with certain plans and specifications describing the Improvements and the Estimated Cost of the Improvements,all of which shall be open to inspection by the public. Section 8. Commencing with the year in which the Assessments are certified for collection and subsequent to the capitalized interest period for each series of bonds, the Assessments shall be paid in not more than ten (10) annual installments or the maximum period of time permitted by law then in effect. The Assessments may be payable at the same time and in the same manner as are ad valorem taxes and collected pursuant to Chapter 197, Florida Statutes; provided, however, that in the event the uniform non-ad valorem assessment method of collecting the Assessments is not available to the District in any year, or if determined by the District to be in its best interest, the Assessments may be collected as is otherwise permitted by law. Section 9. The District Manager has caused to be made a preliminary assessment roll, in accordance with the method of assessment described in Exhibit C hereto, which shows the lots and lands assessed, the amount of benefit to and the assessment against each lot or parcel of land and the number of annual installments into which the assessment may be divided, which is hereby adopted and approved as the District's preliminary assessment roll. Section 10. The Board shall adopt a subsequent resolution to fix a time and place at which the owners of property to be assessed or any other persons interested therein may appear before the Board and be heard as to the propriety and advisability of the Assessments or the making of the Improvements, the cost thereof, the manner of payment therefore, or the amount thereof to be assessed against each property as improved. Page 2 of 3 Section 11. The District Manager is hereby directed to cause this resolution to be published twice (once a week for two (2) weeks) in a newspaper of general circulation within Collier County, Florida, and to provide such other notice as may be required by law or desired in the best interests of the District. Section 12. This Resolution shall become effective immediately upon its passage. PASSED AND ADOPTED this Tay of VZ , 2Oi)? Attest PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRIC I Calvin Teag , Secretary Dale Lambert, Chai an Exhibit A: Engineer's Report (dated October 113,2009) Exhibit B: 2010 Capital Improvement Plan Exhibit C: Preliminary Special Roll Page 3 of 3 EXHIBIT A Engineer's Report (Dated October 13, 2009) fart+ t4c PRELIMINARY ENGINEERING REPORT NEW WATER TREATMENT PLANT Prepared for Port of the Islands Community Improvement District Naples, Florida June 10, 2009 Updated — October 13, 2009 Prepared by: Ronald E. Benson, Jr., Ph.D., P.E. Hole Montes, Inc. Naples, Florida HOLE MONTES Port of the Islands Community Improvement District New Water Treatment Plant Executive Summary and Recommendations The following information is a supplement to the earlier draft Preliminary Engineering Report prepared by Hole Montes, Inc. which was prepared to assist in establishing a budget for the new water treatment plant along with establishing future water use and conservation planning during water use permitting by the SFWMD. As preliminary design has progressed on the new water treatment plant, a few key decisions need to confirmed in order to continue to move the project forward. The site planning considerations are moving forward on a parallel track and have incorporated the preliminary design decisions identified in this report. 1. It is recommended that the new water treatment plant be designed using "energy efficient"reverse osmosis membranes. 2. It is recommended that provisions be made that will allow the blending of a portion of the raw filtered water around the reverse osmosis membranes. This has the potential to result in a reduction in post treatment chemicals. 3. It is recommended that the water from the wellfield be discharged into a raw water tank (approximately 10,000 gallons) at the new water treatment plant. This will maintain as low a pressure as possible on the raw water line resulting in maximum rate of pumping from the wells and minimum pressure on the existing older pipeline in the wellfield. 4. It is recommended that a common feed pump provide flow to the three reverse osmosis skids with an in-line strainer on the pump discharge and prior to feeding water to the skids. This will minimize any potential damage to the cartridge filters and remove sand and other material which may otherwise reduce the life between changing the cartridges in the cartridge filters. The pump which will transport the water from the on-site storage tank will provide sufficient pressure for operation of the in-line strainer. 5. It is recommended that the membrane skids each be provided with pumps which have variable frequency drives which will allow for adjustment of the feed flow rate and pressure to the membranes. This will allow for operation of either two skids at 200 gpm or three skids at 165 gpm feed flow as well as allow for meeting both initial feed pressure as well as increased feed pressure after the membranes have aged. 6. It is recommended that the Engineer begin discussions with two or three potential water treatment equipment and installation contractors to identify their interest in the project and to solicit comments to draft project scope and specifications. This should minimize possible issues later in the project. This will be done concurrently with processing of the County zoning and SDP applications. H.\2009\2009020\EN\GDESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 1 7. It is recommended that the Engineer bid the supply and installation of the water treatment equipment prior to completion of the design of the water treatment plant building. The bid specifications for the supply and installation of the water treatment equipment will include submittal of shop drawings of major systems with a short turn around time to allow finalizing of the building structural design to match the dimensions of the successful bidder's system. 8. It is recommended that the contract with the water treatment supply and installation contractor include provisions for payment for a line item for the shop drawings and coordination assistance during design (with a percentage of total project cost provided in the bid form by the Engineer). In addition, it is proposed to provide a line item on the bid form to be paid following fabrication and manufacturing of the water treatment skids (with inspection by the Engineer) and storage of the completed systems prior to installation(a percentage of total project cost will be provided in the bid form prepared by the Engineer). Another bid item will be associated with startup and testing of the system. H:12009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 2 Consideration of various membrane options Information was solicited from five potential membrane system providers. Two of the system providers provided options for reverse osmosis membranes and two provided options for nanofiltration membranes. The fifth system provider provided cost information for a reverse osmosis system but did not provide treatment performance information. All vendors were informed that the information being submitted was for preliminary design purposes and would be used to help establish a preliminary project budget. Generally, all of the system providers submitted budget type pricing which was similar and was appropriate for use in establishing the budget for the project without having to make the decision at that time of which treatment system to include in detailed design and development of bid specifications. One of the reverse osmosis membrane system providers elected to propose a two-stage system including an intermediate booster pump, one proposed a two-stage system without booster pump, and another elected to propose two options using a two-stage system without intermediate booster pump along with the use of bypassing a portion of the feed flow around the membrane process. One of the nanofiltration system providers elected to propose a three-stage system and the other elected to propose two options using a two- stage system. To some extent, the system which each system provider submitted was influenced by the request from the Engineer. The requests by the Engineer were made in order to obtain information on a variety of prospective treatment options. It is understood that each of these system providers, as well as potentially others, could potentially be able to make a formal submittal at the time of project bidding for whichever type of system configuration is selected. In addition, the size of the production capacity of each process train was different which allowed assessment of how many process trains to select. As a result, the capacity of each system has been normalized to 100 gpm of feed flow in order to easily calculate percent of feed flow resulting in product water (or recovery). The capacity of each well is 200 gpm and it has been decided to install three membrane treatment units, each with a maximum feed flow of 200 gpm to match the maximum permitted wellfield production of 600 gpm. Therefore, the normalized flows can simply be multiplied times two in order to obtain approximate design flows for each option considered. In this manner,just like there are three wells with the expectation that only two would be in service at a time (with the third rotated as a resting well), it is expected that normal operation of the water treatment plant would be using two of the three membrane treatment units at a time (with the third rotated as an available standby unit to allow for scheduled maintenance or unexpected repair). The design will also allow for the potential in the future to add an additional treatment unit in the event of system expansion beyond current expectations. The concentrate water from the water treatment plant will be blended with the reuse water and raw well water in order to provide irrigation water. The result of blending of the concentrate with raw water and reuse water will be an increase in the mineral content of the irrigation water to some extent over that of the raw well water. As an example, if 100,000 gallons of product water is produced then 25,000 gallons of concentrate will be produced and approximately 75,000 gallons of reuse water will also likely be produced. H:12009\2009020\EN\GDESIGN-REPORTS-TECH MEMOS\G1 Preliminary Design Reports\Consideration of various membrane options.doc 3 Therefore, for every 125,000 gallons of raw well water going to the water treatment plant approximately 100,000 gallons will be available for potable water use and approximately 100,000 gallons of irrigation water will be available. If the total irrigation demand were to be 400,000 gallons then an additional 300,000 gallons would be needed from the wellfield. In this example, the total water from the wellfield would be 425,000 gallons. The minerals from 425,000 gallons would end up concentrated into 325,000 gallons of blended irrigation water (raw water plus concentrate) which would then be blended with 75,000 gallons of reuse water for a resulting mixture of 400,000 gallons of irrigation water. Due to this blending, the mineral content of the irrigation water will be slightly higher than the raw well water. A daily use of 425,000 gallons from the wellfield is equal to two wells being pumped at 200 gpm for 18 hours per day. Option One: Two-stage RO with intermediate booster pumping The first option provided here is a two-stage Reverse Osmosis system with a booster pump located between the two stages. The feed pressure would be approximately 100 psi and the pressure boost between stages would be approximately 40 psi. This type of system allows for a lower feed pressure offset by boosting the pressure of the concentrate leaving the first stage which is approximately 50% of the feed flow. This option is illustrated schematically in Figure 1. The percent recovery for an individual stage of a membrane process is influenced by the membrane flux (essentially the rate of flow per unit area of membrane), feed pressure, and water quality. A couple of things to consider in this example are that the water entering the second stage is the concentrated water from the first stage which will reduce the relative recovery while the pressure is being boosted which will offset the otherwise reduction in recovery. This along with the relative flux for the second stage being slightly lower results in a higher recovery for the second stage than the first stage. The permeate from both stages are blended, resulting in the product water. As can be seen from Figure 1, the combined product water is 80 percent of the feed water and the concentrate is 20 percent. Essentially all of the minerals in the feed water are concentrated in the concentrate (or reject water). The resulting product water will be very low in mineral content and as a result will require some chemical addition in order to improve the stability of the water. Keep in mind that distilled water can actually be very corrosive and also not taste as good to most people as water with some mineral content. The same is true with R.O. water without post treatment. Option Two: Two-stage RO The second option is a straight-forward two-stage RO system without intermediate booster pumping. This option is illustrated schematically in Figure 2. The difference between this option and Option One is that the residual pressure in the reject water is the pressure available to produce permeate from the second stage and since this is less than operation when using a booster pump then the percent recovery for the second stage is less than when a booster pump is provided. This system also has 80% recovery and will produce water quality similar to Option One. H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 4 20.0 gpm 0 49.5 gpm 29.5 gpm Booster Pump 59.6% 40 psi F ~ 100.0 gpm 50.5% 50.5 gpm 100.3 psi V 80.0 gpm Option 1: Two-stage Reverse Osmosis membranes (with intermediate booster pumping) (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 1 —Two-stage RO with intermediate booster pumping 20.0 gpm 42 gpm 22 gpm 52% 0. 100.0 gpm PI 58% 1 58 gpm 125 psi 80.0 gpm Option 2: Two-stage Reverse Osmosis membranes (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 2—Two-stage RO without intermediate booster pumping H:\2009\2009020\EN\GDESIGN-REPORTS-TECH MEMOS\G1 Preliminary Design Reports\Consideration of various membrane options.doc 5 Option Three(A): Two-stage RO with blending of 10%bypass water This option includes two stages of reverse osmosis without an intermediate booster pump. This option is illustrated schematically in Figure 3. As a result, the feed water pressure needs to be higher (150 psi), although the higher pressure for the first stage results in a greater recovery in the first stage for this option than the first stage in Option One. Without an intermediate booster pump, the feed pressure to the second stage is not as great as the second stage in Option One resulting in a lower recovery in the second stage for this option than the second stage in Option One. These two considerations can be seen to counter balance one another between these two system configurations when it comes to the amount of energy required to produce the same volume of product water, although the system in Option One is generally slightly more energy efficient (but requires an additional pump for the intermediate pressure boost). Another variation between this option and Option One is that approximately 10% of the feed flow is bypassed around the membrane system in order to reduce the amount of water requiring membrane treatment as well as to blend in some of the minerals which occur naturally in the raw water. The result of blending is to produce a product water which is not quite as pure as the product from the reverse osmosis membrane but will require less post treatment chemical adjustment. The blended product water (81.8 gpm) is made up of 72.3 gpm of reverse osmosis permeate and 9.5 gpm of bypassed water. The combination of blending of water which was not treated by reverse osmosis with water treated by reverse osmosis results in a total energy requirement for Option Two which is similar to Option One. 18.1 gpm 38.1 gpm 19.9 gpm 52.2% 100.0 gpm 57.9% 52.4 gpm 151.5 psi 9.5 gpm • 81.8 gpm Option 3A: Two-stage Reverse Osmosis membranes with bypass for blending (example A) (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 3:Two-stage RO with 10%Bypass H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 6 Option Three(B): Two-stage RO with blending of 15%bypass water Option Three (B) is similar to Option Three (A), except the amount of water which is bypassed around the reverse osmosis membrane is 15% of the feed water. This option is illustrated schematically in Figure 4. The blended product water (83.0 gpm) is made up of 68 gpm of reverse osmosis permeate and 15 gpm of bypassed water. 17.0 gpm 35.8 gpm 18.8 gpm 52.4% 100.0 gpm 58.0% 49.2 gpm 142.8 psi 15.0 gpm 83.0 gpm Option 36: Two-stage Reverse Osmosis membranes with bypass for blending (example 6) (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 4: Two-stage RO with 15%Bypass Option Four: Three-stage Nanofiltration Option Four consists of the use of a different type of membrane. It uses nanofiltration membranes. The primary difference between nanofiltration membranes and reverse osmosis membranes is the size of the pores in the membrane which result in a different amount of removal of many of the minerals and other chemicals found in the raw water. This option is illustrated schematically in Figure 5. This proposal is based on a cascading system of three stages. The concentrate from the first stage becomes the feed for the second stage and the concentrate from the second stage becomes the feed for the third stage. As can be seen from Figure 4, the percent of feed to each stage which becomes product water decreases as the concentration of minerals in the feed water to each stage increases. The feed water pressure would be approximately 100 psi. This is similar to the feed pressure for Option One. As can be noted from Figure 4, the treatment of 100 gallons of water results in 75 gallons of product water, or to normalize on product water H:\2009\2009020\EN\GDESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 7 Option Four would require 133 gallons of well water to produce 100 gallons of product water compared to 125 gallons of well water to produce 100 gallons of product water for Option One. As the concentrate water will end up being used for irrigation water, this difference in recovery rates is not that significant. 25.0 gpm l ► 35.2 gpm 10.2 gpm • 29.% -� 58.4 gpm 39.7% 23.2 gpm 100.0 gpm 41.6% 41.6 gpm 87.6 psi 75.0 gpm Option 4: Three-stage Nanofiltration membranes (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 5: Three-stage Nonfiltration Option Five (A): Two-stage Nanofiltration This option is similar to Option Four, except it uses two stages instead of three stages of membranes. This option is illustrated schematically in Figure 6. The system provider adjusted the membranes and operational pressures to provide an 80 percent recovery. The feed pressure is approximately 90 psi. Option Five(B): Two-stage Nanofiltration This option is similar to Option Five (B), except the operational pressures between the two stages have been adjusted through use of a throttling valve in order to change the flow distribution between stages. This option is illustrated schematically in Figure 7. The primary difference between Option Five (A) and Five (B) is the resulting product water quality. The feed pressure is approximately 80 psi. H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 8 20.0 gpm 37.2 gpm 17.2 gpm ► 46.2% ► 100.0 gpm 62.8% 62.8 gpm ► 88.8 psi 80.0 gpm Option 5A: Two-stage Nanofiltration membranes (Example A) (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 6: Two-stage Nonfiltration (higher level of hardness removal) 20.0 gpm 35.0 gpm ► 15.0 gpm 42.9% 100.0 gpm 65.0% I 65.0 gpm 75.2 psi • 80.0 gpm Option 5B: Two-stage Nanofiltration membranes (Example B) (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 7: Two-stage Nonfiltration(lower level of hardness removal) H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 9 Option Six: Two-stage Energy Efficient R.O. This option is similar to Option Two except it uses a different R.O. membrane. This R.O. membrane will require a lower feed pressure and will produce a slightly different permeate quality (a slightly lower rate of rejection of minerals—higher amount of minerals passing the membrane into the permeate water). This option was configured to allow operation at a pressure more similar to the nanofiltration options which would also result in lower power consumption to produce the same amount of water as use of another R.O. membrane. 20.0 gpm 36.2 gpm 16.2 gpm 44.8% 100.0 gpm 63.8% 63.8 gpm 86.1 psi • 80.0 gpm Option 6: Two-stage Energy Efficient Reverse Osmosis membranes (flow numbers represent a normalized feed flow of 100 gpm, numbers noted as percent represent percent permeate for that stage) Figure 8: Two-stage Energy Efficient Reverse Osmosis(lower feed pressure) Product water considerations Each of the above Options has a different level of removal of the minerals and chemicals which are present in the raw water. Options One and Two will have the lowest concentration of chemicals in the product water as they use the type of membrane with the highest rejection of these chemicals. Options Four and Five use a type of membrane with a lower level of rejection of these chemicals and as a result will have a higher concentration in the product water than Option One. Options Three (A) and Three (B) will have higher concentrations in the product water than Option One due to the blending of raw water with the permeate from the membrane treatment process. Option Six is similar to Options One and Two, except a slightly different R.O. membrane is used resulting in a slightly higher mineral content in the product water. Table 1 provides a comparison between these four options for a list of typical chemical parameters along H:\2009\2009020\EN\GDESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 10 with a comparison with the raw well water. The system provider for Option Two did not submit water quality expectations for their system, although they would be expected to be similar to Option One. The hardness in water is primarily a result of the combination of the calcium and magnesium in water and can be calculated using the concentration of these two ions. The typical classification of harness of water is provided in Table 2. Table 2: Hard water classification Hardness Range (mg/1 as CaCO3) Description 0—75 Soft 75 — 100 Moderately hard 100—300 Hard 300+ Very hard As can be seen from Table 2, the raw water from the wellfield (identified in Table 1) can be considered as being very hard, whereas the product water from all of these treatment options can be considered as being soft. The product water from Option One can be considered as very soft. Another parameter that is important when it comes to the stability of the water in pipelines and plumbing is the alkalinity of the water. This is a measure of the amount of acid which needs to be added in order to adjust the pH of the water. A water with little alkalinity is one which will generally be corrosive as this can be an indicator of stability of the water when considered in combination with the hardness. As a result, it is likely that the product water from Options One, Two, and Six will require the addition of post-treatment chemicals in order to reduce the potential for corrosion. Options Three (A) and Three (B) were developed with the intention of yielding water with hardness of between 40 and 60 mg/1 (as CaCO3) and the hardness for Option Four is simply that which results from three-stage nanofiltration treatment of this water. Options Five (A) and Five (B) were developed with the intention of yielding water that is softened, but at two different hardness levels. One point that should be taken from this analysis is that either the process of blending filtered raw water with RO treated water or adjustment of the combination of nanofiltration process feed pressure and throttling the permeate valve(s) allows for an adjustment in product water quality by changing the distribution of flow between stages. As can be seen in Table 1, within a range of possible values, the amount of filtered raw water to bypass around the RO treatment unit can be adjusted as an operational parameter to achieve a desire product water hardness and alkalinity. H:\200912009020\EN\GDESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 1 1 kc •{ O & ( 2 2 ; m o ; c - mr4 ® # a %S M = qff _ . _ e Z m ( R C ' w cs vi C 0 d CT • _ | « c C/ / a k . - - cf., a G_/ - T- _ c O ) col tt 0 { g c y 7 y w 2 o c k fa, ^ rn ) m 0 k = » -»S w a oci) M9. 2 C - ® q o o a F COBS 0 C o 0 � aq . .§ ƒ p 2 01 y - a C C ( \ : •O § - •a •e ® % 2 p 3 0 E k o _ En / U § 2 2 2 S o• g 2 c) ? cii c O C - - c) d - E \ U t ° % Cl) t 7 VD \ w g 00 q \ \ VD m a m m n \ c \ C § \ 60 _ ® \ E \ •\ / k - k E _ o E EE ±_ ± U E = EE \ = \ \ ^ - ƒ a '/ J .§ � ) \ \ = S % @t km \ § H g VD d , � Q E\ E \ x § Pretreatment Considerations Each of the system providers who submitted the information compiled above, also submitted recommendations on the type of pretreatment which should be performed prior to the membrane process. Option One — recommended cartridge filtration, along with scale inhibitor feed system. Option Two — recommended cartridge filtration, along with scale inhibitor feed system. Options Three (A) and Three (B) — recommended iron removal prior to the membranes using manganese dioxide catalytic media filtration, along with scale inhibitor feed system. Option Four— recommended multi-media filters, followed by carbon filters, along with scale inhibitor feed system. Options Five (A) and Five (B)—recommended cartridge filtration, along with scale inhibitor feed system. Option Six — recommended cartridge filtration, along with scale inhibitor feed system. The option of using reverse osmosis along with flexibility in being able to bypass filtered raw water has some advantages. It allows for operational adjustments to produce the desired water quality including making periodic adjustments in the event the feed water quality changes with time. As the product water from the treatment units is the highest purity, adjustments using post treatment chemicals can be made to produce the desired water quality in comparison to potential future concerns if using nanofiltration membranes and questions as to whether they would continue to meet product water quality in the event of a future change in raw water quality. The relative costs of these two systems is not significant when compared to the overall cost of the project, both on a capital cost basis and operational cost basis. Recommendations Additional sampling is recommended to better establish the iron concentration in the raw water from the wellfield and to include this information in the system specifications in order to allow each bidder to include an alternate price for additional pretreatment if they feel it necessary for the system they are proposing. It is recommended that bid specifications be prepared for reverse osmosis systems which would have bypass piping to allow for blending of raw filtered water around the RO H.\2009\2009020\EN1G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 13 membranes to allow for adjustment of the product water hardness and alkalinity. This would allow for operational flexibility and opportunity to reduce post-treatment chemical addition. In addition, post-treatment chemical addition storage and feed systems should be installed to also allow their use in the event that the blending of the filtered well water alone is insufficient to provide a stable product water. It is also recommended that each system provider be asked to bid a base system without an intermediate booster pump as for a facility of this size the requirement of additional equipment to operate and maintain does not justify the small increase in potential power savings. A series of alternative bid items will be provided to allow for possible differences in recommended pretreatment. The bid price for the base bid will be binding, whereas the bids for pretreatment and other options will be negotiable with the low bidder following award. A bid item will include coordination with the Engineer of Record during final design of the project to allow layout of the building, piping, electrical and mechanical systems to allow installation of their treatment system with the minimum of potential issues between building construction contractor and the treatment equipment provider/installer during construction. Considerations in Sizing Membrane Skids and Permitted Capacity Requested There are a number of considerations which need to be incorporated in sizing the volumetric flow capacity for each membrane skid. One relates to having a sufficient number of skids such that with one skid offline, either for scheduled maintenance or unscheduled repairs, that sufficient capacity remains to meet the community's needs. This generally means increasing operating hours per day on the remaining skids to make up for the skid that is offline. Another factor relates to the number of hours per day operation during a typical day. In addition, in order to minimize raw water storage, the production capacity of the wellfield must also be considered. Normally, in order to keep the capital cost of the water treatment plant as reasonable as possible, the number of hours of operation per day should be on the order of 16 to 24 hours per day when meeting maximum day flow demands. Due to the size of this utility, that may not be practical from a staffing standpoint. The trade off is to build a larger capacity treatment plant and operate it fewer hours per day. Another consideration, when making this decision, is that additional finished water storage is needed as water is being produced during only a portion of the day which must be stored for use by the customers during the remainder of the day when the water treatment plant is not being operated. Earlier this year, the wellfield pumps and electrical systems were upgraded. This has resulted in the ability to pump 200 gpm from each of the two wells simultaneously (combined total of 400 gpm). Recent testing of the wells confirms the ability to pump 400 gpm with two pumps in service. This recent testing also allowed for measurement of the pressure in the pipeline at the wells along with pressure in the pipeline at the water treatment plant. The difference in these pressures is due to the friction loss in the pipeline between the wellfield and the water treatment plant. Based on these H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 14 measurements, along with operation of each pump independently, we have been able to predict the maximum pumping capacity from the three wells using the existing pipeline and the new pumps. The anticipated maximum pumping capacity should be 500 gpm with all three wells in service. The wellfield electrical upgrades included installation of equipment that would potentially allow installation, at some future date, of larger pumps than were installed at this time. The reason for not installing the larger pumps at this time was based on the following considerations. • To reduce the amount of electrical power consumed in operating the wellfield by not oversizing the pumps at this time. • To avoid operation of the existing older pipeline at high pressures to extend the life of the pipeline as long as possible. • To avoid having to pay Lee County Electric Coop to upsize the power lines which provide power to the wellfield. • The need for more than 500 gpm is not envisioned at this time and it is likely that a future upgrade would occur after the new pumps have reached their useful life. It is envisioned that at some point in the future that the wellfield will be able to provide 600 gpm which is the maximum permitted capacity for the three wells. For this reason, it is recommended that the new water treatment plant membrane skids be sized to handle the future condition of 600 gpm, or 200 gpm per well times three wells with each membrane skid handling the raw water from one well. It is also recommended that each membrane skid be designed with a VFD operated feed pump that can adjust the feed flow and pressure to operate between 165 gpm and 200 gpm. This will also allow the system to operate at the pressure needed for new membranes as well as operate at a higher • pressure in the future as the membranes age. In this manner, with two wells in service and two membrane skids in service the feed flow would be a maximum of 400 gpm and a product water flow of 320 gpm and with three wells in service and three membrane skids in service the feed flow would be at 500 gpm and a product water flow of 400 gpm. Maximum daily production capacity (operation for 24 hr/day) would be 576,000 gallons per day. 400 gpm x 60 min/hr x 24 hr/day=576,000 gpd The Recommended Phase I design capacity maximum day demand was predicted to be 280,000 gallons/day, which is 200% of current maximum day historic levels. This could be accomplished by operation of the new water treatment plant 12 hours per day on the day with the highest demand for potable water. 280,000 gal/day=700 minutes/day or 11.67 hours/day 400 gpm H:\2009\20090201EN\G DESIGN-REPORTS-TECH MEMOS\Gl Preliminary Design Reports\Consideration of various membrane options.doc 15 The Average day demand for potable water during peak season, associated with a maximum day demand of 280,000 gpd, would be 210,000 gpd. This would mean operation for less than 9 hours per day. 210,000 gal/day = 525 minutes/day or 8.75 hours/day 400 gpm The Average day demand during the entire year, associated with a maximum day demand of 280,000 gpd, would be 150,000 gpd. This would require operation for between 4 and 8 hours most days during the year, or an annual average of around six hours per day. 150,000 gal/day=375 minutes/day or 6.25 hours/day 400 gpm Remember that this is at a future production level that is 200% of current demands so upon start-up, the number of hours per day will be one half of this, so not all of the units will be operated simultaneously. In the event that one unit was out of service, even at the maximum day demand levels, this plant could produce sufficient water if operated 14.5 hours per day (2 out of 3 skids in service at 200 gpm feed water each). The trade off is that in the unlikely event of unscheduled repair to one skid during the highest flow day of the year that the facility would have sufficient capacity to produce sufficient water by having the operation team putting in some overtime and/or bringing in an off duty operator from a nearby facility. At some point in the future, the wellfield can be operated through having LCEC replace a few miles of overhead power lines and transformers, along with replacement of the well pumps with larger horsepower pumps. This will allow maximizing the combined production capacity of the three wells at 600 gpm (approximately 25% additional raw water flow rate). This would raise the total production capacity at the treatment plant to 480 gpm (or 690,000 gpd operating 24 hrs/day). Note that this is more than 500% of current maximum daily demand. Therefore, even if future demand was to reach 300% of present demand (which is not expected), the treatment plant could meet this level of demand by operating 14.5 hrs/day on the one day per year with maximum demand, 11 hrs/day on a typical day during peak tourist season, or 8 hrs/day on a day with annual average demand. It is believed that the above is a reasonable compromise between minimizing initial capital costs and minimizing annual operating costs, while also providing appropriate level of reliability system redundancy. Therefore, it is recommended that the specifications be prepared for 3 skids at 200 gpm feed at 80 percent recovery. There still remains a question as to what capacity do we request as the permitted maximum day capacity. The capacity we use should for permitting should be what we feel we can sustain in a reasonable number of hours of daily operation with two out of three units in service. We H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 16 do not see a down side in making this a higher number other than the potential impact on permit required hours per day for the operator to be on site. The obvious upside to a higher permitted capacity is to avoid future permitting issues with FDEP as actual demand approaches capacity. Water treatment plants are permitted at one time, prior to construction, and do not have the five-year permit renewal cycle like wastewater treatment plants. FDEP would consider the proposed treatment plant to be a Category II Class C facility. If the permitted capacity is under 500,000 gpd, this would require"staffing by Class C or higher operator: 3 hours/day for 5 days/week and one visit on each weekend day." The minimum staffing is doubled if the capacity is greater than 500,000 gpd. Therefore, the permitted capacity needs to be less than 500,000 gpd. If we take the initial maximum production of 160 gpm per skid, no bypass for blending, operation of two out of three skids, and 24 hrs/day operating time, this is equal to 460,800 gpd. This can be compared to a maximum production of 576,000 gpd operating all three skids 24 hrs/day, including bypass for blending. It would be reasonable to establish the permitted capacity of the WTP at 460,000 gpd since it will replace the existing facility which was previously permitted at 435,000 gpd (24 hrs/day operation with all units in service). This would also be less than the 500,000 gpd threshold with regard to operation staffing requirements. Pump Design and Specification Considerations When designing the pumping equipment to feed flow to a membrane system it is important to size the pump for the anticipated future conditions. One condition is that as the membranes are used and age that it will take more pressure to provide the same volumetric flow of permeate through the membrane for a constant feed flow rate. This can be illustrated in Figure 9 as the difference between the line identified as 160 gpm permeate when new versus 160 gpm permeate when old. At a feed water condition of 100 mg/I chlorides this is the difference between 78 and 96 psi. Another potential consideration is the potential that the feed water condition to change with time. In the above example, the pressure increase necessary to handle a change from 100 mg/1 chlorides to 500 mg/1 chlorides is used. In this example, an additional increase in feed pressure from 98 psi to 115 psi would be needed to handle this contingency planning. A compromise position would be to allow for a slight reduction in permeate production capacity in exchange for being able to provide contingency planning for possible future increase in chloride concentration. In the example illustrated in Figure 9, a reduction in permeate production of approximately 10 percent in the future in the event of an increase in chlorides from 100 mg/1 to 300 mg/1 would be the approximate tradeoff. This is a reasonable approach for a facility such as being planned for Port of the Islands as the proposed facility is being designed to operate considerably less than 24 hours per day and in the event of feed water quality deterioration in excess of what is anticipated were to occur then this could be accommodated in the future through an increase in run time of the facility. H:\200912009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 17 Pump Design Considerations(200 gpm feed per skid) Membrane Age and Increase in Raw Water Chloride Concentration 120 Option 1:Provide a higher feed pressure to accommodate _ potential for an increase in chloride concentration. 110 AM- 100 90 D m r a m m v � a m m a LLu j m 80 a E N Option 2:Reduce Production Capacity by 10 to 15 gpm to accommodate increase in chloride concentration. 70 60 v, 0 100 200 300 400 500 600 Chloride Concentration,mgll —4-160 gpm Permeate when New -■ 160 gpm Permeate when Old —A--145-150 gpm Permeate when Old Figure 9: Pump Design Considerations Considerations in Preparing Bid Specifications Figure 10 illustrates the major components to be included in the proposed reverse osmosis water treatment plant. A scope of supply will be prepared for the primary water treatment equipment components which will include installation of these systems within the proposed building which will be constructed under a separate construction contract. At this time, the general scope of supply around which the bid specifications are proposed to be written for the major equipment has been identified as outlined below. 1. In-line strainers 2. Acid storage and feed systems 3. Anti-scalent storage and feed systems 4. Three Reverse Osmosis treatment skids, each to include a. Cartridge Filters b. Dedicated feed pump with VFD (with ability to control pumping rate based on desired feed flow rate per skid) c. Two-stage membrane system with i. maximum membrane feed pressure of 100 psi at chloride concentration of 100 mg/I (@ flux decline of 7% per year for 5 years) ii. minimum feed flow of 200 gpm H:\2009\2009020\EN\G DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 18 iii. minimum permeate flow of 160 gpm iv. minimum recovery of 80% v. minimum chloride rejection of 90% vi. minimum calcium rejection of 90% d. Bypass piping with control valve to allow blending of raw water with permeate at a maximum flow of 30 gpm e. Control panel (PLC) for each skid with 4-20 mA output to allow integration by others into a Utility-wide SCADA system 5. Cleaning system for Reverse Osmosis membranes 6. Post-treatment systems to include a. Degasification for removal of carbon dioxide b. chemical storage and feed systems i. pH adjustment to a finished water pH of between 6.8 and 7.2 ii. alkalinity and hardness adjustment iii. corrosion inhibitor c. chlorine storage and feed systems d. ammonia feed system (for feeding post CT tank prior to finished water storage tank) It is proposed that all yard piping and primary raw water feed piping into the building and primary product water piping leaving the building will be provided by the general contractor who will build the building and do the site work. The general contractor will also install the raw water booster pumps, finished water transfer pumps, and distribution system high service pumps. The building will be constructed with pipe trenches in the floor to allow installation of piping and tubing between various systems (such as pretreatment, post-treatment, and cleaning systems). The general contractor will also provide the all electrical systems, including the motor control centers and electrical cables to the Water Treatment Room for providing power to the various equipment supplied by the equipment supply and installation contractor. At this time, the general scope of supply for the General Contractor is envisioned to include the following, although will be defined in detail as the design documents are prepared. 1. civil/site work 2. yard piping 3. building construction 4. electrical supply and distribution within the building 5. lighting 6. mechanical and HVAC 7. plumbing 8. floor trenches for process piping and tubing installation 9. feed water piping and finished water piping 10. raw water storage tank(approximately 10,000 gallons) 11. raw water feed pumps and piping 12. CT tank and piping H:\200912009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 19 13. Finished water transfer pumps and piping 14. Distribution system supply pumps and piping It is recommended that the above preliminary identification of the division of work between the General Contractor and the Equipment Supply and Installation Contractor be used as a starting point in discussions with potential Equipment Supply and Installation Contractors. These preliminary discussions should help in the development of the final bid specifications such that potential coordination issues between the two contractors can be minimized during development of the plans and specifications for the project. In addition, it is proposed to bid the Equipment Supply and Installation contract ahead of completion of the design of the building in order to be able to receive shop drawing submittals for the water treatment skids before finalizing the dimensions and locations of the pipe trenches. The bid specifications for the water treatment equipment will provide definitions of the work to be done during final design of the building by the equipment supply and installation contractor along with progress payments. Provisions will also be made for defining the earliest date at which the supplier may request inspection of the skids to establish a date upon which payment request may be submitted for stored materials as well as percentage of contract price which stored materials are reimbursable. This will help identify the risk to both parties by establishing a time when the equipment becomes the property of the CID and allow bidders to determine how to price their equipment for assembly and installation at a defined future date. Removing uncertainty from the bid will hopefully allow for better and more competitive pricing. H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 20 / \ Reuse WaterW - / from W P 4 concentrate Existing Irrigation Water • ►I_--� Storage + _ Tanks 4 4,Proposed Bypass-blending ► Proposed in-line Cartridge Proposed pH adjustment Filters(3) } concentrate ♦ 4 Raw Water and anti-scalant � •, ,:4 14 A �\ Feed Pumps addition • Proposed t Proposed Proposed RO Bypass-blending Raw Water in-line Feed pumps(3) Feed Tank Strainer concentrate ♦ r 4,, .... ...... Proposed 2-stage RO skids(3) v a. Bypass-blending A 2 existing plus Existing 1 proposed Finished Water m Raw Water Storage Tank Proposed Wells CT Tank ► �-' �_ - • • Potable water Proposed Proposed -- Proposed in-line to Customers 4 Distribution Finished Water Post-treatment System Pumps Transfer Pumps Chemical mixing Figure 10: Process Flow Schematic—Proposed Reverse Osmosis Water Treatment Plant Project Scope Description H:\2009\2009020\EN\G_DESIGN-REPORTS-TECH MEMOS\GI Preliminary Design Reports\Consideration of various membrane options.doc 21 i-- fc774-40.116-- tge._ #P,zi...v.43 PRELIMINARY ENGINEERING REPORT NEW WATER TREATMENT PLANT Prepared for Port of the Islands Community Improvement District Naples, Florida June 10, 2009 Prepared by: Ronald E. Benson, Jr., Ph.D., P.E. Hole Montes, Inc. Naples, Florida lini HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 1 EXECUTIVE SUMMARY The Port of the Islands Community Improvement District owns and operates the existing lime softening water treatment plant, located in the northeast quadrant near the end of Union Road. This facility was purchased more than 15 years ago when a private utility company in northern Collier County connected to the Collier County Utilities water system and declared it surplus. The existing water treatment plant is now more than 30 years old and has reached its useful life. It is becoming more and more difficult to be able to repair the corroded steel tank components and some of these areas with corroded metal are getting to the point of structural concern in addition to tank leaks. Water treatment technology has progressed since this water treatment plant was new and the existing lime softening treatment technology does not remove as much naturally occurring organic matter as the new treatment technologies. Newer membrane treatment technologies provide a much higher quality of potable water for the customers than does lime softening. The current water supply source consists of two wells located approximately two miles northeast of the water treatment plant. Addition of a third well is currently under design and is anticipated to be operational by the end of calendar year 2009. Initially the third well will serve primarily to allow rotation of the wells with either one or two wells normally in service simultaneously. Eventually the well pumps may be upgraded to increase the production to the maximum amount permitted. These wells draw water from the Lower Tamiami aquifer with the large wetland areas north and east of the wells as the general recharge area. The naturally occurring organic matter in the well water is a natural byproduct of decomposition in the surficial layer of soil in the wetland areas surrounding the wells and recharging the surficial aquifer in this area. The water quality is fresh in this area of fairly rapid recharge with essentially no competing users. The water quality is influenced by the Fakha Union Canal and its connection to the Gulf of Mexico and as a result the water from the surficial aquifer has higher salinity as you move west from the existing wells toward the Fakha Union Canal. Test wells drilled near the existing water treatment plant can be described as brackish. Two alternatives were developed for consideration. One alternative considered was for continued use of the existing wells with membrane treatment and the other alternative was for new brackish water wells with reverse osmosis treatment. Membrane treatment of the water from the existing wells was selected as being considerably lower cost. The plan includes construction of a new WTP consisting of three membrane skids with a raw water capacity of 200 gpm each (160 gpm product water each). The total WTP design capacity will be 480 gpm (equivalent to 600,000 gpd if all three skids operated 24 hours per day). The facility is being designed for an initial permitted capacity of 280,000 gpd (16 hours per day with two skids or 10 hours per day with all three skids in service). Concentrate will be discharged into the irrigation water storage tank and blended with reclaimed water from the wastewater treatment plant along with raw water from the same wellfield which provides the raw water for the WTP. If deemed necessary during S HOLE MONTES PRELINIINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 2 permitting for the project, the concentrate could receive treatment using the existing sand filter and chlorine contact basin at the WWTP prior to discharge into the irrigation water storage tanks. The preliminary opinion of construction cost for this project is $3.7 million. It is estimated that the new water treatment plant could be operational as soon as 18 months after authorization to begin design and permitting. fart-ofi HOLE MONIES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA l'ER TREATMENT PLANT June 10, 2009 Page 3 BACKGROUND Port of the Islands Community Improvement District provides the local governmental services for the Port of the Islands planned community, located in southern Collier County. Refer to Figure 1-1 for a location map. The Port of the Islands Community Improvement District was established in 1990 with each parcel of land assigned a number of Equivalent Residential Connections (ERC) in proportion to their share of Bond debt to be paid through tax assessments. In this manner, the build-out demand for utilities can be identified. During the first ten to twelve years, development was at a fairly steady, although slow pace. Then during the next few years the rate of development increased before slowing down with the current downturn in the national economy. The community consists of two hotels, a 174 slip marina, 165 single family lots, Collier County approvals for 644 multifamily units, and undeveloped property with approximately 220 Utility ERCs. The community, including layout of the existing potable water and fire/irrigation water system, is identified in the attached aerial photograph exhibits. Each Utility ERC is equivalent to a single family residence. The south hotel currently is configured with 86 condominium units and the north hotel consists of 100 standard hotel rooms. At the time the CID was established, the north hotel and conference center (89 ERCs) was identified as having dining and meeting facilities to serve up to 400 people, although occupancy during the past fifteen years has been very limited. The bulk of the remaining undeveloped property is located either north of the north hotel (183 ERCs) or the commercial properties along US 41 at Newport Drive and Cays Drive (28 ERCs). Redevelopment of the south hotel property has been approved by Collier County for 90 multifamily units and redevelopment of the north hotel property is also a potential at some point in the future. It is estimated that 109 of the 165 single family lots have houses constructed at this time (66%) and that 510 of the County approved 644 multifamily units have been constructed at this time (70%). The following summarizes the status of development in these residential areas which have been developed. The Cays—Phase I(west side) 59 out of 75 single family lots The Cays—Phase II (east side) 50 out of 90 single family lots Sunset Cay/Sunset Cay Lakes 192 out of 192 multifamily units Sunrise Cay 68 out of 68 multifamily units Stella Maris 134 out of 134 multifamily units Orchid Cove 116 out of 160 multifamily units The Retreat del Sol 0 out of 90 multifamily units With regard to utility ERCs, there are 517 ERCs constructed out of 680 ERCs associated with the identified uses in these areas of the community. ifr i904-06—"KC i0.4a...4.5 HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 4 Constructed Units Single Family 109 units x 1 ERC/SF unit = 109 ERC Multifamily 510 units x 0.8 ERC/IviF unit =408 ERC Total constructed 619 units =517 ERC Planned Units in these developments Single Family 165 units x 1 ERC/SF unit = 165 ERC Multifamily 644 units x 0.8 ERC/MF unit =515 ERC Total planned in these areas 809 units =680 ERC The total number of utility ERCs for the entire community is 1,032, so the ERCs associated with the housing units already constructed in these areas of the community represent one-half of the total utility ERCs planned for the entire community. The ERCs allocated to other properties, not identified above, is the difference between 1,032 and 680 or 352 ERCs. The bulk of these ERCs are allocated to the North Hotel and former RV Park properties (89 ERCs and 183 ERCs respectively). These properties are zoned RT by Collier County and could be developed at a density as high as 16 units per acre which is appropriate for a resort hotel or other high density multifamily development. The maximum development of these properties, as are all properties at Port of the Islands, is limited by the available ERCs allocated to each property. For purposes of estimating equivalent build-out population, the 352 ERCs which were not identified above with the existing residential properties are converted to the number of potential multifamily units using the ratio of 0.8 ERCs per multifamily unit resulting in the potential of an additional 440 multifamily units if all of these ERCs were converted to multifamily use. Adding the 809 housing units in the planned (and mostly developed) portions of the community to the potential for an additional 440 multifamily units(or equivalent) yields a total of 1,249 housing units at build-out. Using a ratio of 2.0 persons per housing unit multiplied times the number of potential housing units at build-out suggests a build-out population of 2,500 persons. Presently, due to current economic conditions, a number of the completed housing units at Port of the Islands either remain the property of their developer or are unoccupied and listed for sale. The occupancy rates at the two hotels are also rather low. It is estimated that today the equivalent population for the community is approximately 1,000 persons. Therefore, it is believed that future demand for potable water will be approximately 2.5 times greater than it has been in recent years. �. tg�IsP Q J °� HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 5 The Port of the Islands Community Improvement District owns and operates the existing lime softening water treatment plant, located in the northeast quadrant near the end of Union Road. This water treatment plant was purchased more than 15 years ago when a private utility company which previously operated in northern Collier County connected to the Collier County Utilities water system and declared it surplus. The existing water treatment plant is more than 30 years old and has reached its useful life. Water treatment technology has progressed since this water treatment plant was new and the existing lime softening treatment technology does not remove as much naturally occurring organic matter as the new treatment technologies. It is becoming more and more difficult to be able to repair the corroded steel tank components and some of these areas with corroded metal are getting to the point of structural concern in addition to tank leaks. Recent sanitary survey performed by the Florida Department of Environmental Protection (FDEP) has confirmed the condition of this water treatment plant and has indicated a number of substantial improvements be made or that a new water treatment plant be constructed (a copy of the May 13, 2009 FDEP report is provided in the Appendix). A new water treatment plant has been contemplated for the community and has been included in the CID's capital improvement plan for the past four to five years, although a project initiation date was not yet established. fi '.*t+tic lsP. Qs HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA lER TREATMENT PLANT June 10, 2009 Page 6 WATER RESOURCE EVALUATION The current water supply source is two wells located approximately two miles northeast of the water treatment plant. These wells draw water from the Lower Tamiami aquifer with the large wetland areas north and east of the wells as the general recharge area. The naturally occurring organic matter in the well water is a natural byproduct of decomposition in the surficial layer of soil in the wetland areas surrounding the wells and recharging the aquifer in this area. The water quality is fresh in this area of fairly rapid recharge with essentially no competing users. The water quality is influenced by the Fakha Union Canal and its connection to the Gulf of Mexico and as a result the water from the surficial aquifer has higher salinity as you move west from the existing wells toward the Fakha Union Canal. During February and March of 2008, a testing program was performed at Port of the Islands in both the vicinity of the existing water treatment plant and existing wellfield. It was determined that the water table aquifer in the vicinity of the water treatment plant, although it contained fresh water, consisted of low permeability sands which limit yield making it unsuitable for either potable or irrigation water supply. The Lower Tamiami aquifer (aquifer immediately below the water table aquifer) is highly productive near the water treatment plant site, although it contains chlorides at approximately 3,800 mg/I making it unsuitable irrigation water supply and only suitable for potable water supply if treated to remove the dissolved minerals and salts. It was determined that in the vicinity of the existing wellfield that the Lower Tamiami aquifer exists between a depth of approximately 15 feet and 80 feet below land surface (BLS) with chlorides ranging from 80 mg/1 at 30 feet BLS to 1,200 mg/I at 80 feet BLS. Computer model simulations identified that pumping 0.832 MGD (maximum permitted flow for potable water and irrigation water combined) from the two existing wells would be expected to result in a drawdown of approximately 0.5 feet in the water table aquifer which is deemed a minimal impact on neighboring wetlands. Additional computer modeling was performed to assess the potential for upconing (movement of chlorides from below the bottom of the well up into the well). This modeling indicated that after 20 years of continuous pumping at 0.532 MGD (average annual permitted flow for potable water and irrigation water combined) that the chlorides would be expected to increase from 80 mg/1 to 200 mg/I. (The chloride limit for potable water is 250 mg/1 so an increase to 200 mg/1 is not considered a problem, especially since water treatment technology being considered will remove a significant amount of chloride.) In order to minimize the potential for upconing it was recommended that a third well be constructed and each well be limited to a maximum flow of 200 gpm. The test well was recommended to be converted to a monitoring well to be used for observing the conditions in the POI wellfield and that the third well be constructed near the northwest corner of Section 2 (R28E, T52S). Refer to Figure 2-1 from the November 2008 application to modify the SFWMD water use permit. for -tie_t ' CIV's HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 7 INVESTIGATION OF DESIGN CAPACITY NEEDED Port of the Islands Community Improvement District submitted an application to the SFWMD in 2005 for renewal of their Water Use Permit for public water supply. Table F from that application provided a summary of historic water use for the period 1998 thru 2004 and is provided in Exhibit 1. Exhibit 1 -Past Water Use data submitted to SFWMD in 2005 TABLE F Past Water Use Year Past Per Capita Total Annual Average Month Maximum Ratio Population" Usage Use(MG) Use(MG) Month Use(MG) Max:Average 1998 590 116 25.0 2.05 2.90 1.41 1999 625 120 27.4 2.25 3.00 1.33 2000 675 116 28.6 2.35 3.10 1.32 2001 735 104 28.0 2.30 3.20 1.39 2002 790 102 29.5 2 43 3.35 1.38 2003 840 100 30.7 2.52 3.55 1.41 2004 885 106 34.3 2.82 3.80 1.35 . Source of Projected Population Information:Number of ERC constructed,2.0 persons per ERC. Table G from that application provided a projection of growth within the community for the period 2005 thru 2014 and is provided in Exhibit 2. In developing these population projections, it was assumed that the community would be built out in 2014 at an equivalent population of 2,650 persons. The permit was issued on August 31, 2006 (expiration date of September 8, 2016) for an annual withdrawal of 111.2338 million gallons and a maximum month withdrawal of 12.9702 million gallons. The permitted annual average daily flow is equal to 304,750 gallons per day while the permitted maximum month average daily flow is equal to 432,000 gallons per day (potable water only). The flows allowed by the 2006 permit were essentially what were requested in the 2005 permit application and were similar to the amount which had been previously approved by the SFWMD for this community. i--�. -ACC s I.CIVR HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 8 Exhibit 2-Projected Water Use data submitted to SFWMD in 2005 TABLE G Projected Water Use Year Projected Per Capita Total Annual Average Month Maximum Ratio Population" Usage Use(MG) Use(MG) Month Use(MG) Max:Average 2005 1060 115 44.5 3.71 5.19 1.40 2006 1235 115 51.8 4.32 6.05 1.40 2007 1410 115 59.2 4.93 6.90 1.40 2008 1585 115 66.5 5.54 7.76 1.40 2009 1760 115 73.9 6.16 8.62 1.40 2010 1935 115 81.2 6.77 9.48 1.40 2011 2110 115 88.6 7.38 10.33 1.40 2012 2285 115 95.9 7.99 11.19 1.40 2013 2460 115 103.3 8.60 12.05 1.40 2014 2650 115 111.2 9.27 12.98 1.40 ' Source of Projected Population Information:Buildout to approved zoning densities within 10 yr. Exhibit 3 -Graphical Representation of Flow data used in 2005 WUP Application 500,000 450,000 ♦ I 400,000 ' ♦ • 350,000 • ♦ v I a. • 3300 000 ♦ o • Li ♦ m 250,000 O I o ♦ • y 200,000 > ♦ Q • • 150,000 Mi 100,000 AVW, 1 50,000 0 , Oct-95 Jul-98 Apr-01 Jan-04 Oct-06 Jul-09 Apr-12 Dec-14 Sep-17 -i-Monthy Average- - Projected Max Month Or fO "Ok&1, IHMI s HOLE MONIES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WAFER TREATMENT PLANT June 10, 2009 Page 9 Exhibit 3 illustrates the monthly flow data which was used in preparation of the Water Use Permit along with the actual maximum month flow data and projected maximum monthly flow data. A couple key items related to the justification for build-out water demand was: (1) population estimates based on number of meter connections suggested an annual average daily flow of 115 gallons per capita per day and maximum month average daily flow of 160 gallons per capita per day (gpcd), (2) the rate of development was speeding up along with a corresponding increase in water consumption, and (3) the build-out population in 2014 was estimated to be three times greater than the 2004 estimated population. Exhibit 4—Graphical Representation of Flow data used in 2005 updated to include flows through February 2009 500,000 450,000 ♦ • 400,000 ♦ ♦ 350,000 • -a ♦ ♦ O1 300,000 ♦ r ♦ •m 250,000 ♦ • a 200,000 ♦• - 150,000 ♦ • 100,000 e • 50,000 0 Oct-95 Jul-98 Apr-01 Jan-04 Oct-06 Jul-09 Apr-12 Dec-14 Sep-17 4— Monthly Average- - Max Month Projected in application These 2005 data have been updated with the actual flows during the past three and one- half years and are provided here as Exhibit 4. The historic flows for the period 2005 through present suggest a steady decline in maximum monthly flows. It is believed that there are four primary reasons for the decline in flow instead of the projected increase in flow: (1) the irrigation system and fire hydrants located in the first phase of The Cays (Newport Cay and Morningstar Cay) were converted to the fire and irrigation system which would have shifted demand from the potable water system to the irrigation system, (2) the slowdown in the real estate market has resulted in failure to attract new occupants '. -�-tic IsQ4IHNII s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA l'ER TREATMENT PLANT June 10, 2009 Page 10 to many of the multifamily units which were constructed, (3) many of the existing housing units, especially those used seasonally, appear to not be occupied at historic rates, and(4) more attention has been paid to identifying un-accounted for water resulting in less water needing to be produced to meet community needs. The SFWMD has requested an update of the historic flow and population data for preparing an update in projection of future withdrawals for potable water at Port of the Islands. The updated Table F is provided here in Exhibit 5. The average per capita usage for the past five years is approximately 90 gpcd, even using the average for the past couple of years which have likely been impacted by the high percentage of unoccupied housing units which are currently For Sale. Exhibit 5-Updated Table F to include data through 2008 TABLE F Past Water Use Year Past Per Capita Total Annual Average Month Maximum Ratio Population` Usage Use(MG) Use(MG) Month Use(MG) Max:Average 1999 590 116 25.0 2.05 2.90 1.41 2000 625 120 27.4 2.25 3.00 1.33 2001 675 116 28.6 2.35 3.10 1.32 2002 735 104 28.0 2.30 3.20 1.39 2003 790 102 29.5 2.43 3.35 1.38 2004 840 100 30.7 2.52 3.55 1.41 2005 885 106 34.3 2.82 3.80 1.35 2006 910 90 29.8 2.48 3.34 1.35 2007 935 76 25.8 2.15 3.03 1.41 2008 960 74 26.0 2.17 2.92 1.35 • Source of Projected Population Information:Number of ERC Constructed,2.0 persons per ERC. It is proposed to use 90 gpcd for the annual average per capita usage, in place of the previously used 115 gpcd (2005 permit application) to account for shifting of some demand on the potable system for the remaining portions of the community which were still using potable water for irrigation at that time, as well as some reduction in lost water. It is assumed that the proposed water treatment plant will be a nanofiltration type process with a recovery of approximately 85 percent of the raw water processed into finished water. Therefore, in order to produce 90 gpcd the new water treatment plant will require 106 gpcd of raw water. Using the projected build-out population of 2,500 persons, and an annual average per capita demand of 106 gpcd, results in a build-out water demand of 265,000 gpd. Using the historic ratio of maximum month to annual average demands of 1.40, results in a projected maximum monthly average daily requirement for raw water of 370,000 gpd. 4904-06-tge_1s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 11 While the SFWMD permits water withdrawals based on maximum monthly flow and annual flow, water treatment plants are permitted by FDEP based on a maximum daily flow of water produced. Recall that a recovery of 85 percent of the raw water resulting in finished water was used previously. Historically, a ratio of between 1.3 and 1.5 has been typical when comparing maximum daily flow to maximum month average daily flow for the Port of the Islands system. The maximum daily flow of raw water can be estimated to be 500,000 gpd using a maximum day peak factor of 1.35 times larger than the maximum monthly average daily flow along with the projected 370,000 gpd maximum month average daily flow. This needs to be reduced to 85 percent to account for finished water produced. Projected Build-out Annual Average Daily Flow 0.225 MGD Projected Build-out Maximum Month Average Daily Flow 0.315 MGD Projected Build-out Maximum Daily Flow 0.425 MGD As a comparison, the actual flows during the most recent twelve month period were: Annual Average Daily Flow(Mar 2008-Feb 2009) 0.070 MGD Maximum Month Average Daily Flow(Mar 2008) 0.093 MGD Maximum Daily Flow(Mar 2008) 0.130 MGD Another point of comparison is the maximum recorded flow conditions for this facility: Annual Average Daily Flow(Apr 2004-Mar 2005) 0.098 MGD Maximum Month Average Daily Flow(Feb 2005) 0.135 MGD Maximum Daily Flow(Feb 2005) 0.175 MGD Another factor to be considered when doing an evaluation to determine the design capacity for a new water treatment plant is the probability of the projected build-out flow being reached. A good way to consider this when reviewing the above calculation based on projecting raw water needs is to recognize that in the current permitting situation which exists for existing permitted users in the vicinity of Port of the Islands is that any water not allocated to an existing user will be reserved for the environment and not available for allocation in the future for potable water or irrigation uses. This requires that projection of future water needs be done at a very high percentile of potential need as correction of the projection to obtain a higher allocation at some time in the future will be extremely difficult. On the other hand, in the event that not all of the allocation is needed in the future there is limited, if no, downside. With regard to the water treatment plant, it is preferred to use the above numbers for what they represent — the maximum projected need at some time in the future. Therefore, the proposed water treatment plant needs to be designed to possibly produce the above indicated demands although it will be preferred to install only a portion of the maximum equipment needs at the time of construction while allowing it to be easy to install additional equipment in the future. There are several reasons for this including: (1) to limit initial expenditure to units with a 'Parr --t�&Isms MI HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 12 high probability that they will be needed, and (2) to not install equipment so far in advance of their need such that limited hours of use would be likely prior to equipment eventually requiring replacement due to corrosion or becoming outdated prior to wearing out. Expansion of the type of membrane treatment plant which is envisioned is fairly easy if sufficient physical space and pipeline stub-outs are left for future expansion of the water treatment plant allowing for future installation of additional membrane skid(s) in a modular fashion. It is suggested that an initial capacity of approximately 200 percent of the maximum flow treated at this facility during the past 12 months be used for design purposes with room provided in the design for additional pumping and membrane equipment to expand the facility up to the maximum allowed under the raw water allocation. Therefore the following initial finished water production capacity is proposed. Recommended Initial Annual Average Daily Flow 0.150 MGD Recommended Initial Maximum Month Average Daily Flow 0.210 MGD Recommended Initial Maximum Daily Flow 0.280 MGD 4 &Ism IHIVI 5 HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA I'ER TREATMENT PLANT June 10, 2009 Page 13 OVERALL PLAN FOR WATER CONSERVATION AND REUSE The Port of the Island water, wastewater, and irrigation systems will be tied together to allow for reuse of all water possible prior to use of the combination of raw water from the wells along with reclaimed water generated at the proposed membrane WTP and produced at the existing membrane bioreactor (MBR) WWTP. An example of the anticipated water balance at initial construction phase maximum month average daily flows is provided in Exhibit 6. Two out of the three surficial aquifer wells will operate simultaneously with approximately one-half of the raw water from the wellfield going to the membrane WTP and one-half going directly into the Reclaimed Water Storage Tank. As the raw water passes through the NF membranes approximately 85% becomes finished water and 15% will contain the concentrated dissolved solids removed from the raw water. The Concentrate flow will be discharged into the Reclaimed Water Storage Tank. The finished water will be provided to the potable water system customers and approximately two-thirds of the volume will be returned to the sanitary sewer system following use by the customers and transported to the WWTP. The wastewater will be treated by the MBR and disinfected using chlorine prior to discharge into the Reclaimed Water Storage Tank. Approximately 8 percent of the water used for irrigation will have been reclaimed from the NF membrane concentrate (which would otherwise have needed proper disposal) and approximately 28 percent will have been reclaimed from the WWTP effluent (which would otherwise have been disposed into the wetland system). As a result, only approximately 64% of irrigation needs will have been met using raw water from the wellfield. ' art+ tom 4SQ-a�Qs HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 14 Potable Water Distribution Sanitary Sewer Well#1 ater Storage System Potable Water System Tank 200 gpm 120,000 gat 210,000 gpd customers 140,000 gpd Well#2 Finished Water 200 gpm @ 85% 210,000 gpd Well#3 Concentrate Reclaimed 200 gpm Membrane A15% Water Storage Reclaimed Water WWTP 40,000 gpd Tanks 140,000 gpd A (450,000 gal) Raw water 250,000 gpd Irrigation 575,000 gpd Raw water customers 2 wells @ 200 gpm 325,000 gpd 24 hrs/day 505,000 gpd 6 hrs/day @ 1,400 gpm Exhibit 6—Water Balance Flow Diagram (initial phase) Exhibit 7 provides the water balance for build-out flow conditions. In the event potable water demands were to reach this level it is anticipated that an additional potable water storage tank may be needed. If irrigation demands reach this level, an additional reclaimed water storage tank may be needed also. tge_is s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA TER TREATMENT PLANT June 10, 2009 Page 15 Potable Water Distribution Sanitary Sewer Well#1 ater Storage System Potable Water System 200 gpm Tanks 315,000gpd customers ' 240,000 gal 200,000 gpd Well#2 Finished Water 200 gpm @ 85% 315,000 gpd Well#3 Concentrate Reclaimed 200 gpm ' MembrPane 15% Water Storage Reclaimed Water WWrP VVT55,000 gpd Tanks 200,000 gpd (450,000 gal) Raw water 370,000 gpd Irrigation 775,000 gpd Raw water customers 3 wells @ 200 gpm 405,000 gpd 21.5 hrs/day 660,000 gpd 8 hrs/day @ 1,400 gpm Exhibit 7—Water Balance Flow Diagram(maximum build-out) f3 -06-tie-iS QS HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA I'ER TREATMENT PLANT June 10, 2009 Page 16 RAW WATER QUALITY Samples were collected of the raw water from the POI wellfield and sent to a water quality testing laboratory in order to obtain information to be used in the preliminary analysis of the proposed water treatment system. The results of this testing for conventional water quality parameters are summarized below. In addition, the raw water was tested for a wide spectrum of potential pollutants and found to not have any amounts of these potential pollutants at levels which can be detected. Copies of laboratory testing reports are included in the Appendix. Sample Event Raw Water Well #2 (West Well) March 25, 2009 PARAME 1'ER RESULT UNITS Sodium 34 mg/L Barium 0.021 mg/L Sulfate 36 mg/L Chloride 69 mg/L Fluoride 0.01 mg/L Total Dissolved Solids 404 mg/L Iron, total (Fe) 0.66 mg/L Manganese(Mn) 0.025 mg/L Color 15 C.U. Arsenic 0.0026 mg/L Additional analyses performed on sample collected April 22, 2009 PARAMETER RESULT UNITS Calcium(Ca) 120 mg/L Magnesium (Mg) 4.7 mg/L Potassium(K) 0.79 mg/L Ammonium (NH4) 0.19 mg/L as N Strontium (Sr) 0.23 mg/L Bicarbonate(HCO3)Alkalinity 293 mg/l as CaCO3 Carbonate(CO3)Alkalinity 1.29 mg/l as CaCO3 Hydroxide(OH)Alkalinity 0.02 mg/I as CaCO3 Phosphate(PO4) 0.010 mg/L as P Dissolved Silica(SiO2) 4.6 mg/L Total Silica(Si02) 5.2 mg/L Total Hardness 332 mg/l as CaCO3 Carbon Dioxide(CO2) 258 mg/L TOC 3.1 mg/L iti for - 6-litIs 43 KRIM HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 17 Field Sample Event Raw Water Well#2 (West Well) April 20, 2009 PARAMETER RESULT UNITS Conductivity 751 micromho/cm us/cm pH 6.87 Standard Units Turbidity 0.05 NTU Temperature 75.38 degrees, Fahrenheit ticisarL4 s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 18 ALTERNATIVES Water Supply Alternatives There are two water supply alternatives. One is to continue to use the water from the Lower Tamiami aquifer supplied from the two existing shallow wells (plus one additional well identified in recent permit modification application submitted to SFWMD). The other water supply alternative is to drill new water supply wells in the vicinity of the water treatment plant. Computer modeling of the existing wells indicate that these wells are envisioned to remain at acceptable chloride concentrations for the foreseeable future, although it is not anticipated that additional water supply (above permitted levels) would be able to be obtained in the future due to recent regulations regarding reservation of available water for the environment. Under the first alternative, the existing wells will supply irrigation water demands (in excess of production of reclaimed water) in addition to supplying raw water for the water treatment plant. Under the second alternative, the existing wells would only need to meet irrigation demands, both on a quantity and quality basis. Water Treatment Alternatives The water treatment alternatives can generally be tied to the water supply alternatives. In the event that the existing wells are retained for potable water production then a water treatment process will be needed which can remove the hardness from the well water as well as provide sufficient removal of THM precursors (naturally occurring organic matter). Where, in the past the use of lime softening (similar to what is presently being done at Port of the Islands) was the most common treatment method for raw water of this quality, at this time it is much more common to use a membrane treatment method for raw water of this quality as the membrane process also removes THM precursors and provides a higher level of protection from potential biological contaminants such as viruses, Giardia, and Cryptosporidium. The Collier County North Regional Water Treatment Plant uses membrane softening to treat water from the Lower Tamiami Aquifer (approximately 100 feet deep) obtained from wells located in eastern Golden Gate Estates. The same water supplied from these wells is also treated at the older Collier County South Regional Water Treatment Plant (SRWTP) using lime softening. During recent years when the SRWTP was expanded it was done by constructing a new membrane treatment facility on the site of the lime softening plant. Another local example is the Golden Gate Utilities water treatment plant where the original water treatment plant was lime softening and when this facility was expanded a new membrane softening plant was constructed on the same site treating the same source water. In both of these cases, the existing lime softening plant was not abandoned although the new facility treating the same source water was constructed using membrane technology. In addition, once the lime softening plant reaches its useful life at these facilities it is envisioned that it will eventually be replaced with a new membrane treatment facility. fti VA--4-t HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA lER TREATMENT PLANT June 10, 2009 Page 19 In the event that new brackish water wells were to be used for the source water, a desalination water treatment system would be needed to remove the chlorides and other dissolved minerals and salts from the water. Methods of desalination include distillation, electrodialysis, and reverse osmosis. Distillation is not an efficient method of desalination for brackish due to relatively low salinity of the water being treated and the resulting very high energy costs. Electrodialysis and Electrodialysis/Reversal, although previously used in brackish water treatment in southwest Florida, are not currently being used. Improvements to membrane technology and relative costs of reverse osmosis in today's market have generally made membrane treatment the choice for new water treatment plants in Florida. Reverse osmosis has become the most common method of treating brackish water as the relative cost of the membranes has come down and also because it has the least power cost of the desalination options. As Collier County maximized the potential use of the water supply available in eastern Golden Gate Estates they moved toward brackish water supply and reverse osmosis treatment. The newer water treatment plant for Collier County (also physically located at the South Regional Water Treatment Plant) is a reverse osmosis treatment plant with brackish source water supply. Similarly, the City of Naples has recently developed a master plan for water resources and treatment which identifies continued use of their existing fresh water wells using the existing lime softening treatment plant while identifying construction of future brackish water wells along with reverse osmosis treatment once the supply of freshwater has been exhausted. Alternatives for Consideration Alternative One consists of continuing to use the existing wells as the source water and to treat it using membrane technology (either nanofiltration or Reverse Osmosis). Membrane treatment of water (either fresh or brackish) results in what is called concentrate or reject water. The concentrate essentially has almost all of the dissolved materials originally in the raw water, while the product water has a much lower concentration of these materials than the raw water. In treating the raw water from the existing wellfield, the resulting concentrate will be able to be recovered for irrigation supply after blending with a combination of reclaimed wastewater effluent and raw water. Therefore, essentially 100 percent of the raw water will be used and no waste byproduct produced which would require disposal. Alternative Two consists of drilling new brackish water wells near the water treatment plant for the source water and to treat it using reverse osmosis. Reverse Osmosis treatment of brackish water also results in a concentrate, although since the raw water is much higher in dissolved materials the concentrate which is produced is very high in these materials and cannot be recovered for irrigation supply. The concentrate produced would require disposal and the only practical disposal method in this area would be deep injection. A deep injection well of the type required is very expensive to permit and construct. The costs for permitting and constructing of deep injection wells have a very f'., 7,6-ikIsQ Q Illavi s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 20 large minimum cost even for small facilities such as the proposed Port of the Islands WTP. A deep injection well for this project could easily cost as much as the cost of the proposed water treatment plant resulting in a doubling of the overall project cost. Brackish water treatment using Reverse Osmosis is more practical for larger facilities where the cost of deep injection disposal of concentrate can be allocated against a much larger production capacity. Consideration of Number of Membrane Modules to Install As described previously in this report, the ultimate maximum day design capacity for this facility has been identified as 425,000 gallons per day (gpd). As this capacity is more than three times greater than the maximum daily flow at the WTP during the past twelve months (130,000 gpd), it is suggested that an interim design flow of 280,000 gpd should be considered. The membrane treatment system is anticipated to produce finished water at 80% of the feed rate with the other 20% being blended with raw water and reclaimed wastewater effluent for irrigation use. The wells have a production limit, to minimize salt water intrusion, of 200 gpm each and there will be a total of three wells to supply raw water for both potable water use as well as irrigation. It appears that two options should be considered: (1) one membrane skid for each well, or(2) two membrane skids for each well. The reason for this consideration is that if one membrane skid is assigned to each well that in the event that one skid were down for repair or maintenance then a large percentage of the treatment capacity is unavailable. For example if two skids were installed and one was offline then 50% of the treatment capacity would be unavailable. The way to overcome this would be to provide a third (spare) membrane skid. Alternatively, if four skids were installed such that two skids provide treatment for the water supplied by each well then if one skid was offline for repair or maintenance then the other three skids would be able to provide 75% of the treatment capacity of the facility. This would likely be sufficient as the facility could be operated a few extra hours during the day to overcome this short-term reduction in capacity, whereas the other option would require operating twice as many hours and this might be a problem on a practical basis. Option One This option includes design of the membrane treatment units in increments of 100 gpm of feedwater each to allow two membrane skids to effectively handle the water from each well. Initially, the wellfield will be operated with only two of the three well pumps in operation simultaneously for a combined feedwater flow of 400 gpm. Therefore four membrane skids would be needed initially. Four membrane skids would produce a total of 320 gpm of product water. It would take 14.5 hours per day when operating with two wells in service and with four membrane skids in service to produce the maximum daily flow of 280,000 gpd. During peak season, to produce the average daily flow anticipated during the highest 30 day period each year, it would take an average of 11 hours per day fi tge_ s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA[ER TREATMENT PLANT June 10, 2009 Page 21 to produce the maximum month average daily flow of 210,000 gpd. During the remainder of the year, four membrane skids would operate an average of 8 hours per day in order to produce the average annual daily flow of 150,000 gpd. During the first few years of operation, it is anticipated that the membranes would only need to be operated 8 hours per day to meet maximum daily flow needs and most days would operate less than 8 hours per day. At such time in the future, when the water production needs may reach as high as 425,000 gpd, the well pumps would require upgrades to allow all three wells to operate simultaneously at a maximum combined flow rate of 600 gpm in order to supply sufficient water for both potable water needs and to supplement irrigation water needs. At that time there are two alternatives for meeting potable water production needs: (1) operate the four membrane skids using water from two wells for additional hours each day, or (2) to install two additional membrane skids in order to treat the additional raw water available from a total of three wells. The anticipated operating conditions under each of these scenarios are summarized below. Four membrane skids operating together would be expected to produce 320 gpm from 400 gpm of feed water. It would take 22 hours per day when operating with two wells in service and with four membrane skids in service to produce the ultimate maximum daily flow of 425,000 gpd. During the maximum month demand period, it would take 16.5 hours per day to produce the maximum month average daily flow of 315,000 gpd. During the remainder of the year, four membrane skids would operate an average of 12 hours per day in order to produce the average annual daily flow of 225,000 gpd. Six membrane skids operating together would be expected to produce 480 gpm from 600 gpm of feed water. It would take 15 hours per day when operating with three wells in service and with six membrane skids in service to produce the ultimate maximum daily flow of 425,000 gpd. During the maximum month demand period, it would take 11 hours per day to produce the maximum month average daily flow of 315,000 gpd. During the remainder of the year, four membrane skids would operate an average of 8 hours per day in order to produce the average annual daily flow of 225,000 gpd. In order to accommodate this option, the new water treatment plant building would be designed to accommodate six membrane skids, each with a feedwater capacity of 100 gpm and production capacity of 80 gpm. In this manner, the CID will have the option of installing additional equipment at some point in the future in the event the potable water demands were to reach the ultimate design capacity envisioned for the community and it was decided that they did not want to operate the water treatment plant more than 16 hours per day during peak season. Initial itt . tie_Ism s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WAFER TREATMENT PLANT June 10, 2009 Page 22 installation of four membrane skids will allow for meeting an initial maximum month flow more than two times larger than experienced during the past twelve months with operation of the membranes for 11 or 12 hours per day. Although initially the treatment plant could be operated with less than four membrane skids in service if operated for more hours each day, it does not appear to be advisable to install less than four skids as there is a requirement to have a minimum level of system redundancy in the event of equipment being out of service for repair. In addition, it is also likely that the potential deferment of expenditure for membranes would more than be offset by the additional operating costs required to operate the facility for additional hours each day. Option Two This option includes design of the membrane treatment units in increments of 200 gpm of feedwater each to allow a single membrane skid to effectively handle the water from each well. Initially, the wellfield will be operated with only two of the three well pumps in operation simultaneously for a combined feedwater flow of 400 gpm. Therefore two membrane skids would be needed initially. Two membrane skids would produce a total of 320 gpm of product water. It would take 14.5 hours per day when operating with two wells in service and with two membrane skids in service to produce the maximum daily flow of 280,000 gpd. During peak season, to produce the average daily flow anticipated during the highest 30 day period each year, it would take an average of 11 hours per day to produce the maximum month average daily flow of 210,000 gpd. During the remainder of the year, two membrane skids would operate an average of 8 hours per day in order to produce the average annual daily flow of 150,000 gpd. During the first few years of operation, it is anticipated that the membranes would only need to be operated 8 hours per day to meet maximum daily flow needs and most days would operate less than 8 hours per day. At such time in the future, when the water production needs may reach as high as 425,000 gpd, the well pumps would require upgrades to allow all three wells to operate simultaneously at a maximum combined flow rate of 600 gpm in order to supply sufficient water for both potable water needs and to supplement irrigation water needs. At that time there are two alternatives for meeting potable water production needs: (1) operate the two membrane skids using water from two wells for additional hours each day, or (2) to install an additional membrane skid in order to treat the additional raw water available from a total of three wells. The anticipated operating conditions under each of these scenarios are summarized below. Two membrane skids operating together would be expected to produce 320 gpm from 400 gpm of feed water. It would take 22 hours per day when operating with two wells in service and with two membrane skids in service to produce the ultimate maximum daily flow of 425,000 gpd. During the maximum month demand period, it would take 16.5 hours per o tic 4s Q s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 23 day to produce the maximum month average daily flow of 315,000 gpd. During the remainder of the year, two membrane skids would operate an average of 12 hours per day in order to produce the average annual daily flow of 225,000 gpd. Three membrane skids operating together would be expected to produce 480 gpm from 600 gpm of feed water. It would take 15 hours per day when operating with three wells in service and with three membrane skids in service to produce the ultimate maximum daily flow of 425,000 gpd. During the maximum month demand period, it would take 11 hours per day to produce the maximum month average daily flow of 315,000 gpd. During the remainder of the year, two membrane skids would operate an average of 8 hours per day in order to produce the average annual daily flow of 225,000 gpd. In order to accommodate this option, the new water treatment plant building would be designed to accommodate four membrane skids, each with a feedwater capacity of 200 gpm and production capacity of 160 gpm. In this manner, the CID will have the option of installing three membrane skids initially with a fourth membrane skid at some point in the future in the event the potable water demands were to reach the ultimate design capacity envisioned for the community and it was decided that they did not want to operate the water treatment plant more than 16 hours per day during peak season. Initial installation of three membrane skids will allow for meeting an initial maximum month flow more than two times larger than experienced during the past twelve months with operation of the membranes for 11 or 12 hours per day. Although initially the treatment plant could be operated with less membrane skids in service if operated for more hours each day, it does not appear to be advisable to install less than three skids as there is a requirement to have a minimum level of system redundancy in the event of equipment being out of service for repair. In addition, it is also likely that the potential deferment of expenditure for membranes would more than be offset by the additional operating costs required to operate the facility for additional hours each day. Recommendation regarding number of Membrane Skids The option of designing around 200 gpm membrane skids (one skid per well pump) results in the need to construct a smaller building for the same design capacity. The footprint for four 200 gpm skids is very similar to the footprint for four out of six 100 gpm skids that would be needed as an alternative. The equipment cost for four 200 gpm skids is similar to that for six 100 gpm skids due to trade off between reduction in number of feed pumps and associated piping and ancillary valves and fittings versus the higher cost for each unit with a larger capacity. An advantage of going with 200 gpm skids is the smaller size for the building as well as providing 100 percent of production 34-010—t&C_IsQs 1 HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 24 capacity with one unit out of service (three out of four skids) versus 83.3 percent with one unit out of service(five out of six skids in service). HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 25 PRELIMINARY ENGINEERING Preliminary engineering design of the proposed POI water treatment plant has been performed to a level sufficient to allow preparation of a project budget and schedule and is provided in the attached exhibits. Exhibit 1 provides a site plan for the existing POI utilities property and shows the likely location and size of the new WTP building. This is the same location and size of building which has been previously used for illustrative purposes when discussing ultimate development of the property currently owned by the CID and some adjacent parcels which the CID may consider acquiring. The building footprint which has been identified would meet the setbacks anticipated to be applied to this project by Collier County (note the WTP would be in the Conservation Zoning District and that the existing WTP was zoned as a Conditional Use in this Zoning District previously). This location will allow the new WTP to be closer in proximity to the WWTP, with the operations center/office for both facilities housed in the new building. Construction could proceed on the new WTP while the existing WTP remains in operation which would minimize disruption to the water system customers. Note that the proposed high service pumps are shown to be in a location between the existing water storage tank, proposed future water storage tank, and proposed water treatment building. This location would also allow the potential of this pump station to be constructed ahead of the WTP itself and to replace the existing pump station at the existing WTP in the event it were decided to replace the existing pump station instead of making the improvements noted by FDEP to the existing pump station and hydropneumatic tank. (This could allow spending money on a new facility which would fit into long-term needs instead of spending money on repairs to a facility which will be abandoned once the new WTP is built.) Exhibit 2 provides a preliminary equipment layout for Option 1 (100 gpm skids). This exhibit shows that there is sufficient space available onsite for the WTP even if this arrangement of equipment (and phasing) was selected. This floor plan space allocation could serve as the starting point for facility detailed design and is not intended to show more than the concept to be applied for detailed design. Exhibit 3 provides the process flow diagram for Phase I if Option 1 were selected. Exhibit 4 provides the process flow diagram for Phase II if Option 1 were selected. Exhibit 5 provides a preliminary equipment layout for Option 2 (200 gpm skids). This exhibit shows that Option 2 would require either a smaller building footprint (lower construction cost) or more room inside the building could be provided for other functions than that for Option 1. Exhibit 6 provides the process flow diagram for Phase I if Option 2 were selected. Exhibit 7 provides the process flow diagram for Phase I if Option 2 were selected and all available equipment were operated. Exhibit 8 provides the process flow diagram for Phase II if Option 2 were selected. OP1—4904'06- Isms 16111111 HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 26 TYPE OF MEMBRANES AND PRETREATMENT TO USE After contacting three vendors and providing them with raw water quality data each vendor provided at least one treatment option using the equipment which they could provide. One principal difference between proposals is the type of membrane to use. The two types of membranes proposed for this raw water were either R.O. or nanofiltration. The primary difference between the two membrane types has to do with the size of the pores which the water passes during treatment. Nanofiltration membranes have larger pores and as such do not have as high pressure to pass the same volumetric flowrate of raw water, do not reject as much of the dissolved materials, and have a higher recovery rate(percentage of product water compared to raw water). The following table provides a comparison between the raw water quality from the existing wells and the anticipated product water quality when treated using either reverse osmosis or nanofiltration. (This information is provided in order to show the relative levels of removal of minerals and salts and not for comparison between specific company's proposals as information was requested for both types of membranes to allow a comparison.) As can be seen from this table, reverse osmosis produces a product water which has more of the minerals and salts removed when compared to nanofiltration. At the same time, a reverse osmosis product water is likely to require the addition of more post treatment chemicals in order to provide a finished product suitable for pumping into the distribution system and customer's homes. Reverse Osmosis also requires a higher pressure(more energy) in order to treat the water than does nanofiltration. Constituent Raw Water RO Product Nanofiltration Water Product Water Potassium 0.8 mg/I 0.02 mg/1 0.18 mg/1 Sodium 34 mg/I 1.15 mg/1 7.95 mg/1 Magnesium 4.7 mg/1 0.06 mg/I 0.89 mg/1 Calcium 120 mg/1 1.53 mg/I 22.7 mg/I Alkalinity 357 mg/1 6.55 mg/1 70.8 mg/1 Chloride 69 mg/I 0.87 mg/I 9.3 mg/1 Sulfate 36 mg/I 0.29 mg/I 6.3 mg/1 Total Dissolved Solids 627 mg/1 10.6 mg/I 119.3 mg/1 There are various options available with regard to whether or not to blend a portion of non-membrane treated water with membrane treated water depending upon desired finished water quality and the type of membranes used. Blending may not be desirable at this facility due to the relative amount of iron, color, and naturally occurring organic matter in the raw water. In addition, there are options available for recovering a portion of the water from the first stage concentrate through a second stage system when using R.O.treatment which increases the recovery rate. .. tie 4 0- I"flVR s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA 1'ER TREATMENT PLANT June 10, 2009 Page 27 All membrane treatment systems will require some form of pretreatment for the water coming from the wells as well as post-treatment of the membrane treated water. Pretreatment can include a combination of: (1) multi-media filtration, (2) sand separator, (3) carbon filters, (4) cartridge filtration, and (5) iron-removal filters. The raw water will likely require some sort of chemical addition prior to the membrane treatment in order to minimize chemical fouling due to precipitation on the membranes. Degassification to remove carbon dioxide may or may not be needed. Acid addition prior to the membranes for pH adjustment and caustic addition after the membranes will likely be needed. Post- treatment to add calcium back into the product water in order to provide a non-corrosive finished water product is also anticipated, but would depend on the type of membrane as well as potential for blending of non-membrane water with membrane treated water. A review of the information provided from the three manufacturers suggests that it may be preferred to develop a detailed performance specification and to bid a package water treatment system including installation separate from the construction of the building to house the proposed water treatment plant. In this manner, each supplier would be responsible for the entire system, including pretreatment, feed pumps, membranes, post- treatment, and membrane cleaning systems which they need in order to treat the subject raw water in order to produce a specified finished water quality. The specification would include the amount of finished water required to be produced per minute of operation. These bids would be evaluated based on the installed cost, anticipated operating costs, as well as relative ease of operation of the system. Therefore, the preliminary design provided in this report is based on a review of the various alternative systems identified by the various vendors in such a manner as to provide sufficient room inside the proposed building to house any of the options. A review of the budget pricing provided by the various manufacturers for various major system components was done in order to estimate the approximate cost of the delivered and installed treatment units. fr fort+ isarA.43 HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WAFER TREATMENT PLANT June 10, 2009 Page 28 RECOMMENDED DESIGN AND CONSTRUCTION PROGRAM It is recommended that the Port of the Islands CID take the following approach to the design and construction of this water treatment plant. 1. Authorize the preparation of site plan drawings which can be submitted to Collier County along with an application for a Site Development Plan (SDP). It is recommended that this SDP be for the development of the property (existing and any potential adjacent property acquired for stormwater management) for a water treatment and wastewater treatment plant only. This will be consistent with the original Conditional Use zoning for this property in the early 1990's and should not require a rezone at this time. The Collier County SDP process is rather involved and takes time (minimum of six months) to go through County staff review, public information meetings, Planning Commission public hearing, as well as Collier County Board of Commissioners public hearing. 2. Authorize the design of the new water treatment plant. The design will be divided into a few major components. a. Paving, grading, and drainage along with yard piping design will need to be performed simultaneously with preparation of the SDP application package as this information is required with the SDP application. b. Design of the building to house the new water treatment plant will need to be performed simultaneously with preparation of the SDP application package as site plan showing the building dimensions as well as architectural elevations are required with the SDP application. c. Design of the actual water treatment equipment and piping systems within the building is not necessary for SDP review. Any water treatment equipment or structures to be located outside of the building will need to be shown in the SDP drawings in plan view at a minimum and those which are significant will also need elevation views. d. Design of the electrical and control systems for the facility will be done after all of the water treatment systems have been designed. 3. Construction of the facility is recommended to be divided into three contracts. a. The first contract would consist of the site work and building construction. Included in this would be providing electrical service to the new building along with lighting, HVAC, and plumbing. The building would be designed with floor trenches for installation of process piping and with cable trays for installation of electrical wire and conduit (process piping and electrical would be installed under the second contract). b. The second contract would consist of the procurement and installation of the primary water treatment equipment into the building. This would include providing the electrical conduit and wire runs from the equipment to the electrical room along with necessary switchgear and controls. luavis HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WATER TREATMENT PLANT June 10, 2009 Page 29 c. The third contract would consist of installation of remaining instrumentation and controls along with development of SCADA system, including integration of existing SCADA for wellfield, wastewater treatment plant, canal pump station, and eventually collection system lift stations into the system. This would include programming as well as procurement and installation of computer processing and monitoring equipment to make the POI utility system a complete functional automated system. HOLE MONIES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA L'ER TREATMENT PLANT June 10, 2009 Page 30 ESTIMATION OF PROJECT BUDGET A preliminary opinion of Engineer's estimate of probable construction cost, based on the preliminary engineering completed to date has been prepared. This estimate has been prepared in a manner such that it should provide a preliminary project budget sufficient to cover anticipated design decisions. It is based on using generally the higher ranges of equipment costs and building size which were identified during preliminary evaluation of various options and systems. There is the potential for possible savings to be realized during detailed design, although this will depend on decisions to be made with regard to establishing minimum design criteria and space planning. The preliminary construction cost estimate is $3.7 million. A copy of the preliminary cost estimate is provided. 01 fart+ s HOLE MONTES PRELIMINARY ENGINEERING REPORT PORT OF THE ISLANDS WA l'ER TREATMENT PLANT June 10, 2009 Page 31 PRELIMINARY PROJECT SCHEDULE A preliminary opinion of Engineer's estimate of a probable project schedule has been prepared. This schedule has been prepared, based on the outline of design and construction identified above. The schedule has been developed to allow for Collier County Site Development Plan (SDP) permitting to be conducted simultaneous with the detailed design and procurement of membrane treatment system as well as bidding of the construction contract for the building and site work. This schedule identifies that with design beginning in mid-July 2009 that the new WTP could be complete and operational by January 2011 at the earliest, for a total design and construction period of 18 months. While it may be possible to expedite this schedule, it is believed that for planning purposes that this schedule identifies the earliest which the facility can be anticipated as being completed. In the event that the CID were to need to provide a completion deadline to FDEP (or other agency) it is suggested that a time of 24 months be used to allow for a contingency for any unforeseen permitting or construction issues. The current Capital Improvement Program (CIP) identifies that preliminary design (related to preparation of minimum design required for applying for Collier County SDP) be performed during FY2010, detailed design performed during FY2011, and construction of this project to be performed during FY2012. tgels43 NMI HOLE MONIES HOLE MONTES, INC May 5, 2009 PRELIMINARY ESTIMATE OF CONSTRUCTION COSTS NEW WATER TREATMENT PLANT PORT OF THE ISLANDS CID Collier County, Florida CONSTRUCTION 1 Membrane Equip-Furnish $450,000 2 Membrane Pretreatment Equip-Furnish $150,000 3 Post Treatment Equipment-Furnish $100,000 4 Install Membrane Equipment $125,000 5 Chlorine Contact Chamber $90,000 6 Transfer Pumps w/piping $90,000 7 High Service Pump Chamber $80,000 8 High Service Pumps w/piping $90,000 9 Yard Piping $75,000 10 Interior Piping $110,000 11 Building - 8,625 sf $1,120,000 12 Additional Building Cost for Pipe Trenches& Grating $50,000 13 Electrical& Instrumentation @20% $506,000 14 Misc Site Work and Grading $40,000 15 Allowance for Paving - 1,000 sy $40,000 16 Allowance for Fencing and Site Improvements $20,000 Subtotal $3,136,000 Contingency at 20% $630,000 Total Construction Cost $3,766,000 Note: 1 Contingency and Total have been rounded. s:/2000055/reb/20090605-internal-WTP-Preliminary Cost Estimate.xls 6/5/2009 . , !I .1 it) u.) ; CO . ,.... •a ,.., I i'.. 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N e o e- EXHIBIT B 2010 Capital Improvement Plan F K 4 p) 33� C �_ co ��• t z \ a .� 4 lr C m ef Y d g < c^ y o,$ s aat ' t4 g E • . ¢ o FT o o n a .q sy c} Uto co to a�ft O O S G , O _ _` ° N V) N M 49 N N H N H N•l" NUN H OS N N NaT.-. : he E. kWitIS x • ..! . 8 .. sr, N W f V OOc••H�<n OO N 4m<'N ^c,% t • H N H H y NHHHHNN i I :I § §aoN 444 N✓+NH N HN N• 64 ��- - N NM N— • g" y v .. . v C o 0 01 a Y� F 9 i � . a -0 SMa_ -0� VJ VfH 1 N H N H NN 1 N M H . N NHHHNN C Q= a N� t d oc.� v `Q' v o 2a. -- ;104 •. '�'N V1 N d N H H H N 1 N H N M N N H H H N « n -, . ; o a r -S N N 8 of v Nh w a r sF y a p� t s Rs r 8 v P^ m$ f ep UU \r^0 �N N to to TA HM to W e9 W N H yNHyMH cc �G O. \ p P 1,^ d M f0 •! r M N O. -N r m.N i$ z-_ 2-e' 1 .1 h H M H H N OW op, op ao op- H co N -.no. A s p e X � r' " a Rfh� rr ' .dam m P. a r-,tt,` 1 °' .i' i LL a e g tz cD u• a LL o - . o a g C7 y0 � a 0 •x0 . 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E E Lc E g' 3 o p ' E 0. o B Sr a ; o m m«E-„, '-� m m d m o w ¢ coE E 3� a a E' $ �vi m E m rn'E:e - -� I W W o e = p 111 = o H o� d g a Z m.8 C mL c L � W � > F. 0EW oc /- a a o Poq u E P t - Vg1 - � .? �a� s z CP a o 11 Q '.4 =` m 't0 c. 3 W o' a6 a 0 '. 2 m 2_ E ge� a51 an. m £m c '' m Zz N n. E • L° y� m`o aga o g - E e== g .53Sog€ 2 -� gg« mfsk� c 2 Q T. 9 ¢ o 3 0 U 3 n.d a c =a 3 d a _ •m 3 L o a 3 I:, �g `r p E V 2 caz - c - o N m�W.�s c o f W mF V , 2o o j ii j E E� a�Q fi m U �1-I= da y c ? -2..a. z .$ `mA :.sP � ~ ••nm mg�� o,m d2 a ddmE � 2 cg o 3 `° =<amw 8; m o m m `` 2'I: f-' p¢' 3 3 m i,' 85 o 2 E ¢ a m Eo3 o: m m m ?= °� <c Ymo 3 T$ m .a W 10 E 9- 0. I-- .� is r- 6co cfli,��oywco��' Q =c3 333'3 23 �'3 E80 333�gw.z g t -v o - m —N N N N N co N a1 «N C') N ' 9 t0 • N CO N m Or�'N .._ W w w 6 w aZ 1 I§ U UUIUU aZ - 3 3 3 �3* z z z EXHIBIT C Preliminary Special Assessment Roll PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT $5,500,000 WS SHORT TERM LOAN PROJECT STATISTICS Section Village Name Units Hotel South-Retreat del Sol IA 96.40 Marina-Boat Slips IB-2 18.80 Unused IA 6.28 Sunrise Cay II 54.40 Eveningstar Cay III 38.00 SW Commercial IVA 4.60 Sunset Cay Lakes IVC 41.60 Sunset Cay Lakes Unused IV 0.00 Sunset Cay Villas V 112.00 Newport Cay-POI Ph 1 VI 19.00 Morningstar Cay-POI Ph 1 VII 18.00 SE Commercial VIII 20.00 Tract M1-Phase 1 IXA 40.00 Tract M2Nillage of Stella-Phase 2 IXB 27.20 Stella Maris-Phase 3 IXC 40.00 Stella Maris, Lot 72 IX 1.00 Stella Maris-UNUSED IX 17.00 The Gays/Phase 2 X 89.00 North Port and Olde FL Inv XI 300.00 XII 0.00 XI I I 0.00 North Hotel-Motwani XIV 89.68 TOTAL 1,032.96 SFVRRN TRENT si:.IA is is„ A-1 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT $5,500,000 WS SHORT TERM LOAN Financing Assumptions Dated Date 1/1/2010 Delivery Date 1/1/2010 Sources: Loan Proceeds Loan Amount $5,500,000 Total Sources $5,500,000 Uses: Capital Projects Fund $5,500,000 Additional Proceeds $0 Total Uses $5,500,000 Annual Payment $722,389.04 Interest rate 5.500000% Years 10 SEVERN TRENT- srevicaa A-2 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT ADOPTED ANNUAL ASSESSMENT RATES CURRENT ASSESSMENTS ON 2009 TAX ROLL #of Total WS Rate Total Assessed for Section Product Type ERCs Assessed WS Standby Hotel South-Retreat del Sol IA 96.40 $1,124.01 $108,354.56 Marina-Boat Slips IB-2 18.80 $1,124.01 $21,131.39 Unused IA 6.28 $1,124.01 $7,058.78 Sunrise Cay II 54.40 $1,124.01 $61,146.14 Eveningstar Cay III 38.00 $1,124.01 $42,712.38 SW Commercial IVA 4.60 $1,124.01 $5,170.45 Sunset Cay Lakes IVC 41.60 $1,124.01 $46,758.82 Sunset Cay Villas V 112.00 $1,124.01 $125,889.12 Newport Cay-POI Ph 1 VI 19.00 $1,124.01 $21,356.19 Morningstar Cay-POI Ph 1 VII 18.00 $1,124.01 $20,232.18 SE Commercial VIII 20.00 $1,124.01 $22,480.20 Tract M1-Phase 1 IXA 40.00 $1,124.01 $44,960.40 Tract M2Nillage of Stella-Phase 2 IXB 27.20 $1,124.01 $30,573.07 Stella Maris-Phase 3 IXC 40.00 $1,124.01 $44,960.40 Stella Maris, Lot 72 IX 1.00 $1,124.01 $1,124.01 Stella Maris-UNUSED IX 17.00 $1,124.01 $19,108.17 The Cays/Phase 2 X 89.00 $1,124.01 $100,036.89 North Port and Olde FL Inv XI 300.00 $1,124.01 $337,203.00 North Hotel-Motwani XIV 89.68 $1,124.01 $100,801.22 TOTAL 1,032.96 $1,161,057.37 SPVT. RN TRENT ,t t.\u_1., A-3 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT $5,500,000 WS SHORT TERM LOAN SCHEDULE OF ANNUAL ASSESSMENTS POST REFUNDING ASSESSABLE UNITS 2009 TAX ROLL WS STANDBY ASSESSMENTS POST LOAN Portion of WS Total Assessed Estimated Annual Debt Maximum Annual Minimum Percentage Parcel if Total Units Rate Assessed for Debt Annual WS Rate Annual WS for Capital Service Service Assessments Per ERC' Reduction Rate Reduction Hotel South-Retreat del Sol 96.40 $711.00 $68,540.40 $72,882.45 $756.04 ($45.04) -6% Marina-Boat Slips 18.80 $711.00 $13,366.80 $14,213.59 $756.04 ($45.04) -6% Unused 6.28 $711.00 $4,465.08 $4,747.94 $756.04 ($45.04) -6% Sunrise Cay 54.40 $711.00 $38,678.40 $41,128.68 $756.04 ($45.04) -6% Eveningstar Cay 38.00 $711.00 $27,018.00 $28,729.60 $756.04 ($45.04) -6% SW Commercial 4.60 $711.00 $3,270.60 $3,477.79 $756.04 ($45.04) -6% Sunset Cay Lakes 41.60 $711.00 $29,577.60 $31,451.35 $756.04 ($45.04) -6% Sunset Cay Villas 112.00 $711.00 $79,632.00 $84,676.70 $756.04 ($45.04) -6% Newport Cay-POI Ph 1 19.00 $711.00 $13,509.00 $14,364.80 $756.04 ($45.04) -6% Morningstar Cay-POI Ph 1 18.00 $711.00 $12,798.00 $13,608.76 $756.04 ($45.04) -6% SE Commercial 20.00 $711.00 $14,220.00 $15,120.84 $756.04 ($45.04) -6% Tract M1-Phase 1 40.00 $711.00 $28,440.00 $30,241.68 $756.04 ($45.04) -6% Tract M2Nillage of Stella-Phase 2 27.20 $711.00 $19,339.20 $20,564.34 $756.04 ($45.04) -6% Stella Maris-Phase 3 40.00 $711.00 $28,440.00 $30,241.68 $756.04 ($45.04) -6% Stella Maris,Lot 72 1.00 $711.00 $711.00 $756.04 $756.04 ($45.04) -6% Stella Maris-UNUSED 17.00 $711.00 $12,087.00 $12,852.71 $756.04 ($45.04) -6% The Cays/Phase 2 89.00 $711.00 $63,279.00 $67,287.74 $756.04 ($45.04) -6% North Port and Olde FL Inv 300.00 $711.00 $213,300.00 $226,812.59 $756.04 ($45.04) -6% North Hotel-Motwani 89.68 $711.00 $63,762.48 $67,801.84 $756.04 ($45.04) -6% TOTAL 1,032.96 $734,434.56 $780,961.12 Less,Gross-up of 7.5% -$55,082.59 -$58,572.08 Amount Available $679,351.97 $722,389.04 Summary Statistics: Par Amount of Loan $ 5,500,000 Final Maturity Date 12/31/2019 * includes gross up of 7.5%for discounts and collections allowed by Florida Law. SEVERN TREN1' '.` SERVICES A-4 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 01058920005 40.00 $756.04 $30,241.68 01058920209 - $756.04 $0.00 01058920306 - $756.04 $0.00 01058920403 - $756.04 $0.00 01058920500 84.88 $756.04 $64,172.84 01058920513 4.80 $756.04 $3,629.00 01058920607 1.80 $756.04 $1,360.88 01058920801 - $756.04 $0.00 01058921004 - $756.04 $0.00 01058921101 - $756.04 $0.00 01058921208 143.00 $756.04 $108,114.00 01066880001 - $756.04 $0.00 01067080004 - $756.04 $0.00 01067080305 - $756.04 $0.00 01067080402 - $756.04 $0.00 01067080606 - $756.04 $0.00 01067080703 - $756.04 $0.00 01067080800 - $756.04 $0.00 01067081605 - $756.04 $0.00 01067082206 - $756.04 $0.00 01067082303 - $756.04 $0.00 01067083409 - $756.04 $0.00 01067083506 - $756.04 $0.00 01067083700 4.60 $756.04 $3,477.79 01067083807 - $756.04 $0.00 01067084000 46.28 $756.04 $34,989.62 31417500256 - $756.04 $0.00 31417500502 - $756.04 $0.00 31417500751 - $756.04 $0.00 31417501006 - $756.04 $0.00 31417501255 - $756.04 $0.00 31417501307 1.00 $756.04 $756.04 31417501352 1.00 $756.04 $756.04 31417501404 1.00 $756.04 $756.04 31417501459 1.00 $756.04 $756.04 31417501501 1.00 $756.04 $756.04 31417501556 1.00 $756.04 $756.04 31417501608 1.00 $756.04 $756.04 31417501653 1.00 $756.04 $756.04 31417501705 1.00 $756.04 $756.04 31417501750 1.00 $756.04 $756.04 31417501802 1.00 $756.04 $756.04 31417501857 1.00 $756.04 $756.04 31417501909 1.00 $756.04 $756.04 31417501954 1.00 $756.04 $756.04 31417502005 1.00 $756.04 $756.04 31417502050 1.00 $756.04 $756.04 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 31417502102 1.00 $756.04 $756.04 31417502157 1.00 $756.04 $756.04 31417502209 1.00 $756.04 $756.04 31417502254 1.00 $756.04 $756.04 31417502306 1.00 $756.04 $756.04 31417502351 1.00 $756.04 $756.04 31417502403 1.00 $756.04 $756.04 31417502458 1.00 $756.04 $756.04 31417502500 1.00 $756.04 $756.04 31417502555 1.00 $756.04 $756.04 31417502607 1.00 $756.04 $756.04 31417502652 1.00 $756.04 $756.04 31417502704 1.00 $756.04 $756.04 31417502759 1.00 $756.04 $756.04 31417502801 1.00 $756.04 $756.04 31417502856 1.00 $756.04 $756.04 31417502908 1.00 $756.04 $756.04 31417502953 1.00 $756.04 $756.04 31417503004 1.00 $756.04 $756.04 31417503059 1.00 $756.04 $756.04 31417503101 1.00 $756.04 $756.04 31417503156 1.00 $756.04 $756.04 64702100024 0.80 $756.04 $604.83 64702100040 0.80 $756.04 $604.83 64702100066 0.80 $756.04 $604.83 64702100082 0.80 $756.04 $604.83 64702100105 0.80 $756.04 $604.83 64702100121 0.80 $756.04 $604.83 64702100147 0.80 $756.04 $604.83 64702100163 0.80 $756.04 $604.83 64702100189 0.80 $756.04 $604.83 64702100202 0.80 $756.04 $604.83 64702100228 0.80 $756.04 $604.83 64702100244 0.80 $756.04 $604.83 64702100260 0.80 $756.04 $604.83 64702100286 0.80 $756.04 $604.83 64702100309 0.80 $756.04 $604.83 64702100325 0.80 $756.04 $604.83 64702100341 0.80 $756.04 $604.83 64702100367 0.80 $756.04 $604.83 64702100383 0.80 $756.04 $604.83 64702100406 0.80 $756.04 $604.83 64702100422 0.80 $756.04 $604.83 64702100448 0.80 $756.04 $604.83 64702100464 0.80 $756.04 $604.83 64702100480 0.80 $756.04 $604.83 64702100503 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 64702100529 0.80 $756.04 $604.83 64702100545 0.80 $756.04 $604.83 64702100561 0.80 $756.04 $604.83 64702100587 0.80 $756.04 $604.83 64702100600 0.80 $756.04 $604.83 64702100626 0.80 $756.04 $604.83 64702100642 0.80 $756.04 $604.83 64702100668 0.80 $756.04 $604.83 64702100684 0.80 $756.04 $604.83 64702100707 0.80 $756.04 $604.83 64702100723 0.80 $756.04 $604.83 64702100749 0.80 $756.04 $604.83 64702100765 0.80 $756.04 $604.83 64702100781 0.80 $756.04 $604.83 64702100804 0.80 $756.04 $604.83 64702100820 0.80 $756.04 $604.83 64702100846 0.80 $756.04 $604.83 64702100862 0.80 $756.04 $604.83 64702100888 0.80 $756.04 $604.83 64702100901 0.80 $756.04 $604.83 64702100927 0.80 $756.04 $604.83 64702100943 0.80 $756.04 $604.83 64702100969 0.80 $756.04 $604.83 64702100985 0.80 $756.04 $604.83 64702101007 0.80 $756.04 $604.83 64702101023 0.80 $756.04 $604.83 64702101049 0.80 $756.04 $604.83 64702101065 0.80 $756.04 $604.83 64702101081 0.80 $756.04 $604.83 64702101104 0.80 $756.04 $604.83 64702101120 0.80 $756.04 $604.83 64702101146 0.80 $756.04 $604.83 64702101162 0.80 $756.04 $604.83 64702101188 0.80 $756.04 $604.83 64702101201 0.80 $756.04 $604.83 64702101227 0.80 $756.04 $604.83 64702101243 0.80 $756.04 $604.83 64702101269 0.80 $756.04 $604.83 64702101285 0.80 $756.04 $604.83 64702101308 0.80 $756.04 $604.83 64702101324 0.80 $756.04 $604.83 64702101340 0.80 $756.04 $604.83 64702101366 0.80 $756.04 $604.83 64702101382 0.80 $756.04 $604.83 64702101405 0.80 $756.04 $604.83 64702101421 0.80 $756.04 $604.83 64702101447 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 64702101463 0.80 $756.04 $604.83 64702101489 0.80 $756.04 $604.83 64702101502 0.80 $756.04 $604.83 64702101528 0.80 $756.04 $604.83 64702101544 0.80 $756.04 $604.83 64702101560 0.80 $756.04 $604.83 64702101586 0.80 $756.04 $604.83 64702101609 0.80 $756.04 $604.83 64702101625 0.80 $756.04 $604.83 64702101641 0.80 $756.04 $604.83 64702101667 0.80 $756.04 $604.83 64702101683 0.80 $756.04 $604.83 64702101706 0.80 $756.04 $604.83 64702101722 0.80 $756.04 $604.83 64702101748 0.80 $756.04 $604.83 64702101764 0.80 $756.04 $604.83 64702101780 0.80 $756.04 $604.83 64702101803 0.80 $756.04 $604.83 64702101829 0.80 $756.04 $604.83 64702101845 0.80 $756.04 $604.83 64702101861 0.80 $756.04 $604.83 64702101887 0.80 $756.04 $604.83 64702101900 0.80 $756.04 $604.83 64702101926 0.80 $756.04 $604.83 64702101942 0.80 $756.04 $604.83 64702101968 0.80 $756.04 $604.83 64702101984 0.80 $756.04 $604.83 64702102006 0.80 $756.04 $604.83 64702102022 0.80 $756.04 $604.83 64702102048 0.80 $756.04 $604.83 64702102064 0.80 $756.04 $604.83 64702102080 0.80 $756.04 $604.83 64702102103 0.80 $756.04 $604.83 64702102129 0.80 $756.04 $604.83 64702102145 0.80 $756.04 $604.83 64702102161 0.80 $756.04 $604.83 64702102187 0.80 $756.04 $604.83 64702102200 0.80 $756.04 $604.83 64702102226 0.80 $756.04 $604.83 64702102242 0.80 $756.04 $604.83 64702102268 0.80 $756.04 $604.83 64702102284 0.80 $756.04 $604.83 64702102307 0.80 $756.04 $604.83 64702102323 0.80 $756.04 $604.83 64702102349 0.80 $756.04 $604.83 64702102365 0.80 $756.04 $604.83 64702102381 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS if of ERCs ANNUAL WS ALLOCATION 64702102404 0.80 $756.04 $604.83 64702102420 0.80 $756.04 $604.83 64702102446 0.80 $756.04 $604.83 64702102462 0.80 $756.04 $604.83 64702102488 0.80 $756.04 $604.83 64702102501 0.80 $756.04 $604.83 64702102527 0.80 $756.04 $604.83 64702102543 0.80 $756.04 $604.83 64702102569 0.80 $756.04 $604.83 64702102585 0.80 $756.04 $604.83 64702102608 0.80 $756.04 $604.83 64702102624 0.80 $756.04 $604.83 64702102640 0.80 $756.04 $604.83 64702102666 0.80 $756.04 $604.83 64702102682 0.80 $756.04 $604.83 64702102705 0.80 $756.04 $604.83 64702102721 0.80 $756.04 $604.83 64702102747 0.80 $756.04 $604.83 64702102763 0.80 $756.04 $604.83 64702102789 0.80 $756.04 $604.83 64702102802 0.80 $756.04 $604.83 64702102828 0.80 $756.04 $604.83 64702102844 0.80 $756.04 $604.83 64702102860 0.80 $756.04 $604.83 64702102886 0.80 $756.04 $604.83 68270000021 0.08 $756.04 $60.48 68270000047 0.08 $756.04 $60.48 68270000063 0.08 $756.04 $60.48 68270000089 0.08 $756.04 $60.48 68270000102 0.08 $756.04 $60.48 68270000128 0.08 $756.04 $60.48 68270000144 0.08 $756.04 $60.48 68270000160 0.08 $756.04 $60.48 68270000186 0.08 $756.04 $60.48 68270000209 0.08 $756.04 $60.48 68270000225 0.08 $756.04 $60.48 68270000241 0.08 $756.04 $60.48 68270000267 0.08 $756.04 $60.48 68270000283 0.08 $756.04 $60.48 68270000306 0.08 $756.04 $60.48 68270000322 0.08 $756.04 $60.48 68270000348 0.08 $756.04 $60.48 68270000364 0.08 $756.04 $60.48 68270000380 0.08 $756.04 $60.48 68270000403 0.08 $756.04 $60.48 68270000429 0.08 $756.04 $60.48 68270000445 0.08 $756.04 $60.48 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68270000461 0.08 $756.04 $60.48 68270000487 0.08 $756.04 $60.48 68270000500 0.08 $756.04 $60.48 68270000542 0.08 $756.04 $60.48 68270000568 0.08 $756.04 $60.48 68270000584 0.08 $756.04 $60.48 68270000607 0.08 $756.04 $60.48 68270000623 0.08 $756.04 $60.48 68270000649 0.08 $756.04 $60.48 68270000665 0.08 $756.04 $60.48 68270000681 0.08 $756.04 $60.48 68270000704 0.08 $756.04 $60.48 68270000720 0.08 $756.04 $60.48 68270000746 0.08 $756.04 $60.48 68270000762 0.08 $756.04 $60.48 68270000788 0.08 $756.04 $60.48 68270000801 0.08 $756.04 $60.48 68270000827 0.08 $756.04 $60.48 68270000843 0.08 $756.04 $60.48 68270000869 0.08 $756.04 $60.48 68270000885 0.08 $756.04 $60.48 68270000908 0.08 $756.04 $60.48 68270000924 0.08 $756.04 $60.48 68270000940 0.08 $756.04 $60.48 68270000966 0.08 $756.04 $60.48 68270000982 0.08 $756.04 $60.48 68270001004 0.08 $756.04 $60.48 68270001020 0.08 $756.04 $60.48 68270001046 0.08 $756.04 $60.48 68270001062 0.08 $756.04 $60.48 68270001101 0.08 $756.04 $60.48 68270001127 0.08 $756.04 $60.48 68270001143 0.08 $756.04 $60.48 68270001169 0.08 $756.04 $60.48 68270001185 0.08 $756.04 $60.48 68270001208 0.08 $756.04 $60.48 68270001224 0.08 $756.04 $60.48 68270001240 0.08 $756.04 $60.48 68270001266 0.08 $756.04 $60.48 68270001282 0.08 $756.04 $60.48 68270001305 0.08 $756.04 $60.48 68270001321 0.08 $756.04 $60.48 68270001347 0.08 $756.04 $60.48 68270001363 0.08 $756.04 $60.48 68270001389 0.08 $756.04 $60.48 68270001402 0.08 $756.04 $60.48 68270001428 0.08 $756.04 $60.48 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68270001444 0.08 $756.04 $60.48 68270001460 0.08 $756.04 $60.48 68270001486 0.08 $756.04 $60.48 68270001509 0.08 $756.04 $60.48 68270001525 0.08 $756.04 $60.48 68270001541 0.08 $756.04 $60.48 68270001567 0.08 $756.04 $60.48 68270001583 0.08 $756.04 $60.48 68270001606 0.08 $756.04 $60.48 68270001622 0.08 $756.04 $60.48 68270001664 0.08 $756.04 $60.48 68270001680 0.08 $756.04 $60.48 68270001703 0.08 $756.04 $60.48 68270001729 0.08 $756.04 $60.48 68270001745 0.08 $756.04 $60.48 68270001761 0.08 $756.04 $60.48 68270001787 0.08 $756.04 $60.48 68270001800 0.08 $756.04 $60.48 68270001826 0.08 $756.04 $60.48 68270001842 0.08 $756.04 $60.48 68270001868 0.08 $756.04 $60.48 68270001884 0.08 $756.04 $60.48 68270001907 0.08 $756.04 $60.48 68270001923 0.08 $756.04 $60.48 68270001949 0.08 $756.04 $60.48 68270001965 0.08 $756.04 $60.48 68270001981 0.08 $756.04 $60.48 68270002003 0.08 $756.04 $60.48 68270002029 0.08 $756.04 $60.48 68270002045 0.08 $756.04 $60.48 68270002061 0.08 $756.04 $60.48 68270002087 0.08 $756.04 $60.48 68270002100 0.08 $756.04 $60.48 68270002126 0.08 $756.04 $60.48 68270002142 0.08 $756.04 $60.48 68270002168 0.08 $756.04 $60.48 68270002184 0.08 $756.04 $60.48 68270002207 0.08 $756.04 $60.48 68270002223 0.16 $756.04 $120.97 68270002249 0.16 $756.04 $120.97 68270002265 0.16 $756.04 $120.97 68270002281 0.16 $756.04 $120.97 68270002304 0.16 $756.04 $120.97 68270002320 0.16 $756.04 $120.97 68270002346 0.16 $756.04 $120.97 68270002362 0.16 $756.04 $120.97 68270002388 0.16 $756.04 $120.97 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68270002401 0.16 $756.04 $120.97 68270002427 0.16 $756.04 $120.97 68270002443 0.16 $756.04 $120.97 68270002469 0.16 $756.04 $120.97 68270002485 0.16 $756.04 $120.97 68270002508 0.16 $756.04 $120.97 68270002524 0.16 $756.04 $120.97 68270002540 0.16 $756.04 $120.97 68270002566 0.16 $756.04 $120.97 68270002582 0.16 $756.04 $120.97 68270002605 0.16 $756.04 $120.97 68270002621 0.16 $756.04 $120.97 68270002647 0.16 $756.04 $120.97 68270002663 0.16 $756.04 $120.97 68270002689 0.16 $756.04 $120.97 68270002702 0.16 $756.04 $120.97 68270002728 0.16 $756.04 $120.97 68270002744 0.16 $756.04 $120.97 68270002760 0.16 $756.04 $120.97 68270002786 0.16 $756.04 $120.97 68270002809 0.16 $756.04 $120.97 68270002825 0.16 $756.04 $120.97 68270002841 0.16 $756.04 $120.97 68270002867 0.16 $756.04 $120.97 68270002883 0.16 $756.04 $120.97 68270002906 0.16 $756.04 $120.97 68270002922 0.16 $756.04 $120.97 68270002948 0.16 $756.04 $120.97 68270002964 0.16 $756.04 $120.97 68270002980 0.16 $756.04 $120.97 68270003002 0.16 $756.04 $120.97 68270003028 0.16 $756.04 $120.97 68270003044 0.16 $756.04 $120.97 68270003060 0.16 $756.04 $120.97 68270003086 0.16 $756.04 $120.97 68270003109 0.16 $756.04 $120.97 68270003125 0.16 $756.04 $120.97 68270003141 0.16 $756.04 $120.97 68270003167 0.16 $756.04 $120.97 68270003183 0.08 $756.04 $60.48 68270003206 0.08 $756.04 $60.48 68270003222 0.08 $756.04 $60.48 68270003248 0.08 $756.04 $60.48 68270003264 0.16 $756.04 $120.97 68270003280 0.16 $756.04 $120.97 68270003303 0.16 $756.04 $120.97 68270003329 0.16 $756.04 $120.97 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68270003345 0.16 $756.04 $120.97 68270003361 0.16 $756.04 $120.97 68270003387 0.16 $756.04 $120.97 68270003400 0.16 $756.04 $120.97 68270003426 0.16 $756.04 $120.97 68270003442 0.16 $756.04 $120.97 68270003468 0.16 $756.04 $120.97 68270003484 0.16 $756.04 $120.97 68270004441 0.08 $756.04 $60.48 68270004467 0.08 $756.04 $60.48 68270004483 0.08 $756.04 $60.48 68270004506 0.08 $756.04 $60.48 68290040003 1.00 $756.04 $756.04 68290080005 1.00 $756.04 $756.04 68290120004 1.00 $756.04 $756.04 68290160006 1.00 $756.04 $756.04 68290200005 1.00 $756.04 $756.04 68290240007 1.00 $756.04 $756.04 68290280009 1.00 $756.04 $756.04 68290320008 1.00 $756.04 $756.04 68290360000 1.00 $756.04 $756.04 68290400009 1.00 $756.04 $756.04 68290440001 1.00 $756.04 $756.04 68290480003 1.00 $756.04 $756.04 68290520002 1.00 $756.04 $756.04 68290560004 1.00 $756.04 $756.04 68290600003 1.00 $756.04 $756.04 68290640005 1.00 $756.04 $756.04 68290680007 1.00 $756.04 $756.04 68290720006 1.00 $756.04 $756.04 68290760008 1.00 $756.04 $756.04 68290800007 1.00 $756.04 $756.04 68290840009 1.00 $756.04 $756.04 68290880001 1.00 $756.04 $756.04 68290920000 1.00 $756.04 $756.04 68290960002 1.00 $756.04 $756.04 68291000000 1.00 $756.04 $756.04 68291040002 2.00 $756.04 $1,512.08 68291160005 2.00 $756.04 $1,512.08 68291200004 1.00 $756.04 $756.04 68291240006 1.00 $756.04 $756.04 68291280008 1.00 $756.04 $756.04 68291320007 1.00 $756.04 $756.04 68291360009 1.00 $756.04 $756.04 68291400008 1.00 $756.04 $756.04 68291440000 1.00 $756.04 $756.04 68291480002 1.00 $756.04 $756.04 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68291520001 - $756.04 $0.00 68300000108 10.00 $756.04 $7,560.42 68300000205 10.00 $756.04 $7,560.42 68300001204 - $756.04 $0.00 68300001259 - $756.04 $0.00 68300001301 - $756.04 $0.00 68300001550 - $756.04 $0.00 68300001806 - $756.04 $0.00 68300002054 - $756.04 $0.00 68300002083 1.00 $756.04 $756.04 68300002106 1.00 $756.04 $756.04 68300002122 1.00 $756.04 $756.04 68300002148 1.00 $756.04 $756.04 68300002164 1.00 $756.04 $756.04 68300002180 1.00 $756.04 $756.04 68300002203 1.00 $756.04 $756.04 68300002229 1.00 $756.04 $756.04 68300002245 1.00 $756.04 $756.04 68300002261 1.00 $756.04 $756.04 68300002287 1.00 $756.04 $756.04 68300002300 1.00 $756.04 $756.04 68300002326 1.00 $756.04 $756.04 68300002342 1.00 $756.04 $756.04 68300002368 1.00 $756.04 $756.04 68300002384 1.00 $756.04 $756.04 68300002407 1.00 $756.04 $756.04 68300002423 1.00 $756.04 $756.04 68300002449 1.00 $756.04 $756.04 68300002465 1.00 $756.04 $756.04 68300002481 1.00 $756.04 $756.04 68300002504 1.00 $756.04 $756.04 68300002520 1.00 $756.04 $756.04 68300002546 1.00 $756.04 $756.04 68300002562 1.00 $756.04 $756.04 68300002588 1.00 $756.04 $756.04 68300002601 1.00 $756.04 $756.04 68300002627 1.00 $756.04 $756.04 68300002643 1.00 $756.04 $756.04 68300002669 1.00 $756.04 $756.04 68300002685 1.00 $756.04 $756.04 68300002708 1.00 $756.04 $756.04 68300002724 1.00 $756.04 $756.04 68300002740 1.00 $756.04 $756.04 68300002766 1.00 $756.04 $756.04 68300002782 1.00 $756.04 $756.04 68300002805 1.00 $756.04 $756.04 68300002821 1.00 $756.04 $756.04 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68300002847 1.00 $756.04 $756.04 68300002863 1.00 $756.04 $756.04 68300002889 1.00 $756.04 $756.04 68300002902 1.00 $756.04 $756.04 68300002928 1.00 $756.04 $756.04 68300002944 1.00 $756.04 $756.04 68300002960 1.00 $756.04 $756.04 68300002986 1.00 $756.04 $756.04 68300003008 1.00 $756.04 $756.04 68300003024 1.00 $756.04 $756.04 68300003040 1.00 $756.04 $756.04 68300003066 1.00 $756.04 $756.04 68300003082 1.00 $756.04 $756.04 68300003105 1.00 $756.04 $756.04 68300003121 1.00 $756.04 $756.04 68300003147 1.00 $756.04 $756.04 68300003163 1.00 $756.04 $756.04 68300003189 1.00 $756.04 $756.04 68300003202 1.00 $756.04 $756.04 68300003228 1.00 $756.04 $756.04 68300003244 1.00 $756.04 $756.04 68300003260 1.00 $756.04 $756.04 68300003286 1.00 $756.04 $756.04 68300003299 1.00 $756.04 $756.04 68300003309 1.00 $756.04 $756.04 68300003325 1.00 $756.04 $756.04 68300003341 1.00 $756.04 $756.04 68300003367 1.00 $756.04 $756.04 68300003383 1.00 $756.04 $756.04 68300003406 1.00 $756.04 $756.04 68300003422 1.00 $756.04 $756.04 68300003448 1.00 $756.04 $756.04 68300003464 1.00 $756.04 $756.04 68300003480 1.00 $756.04 $756.04 68300003503 1.00 $756.04 $756.04 68300003529 1.00 $756.04 $756.04 68300003545 1.00 $756.04 $756.04 68300003561 1.00 $756.04 $756.04 68300003587 1.00 $756.04 $756.04 68300003600 1.00 $756.04 $756.04 68300003626 1.00 $756.04 $756.04 68300003642 1.00 $756.04 $756.04 68300003668 1.00 $756.04 $756.04 68300003684 1.00 $756.04 $756.04 68300003707 1.00 $756.04 $756.04 68300003723 1.00 $756.04 $756.04 68300003749 1.00 $756.04 $756.04 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68300003765 1.00 $756.04 $756.04 68300003781 1.00 $756.04 $756.04 68300003804 1.00 $756.04 $756.04 68300003820 1.00 $756.04 $756.04 68310000020 0.60 $756.04 $453.63 68310000046 0.60 $756.04 $453.63 68310000062 0.60 $756.04 $453.63 68310000088 0.60 $756.04 $453.63 68310000101 0.60 $756.04 $453.63 68310000127 0.60 $756.04 $453.63 68310000143 0.60 $756.04 $453.63 68310000169 0.60 $756.04 $453.63 68310000185 0.60 $756.04 $453.63 68310000208 0.60 $756.04 $453.63 68310000224 0.60 $756.04 $453.63 68310000240 0.60 $756.04 $453.63 68310000266 0.60 $756.04 $453.63 68310000282 0.60 $756.04 $453.63 68310000305 0.60 $756.04 $453.63 68310000321 0.60 $756.04 $453.63 68310000347 0.60 $756.04 $453.63 68310000363 0.60 $756.04 $453.63 68310000389 0.60 $756.04 $453.63 68310000402 0.60 $756.04 $453.63 68310000428 0.60 $756.04 $453.63 68310000444 0.60 $756.04 $453.63 68310000460 0.60 $756.04 $453.63 68310000486 0.60 $756.04 $453.63 68310000509 0.60 $756.04 $453.63 68310000525 0.60 $756.04 $453.63 68310000541 0.60 $756.04 $453.63 68310000567 0.60 $756.04 $453.63 68310000583 0.60 $756.04 $453.63 68310000606 0.60 $756.04 $453.63 68310000622 0.60 $756.04 $453.63 68310000648 0.60 $756.04 $453.63 68310000664 0.60 $756.04 $453.63 68310000680 0.60 $756.04 $453.63 68310000703 0.60 $756.04 $453.63 68310000729 0.60 $756.04 $453.63 68310000745 0.60 $756.04 $453.63 68310000761 0.60 $756.04 $453.63 68310000787 0.60 $756.04 $453.63 68310000800 0.60 $756.04 $453.63 68310000826 0.60 $756.04 $453.63 68310000842 0.60 $756.04 $453.63 68310000868 0.60 $756.04 $453.63 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68310000884 0.60 $756.04 $453.63 68310000907 0.60 $756.04 $453.63 68310000923 0.60 $756.04 $453.63 68310000949 0.60 $756.04 $453.63 68310000965 0.60 $756.04 $453.63 68310000981 0.60 $756.04 $453.63 68310001003 0.60 $756.04 $453.63 68310001029 0.60 $756.04 $453.63 68310001045 0.60 $756.04 $453.63 68310001061 0.60 $756.04 $453.63 68310001087 0.60 $756.04 $453.63 68310001100 0.60 $756.04 $453.63 68310001126 0.60 $756.04 $453.63 68310001142 0.60 $756.04 $453.63 68310001168 0.60 $756.04 $453.63 68310001184 0.60 $756.04 $453.63 68310001207 0.60 $756.04 $453.63 68310001223 0.60 $756.04 $453.63 68310001249 0.60 $756.04 $453.63 68310001265 0.60 $756.04 $453.63 68310001281 0.60 $756.04 $453.63 68310001304 0.60 $756.04 $453.63 68310001320 0.60 $756.04 $453.63 68310001346 0.60 $756.04 $453.63 68310001362 0.60 $756.04 $453.63 68310001388 0.60 $756.04 $453.63 68310001401 0.60 $756.04 $453.63 68310001427 0.60 $756.04 $453.63 68310001443 0.60 $756.04 $453.63 68310001469 0.60 $756.04 $453.63 68310002400 0.60 $756.04 $453.63 68310002426 0.60 $756.04 $453.63 68310002442 0.60 $756.04 $453.63 68310002468 0.60 $756.04 $453.63 68310002484 0.60 $756.04 $453.63 68310002507 0.60 $756.04 $453.63 68310002523 0.60 $756.04 $453.63 68310002549 0.60 $756.04 $453.63 68310002581 0.60 $756.04 $453.63 68310002604 0.60 $756.04 $453.63 68310002620 0.60 $756.04 $453.63 68310002646 0.60 $756.04 $453.63 68310002662 0.60 $756.04 $453.63 68310002688 0.60 $756.04 $453.63 68310002701 0.60 $756.04 $453.63 68310002727 0.60 $756.04 $453.63 68310002743 0.60 $756.04 $453.63 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 68310002769 0.60 $756.04 $453.63 68310002785 0.60 $756.04 $453.63 68310002808 0.60 $756.04 $453.63 68310002824 0.60 $756.04 $453.63 74890000301 13.66 $756.04 $10,327.53 74890000408 - $756.04 $0.00 74890000602 3.34 $756.04 $2,525.18 74890000660 - $756.04 $0.00 74890000709 - $756.04 $0.00 74890000725 0.80 $756.04 $604.83 74890000741 0.80 $756.04 $604.83 74890000767 0.80 $756.04 $604.83 74890000783 0.80 $756.04 $604.83 74890000806 0.80 $756.04 $604.83 74890000822 0.80 $756.04 $604.83 74890000848 0.80 $756.04 $604.83 74890000864 0.80 $756.04 $604.83 74890000880 0.80 $756.04 $604.83 74890000903 0.80 $756.04 $604.83 74890000929 0.80 $756.04 $604.83 74890000945 0.80 $756.04 $604.83 74890000961 0.80 $756.04 $604.83 74890000987 0.80 $756.04 $604.83 74890001009 0.80 $756.04 $604.83 74890001025 0.80 $756.04 $604.83 74890001041 0.80 $756.04 $604.83 74890001067 0.80 $756.04 $604.83 74890001083 0.80 $756.04 $604.83 74890001106 0.80 $756.04 $604.83 74890001122 0.80 $756.04 $604.83 74890001148 0.80 $756.04 $604.83 74890001164 0.80 $756.04 $604.83 74890001180 0.80 $756.04 $604.83 74890001203 0.80 $756.04 $604.83 74890001229 0.80 $756.04 $604.83 74890001245 0.80 $756.04 $604.83 74890001261 0.80 $756.04 $604.83 74890001287 0.80 $756.04 $604.83 74890001300 0.80 $756.04 $604.83 74890001326 0.80 $756.04 $604.83 74890001342 0.80 $756.04 $604.83 74890001368 0.80 $756.04 $604.83 74890001384 0.80 $756.04 $604.83 74890001407 0.80 $756.04 $604.83 74890001423 0.80 $756.04 $604.83 74890001449 0.80 $756.04 $604.83 74890001465 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 74890001481 0.80 $756.04 $604.83 74890001504 0.80 $756.04 $604.83 74890001520 0.80 $756.04 $604.83 74890001546 0.80 $756.04 $604.83 74890001562 0.80 $756.04 $604.83 74890001588 0.80 $756.04 $604.83 74890001601 0.80 $756.04 $604.83 74890001627 0.80 $756.04 $604.83 74890001643 0.80 $756.04 $604.83 74890001669 0.80 $756.04 $604.83 74890001685 0.80 $756.04 $604.83 74890001708 0.80 $756.04 $604.83 74890001724 1.00 $756.04 $756.04 75530000822 0.80 $756.04 $604.83 75530000848 0.80 $756.04 $604.83 75530000864 0.80 $756.04 $604.83 75530000880 0.80 $756.04 $604.83 75530000903 0.80 $756.04 $604.83 75530000929 0.80 $756.04 $604.83 75530000945 0.80 $756.04 $604.83 75530000961 0.80 $756.04 $604.83 75530000987 0.80 $756.04 $604.83 75530001009 0.80 $756.04 $604.83 75530001025 0.80 $756.04 $604.83 75530001041 0.80 $756.04 $604.83 75530001067 0.80 $756.04 $604.83 75530001083 0.80 $756.04 $604.83 75530001106 0.80 $756.04 $604.83 75530001122 0.80 $756.04 $604.83 75530001148 0.80 $756.04 $604.83 75530001164 0.80 $756.04 $604.83 75530001180 0.80 $756.04 $604.83 75530001203 0.80 $756.04 $604.83 75530001229 0.80 $756.04 $604.83 75530001245 0.80 $756.04 $604.83 75530001261 0.80 $756.04 $604.83 75530001287 0.80 $756.04 $604.83 75530001300 0.80 $756.04 $604.83 75530001326 0.80 $756.04 $604.83 75530002024 0.80 $756.04 $604.83 75530002040 0.80 $756.04 $604.83 75530002066 0.80 $756.04 $604.83 75530002082 0.80 $756.04 $604.83 75530002105 0.80 $756.04 $604.83 75530002121 0.80 $756.04 $604.83 75530002147 0.80 $756.04 $604.83 75530002163 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 75530002189 0.80 $756.04 $604.83 75530002202 0.80 $756.04 $604.83 75530002228 0.80 $756.04 $604.83 75530002244 0.80 $756.04 $604.83 75530002260 0.80 $756.04 $604.83 75530002286 0.80 $756.04 $604.83 75530002309 0.80 $756.04 $604.83 75530002325 0.80 $756.04 $604.83 75530002341 0.80 $756.04 $604.83 75530002367 0.80 $756.04 $604.83 75530002383 0.80 $756.04 $604.83 75530002406 0.80 $756.04 $604.83 75530002422 0.80 $756.04 $604.83 75530002448 0.80 $756.04 $604.83 75530002464 0.80 $756.04 $604.83 75530002480 0.80 $756.04 $604.83 75530002503 0.80 $756.04 $604.83 75530002529 0.80 $756.04 $604.83 75530002545 0.80 $756.04 $604.83 75530002561 0.80 $756.04 $604.83 75530002587 0.80 $756.04 $604.83 75530002600 0.80 $756.04 $604.83 75530002626 0.80 $756.04 $604.83 75530002642 0.80 $756.04 $604.83 75530002668 0.80 $756.04 $604.83 75530002684 0.80 $756.04 $604.83 75530002707 0.80 $756.04 $604.83 75530002723 0.80 $756.04 $604.83 75530002749 0.80 $756.04 $604.83 75530002765 0.80 $756.04 $604.83 75530002781 0.80 $756.04 $604.83 75530002804 0.80 $756.04 $604.83 75530002820 0.80 $756.04 $604.83 75530002846 0.80 $756.04 $604.83 75680000028 0.80 $756.04 $604.83 75680000044 0.80 $756.04 $604.83 75680000060 0.80 $756.04 $604.83 75680000086 0.80 $756.04 $604.83 75680000109 0.80 $756.04 $604.83 75680000125 0.80 $756.04 $604.83 75680000141 0.80 $756.04 $604.83 75680000167 0.80 $756.04 $604.83 75680000183 0.80 $756.04 $604.83 75680000206 0.80 $756.04 $604.83 75680000222 0.80 $756.04 $604.83 75680000248 0.80 $756.04 $604.83 75680001027 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 75680001043 0.80 $756.04 $604.83 75680001069 0.80 $756.04 $604.83 75680001085 0.80 $756.04 $604.83 75680001108 0.80 $756.04 $604.83 75680001124 0.80 $756.04 $604.83 75680001140 0.80 $756.04 $604.83 75680001166 0.80 $756.04 $604.83 75680001522 0.80 $756.04 $604.83 75680001548 0.80 $756.04 $604.83 75680001564 0.80 $756.04 $604.83 75680001580 0.80 $756.04 $604.83 75680001603 0.80 $756.04 $604.83 75680001629 0.80 $756.04 $604.83 75680001645 0.80 $756.04 $604.83 75680001661 0.80 $756.04 $604.83 75680001687 0.80 $756.04 $604.83 75680001700 0.80 $756.04 $604.83 75680001726 0.80 $756.04 $604.83 75680001742 0.80 $756.04 $604.83 75680001823 0.80 $756.04 $604.83 75680001849 0.80 $756.04 $604.83 75680001865 0.80 $756.04 $604.83 75680001881 0.80 $756.04 $604.83 75680001904 0.80 $756.04 $604.83 75680001920 0.80 $756.04 $604.83 75680001946 0.80 $756.04 $604.83 75680001962 0.80 $756.04 $604.83 75680002026 0.80 $756.04 $604.83 75680002042 0.80 $756.04 $604.83 75680002068 0.80 $756.04 $604.83 75680002084 0.80 $756.04 $604.83 75680002107 0.80 $756.04 $604.83 75680002123 0.80 $756.04 $604.83 75680002149 0.80 $756.04 $604.83 75680002165 0.80 $756.04 $604.83 75680002181 0.80 $756.04 $604.83 75680002204 0.80 $756.04 $604.83 75680002220 0.80 $756.04 $604.83 75680002246 0.80 $756.04 $604.83 75690001020 0.80 $756.04 $604.83 75690001046 0.80 $756.04 $604.83 75690001062 0.80 $756.04 $604.83 75690001088 0.80 $756.04 $604.83 75690001101 0.80 $756.04 $604.83 75690001127 0.80 $756.04 $604.83 75690001143 0.80 $756.04 $604.83 75690001169 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 75690001185 0.80 $756.04 $604.83 75690001208 0.80 $756.04 $604.83 75690001224 0.80 $756.04 $604.83 75690001240 0.80 $756.04 $604.83 75690001266 0.80 $756.04 $604.83 75690001282 0.80 $756.04 $604.83 75690001305 0.80 $756.04 $604.83 75690001321 0.80 $756.04 $604.83 75690001347 0.80 $756.04 $604.83 75690001363 0.80 $756.04 $604.83 75690001389 0.80 $756.04 $604.83 75690001402 0.80 $756.04 $604.83 75690001428 0.80 $756.04 $604.83 75690001444 0.80 $756.04 $604.83 75690001460 0.80 $756.04 $604.83 75690001486 0.80 $756.04 $604.83 75690001745 0.80 $756.04 $604.83 75690001761 0.80 $756.04 $604.83 75690001787 0.80 $756.04 $604.83 75690001800 0.80 $756.04 $604.83 75690001826 0.80 $756.04 $604.83 75690001842 0.80 $756.04 $604.83 75690001868 0.80 $756.04 $604.83 75690001884 0.80 $756.04 $604.83 75690001907 0.80 $756.04 $604.83 75690001923 0.80 $756.04 $604.83 75690001949 0.80 $756.04 $604.83 75690001965 0.80 $756.04 $604.83 75690002029 0.80 $756.04 $604.83 75690002045 0.80 $756.04 $604.83 75690002061 0.80 $756.04 $604.83 75690002087 0.80 $756.04 $604.83 75690002100 0.80 $756.04 $604.83 75690002126 0.80 $756.04 $604.83 75690002142 0.80 $756.04 $604.83 75690002168 0.80 $756.04 $604.83 75690002184 0.80 $756.04 $604.83 75690002207 0.80 $756.04 $604.83 75690002223 0.80 $756.04 $604.83 75690002249 0.80 $756.04 $604.83 75690002265 0.80 $756.04 $604.83 75690002281 0.80 $756.04 $604.83 75690002304 0.80 $756.04 $604.83 75690002320 0.80 $756.04 $604.83 75690003028 0.80 $756.04 $604.83 75690003044 0.80 $756.04 $604.83 75690003060 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 75690003086 0.80 $756.04 $604.83 75690003109 0.80 $756.04 $604.83 75690003125 0.80 $756.04 $604.83 75690003141 0.80 $756.04 $604.83 75690003167 0.80 $756.04 $604.83 75690003183 0.80 $756.04 $604.83 75690003206 0.80 $756.04 $604.83 75690003222 0.80 $756.04 $604.83 75690003248 0.80 $756.04 $604.83 75690003329 0.80 $756.04 $604.83 75690003345 0.80 $756.04 $604.83 75690003361 0.80 $756.04 $604.83 75690003387 0.80 $756.04 $604.83 75690003400 0.80 $756.04 $604.83 75690003426 0.80 $756.04 $604.83 75690003442 0.80 $756.04 $604.83 75690003468 0.80 $756.04 $604.83 75690003633 0.80 $756.04 $604.83 75690003659 0.80 $756.04 $604.83 75690003675 0.80 $756.04 $604.83 75690003691 0.80 $756.04 $604.83 75690003714 0.80 $756.04 $604.83 75690003730 0.80 $756.04 $604.83 75690003756 0.80 $756.04 $604.83 75690003772 0.80 $756.04 $604.83 75690003798 0.80 $756.04 $604.83 75690003811 0.80 $756.04 $604.83 75690003837 0.80 $756.04 $604.83 75690003853 0.80 $756.04 $604.83 75690004027 0.80 $756.04 $604.83 75690004043 0.80 $756.04 $604.83 75690004069 0.80 $756.04 $604.83 75690004085 0.80 $756.04 $604.83 75690004108 0.80 $756.04 $604.83 75690004124 0.80 $756.04 $604.83 75690004140 0.80 $756.04 $604.83 75690004166 0.80 $756.04 $604.83 75690004522 0.80 $756.04 $604.83 75690004548 0.80 $756.04 $604.83 75690004564 0.80 $756.04 $604.83 75690004580 0.80 $756.04 $604.83 75690004603 0.80 $756.04 $604.83 75690004629 0.80 $756.04 $604.83 75690004645 0.80 $756.04 $604.83 75690004661 0.80 $756.04 $604.83 75690005026 0.80 $756.04 $604.83 75690005042 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 75690005068 0.80 $756.04 $604.83 75690005084 0.80 $756.04 $604.83 75690005107 0.80 $756.04 $604.83 75690005123 0.80 $756.04 $604.83 75690005149 0.80 $756.04 $604.83 75690005165 0.80 $756.04 $604.83 75690007024 0.80 $756.04 $604.83 75690007040 0.80 $756.04 $604.83 75690007066 0.80 $756.04 $604.83 75690007082 0.80 $756.04 $604.83 75690007105 0.80 $756.04 $604.83 75690007121 0.80 $756.04 $604.83 75690007147 0.80 $756.04 $604.83 75690007163 0.80 $756.04 $604.83 75690007189 0.80 $756.04 $604.83 75690007202 0.80 $756.04 $604.83 75690007228 0.80 $756.04 $604.83 75690007244 0.80 $756.04 $604.83 75690010024 0.80 $756.04 $604.83 75690010040 0.80 $756.04 $604.83 75690010066 0.80 $756.04 $604.83 75690010082 0.80 $756.04 $604.83 75690010105 0.80 $756.04 $604.83 75690010121 0.80 $756.04 $604.83 75690010147 0.80 $756.04 $604.83 75690010163 0.80 $756.04 $604.83 75690014185 0.80 $756.04 $604.83 75690014208 0.80 $756.04 $604.83 75690014224 0.80 $756.04 $604.83 75690014240 0.80 $756.04 $604.83 75690014266 0.80 $756.04 $604.83 75690014282 0.80 $756.04 $604.83 75690014305 0.80 $756.04 $604.83 75690014321 0.80 $756.04 $604.83 75690014347 0.80 $756.04 $604.83 75690014363 0.80 $756.04 $604.83 75690014389 0.80 $756.04 $604.83 75690014402 0.80 $756.04 $604.83 80457609029 0.80 $756.04 $604.83 80457609045 0.80 $756.04 $604.83 80457609061 0.80 $756.04 $604.83 80457609087 0.80 $756.04 $604.83 80457609100 0.80 $756.04 $604.83 80457609126 0.80 $756.04 $604.83 80457609142 0.80 $756.04 $604.83 80457609168 0.80 $756.04 $604.83 80457610021 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 80457610047 0.80 $756.04 $604.83 80457610063 0.80 $756.04 $604.83 80457610089 0.80 $756.04 $604.83 80457610102 0.80 $756.04 $604.83 80457610128 0.80 $756.04 $604.83 80457610144 0.80 $756.04 $604.83 80457610160 0.80 $756.04 $604.83 80457610322 0.80 $756.04 $604.83 80457610348 0.80 $756.04 $604.83 80457610364 0.80 $756.04 $604.83 80457610380 0.80 $756.04 $604.83 80457610403 0.80 $756.04 $604.83 80457610429 0.80 $756.04 $604.83 80457610445 0.80 $756.04 $604.83 80457610461 0.80 $756.04 $604.83 80457610623 0.80 $756.04 $604.83 80457610649 0.80 $756.04 $604.83 80457610665 0.80 $756.04 $604.83 80457610681 0.80 $756.04 $604.83 80457610704 0.80 $756.04 $604.83 80457610720 0.80 $756.04 $604.83 80457610746 0.80 $756.04 $604.83 80457610762 0.80 $756.04 $604.83 80457610788 0.80 $756.04 $604.83 80457610801 0.80 $756.04 $604.83 80457611020 0.80 $756.04 $604.83 80457611046 0.80 $756.04 $604.83 80457611062 0.80 $756.04 $604.83 80457611088 0.80 $756.04 $604.83 80457611101 0.80 $756.04 $604.83 80457611127 0.80 $756.04 $604.83 80457611143 0.80 $756.04 $604.83 80457611169 0.80 $756.04 $604.83 80457611185 0.80 $756.04 $604.83 80457611208 0.80 $756.04 $604.83 80457611321 0.80 $756.04 $604.83 80457611347 0.80 $756.04 $604.83 80457611363 0.80 $756.04 $604.83 80457611389 0.80 $756.04 $604.83 80457611402 0.80 $756.04 $604.83 80457611428 0.80 $756.04 $604.83 80457611444 0.80 $756.04 $604.83 80457611460 0.80 $756.04 $604.83 80457612029 0.80 $756.04 $604.83 80457612045 0.80 $756.04 $604.83 80457612061 0.80 $756.04 $604.83 80457612087 0.80 $756.04 $604.83 A-5 PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT FINAL ASSESSMENT ROLL ALLOCATED TO WS STANDBY ASSESSMENTS TOTAL PER UNIT TOTAL PARCEL ID NUMBERS #of ERCs ANNUAL WS ALLOCATION 80457612100 0.80 $756.04 $604.83 80457612126 0.80 $756.04 $604.83 80457612142 0.80 $756.04 $604.83 80457612168 0.80 $756.04 $604.83 80457612773 0.80 $756.04 $604.83 80457612799 0.80 $756.04 $604.83 80457612812 0.80 $756.04 $604.83 80457612838 0.80 $756.04 $604.83 80457612854 0.80 $756.04 $604.83 80457612870 0.80 $756.04 $604.83 80457612896 0.80 $756.04 $604.83 80457612919 0.80 $756.04 $604.83 80457613028 0.80 $756.04 $604.83 80457613044 0.80 $756.04 $604.83 80457613060 0.80 $756.04 $604.83 80457613086 0.80 $756.04 $604.83 80457613109 0.80 $756.04 $604.83 80457613125 0.80 $756.04 $604.83 80457613141 0.80 $756.04 $604.83 80457613167 0.80 $756.04 $604.83 80457613523 0.80 $756.04 $604.83 80457613549 0.80 $756.04 $604.83 80457613565 0.80 $756.04 $604.83 80457613581 0.80 $756.04 $604.83 80457613604 0.80 $756.04 $604.83 80457613620 0.80 $756.04 $604.83 80457613646 0.80 $756.04 $604.83 80457613662 0.80 $756.04 $604.83 1,032.96 $780,961.12 SEVERN TR E N T SERVICES A-5 RESOLUTION 2010-3 A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT SETTING A PUBLIC HEARING TO BE HELD ON JANUARY 15, 2010, AT 10:00 A.M., IN THE EGRET ROOM; 25000 TAMIAMI TRAIL; NAPLES, FLORIDA 34114, FOR THE PURPOSE OF HEARING PUBLIC COMMENT ON IMPOSING A SPECIAL ASSESSMENT ON CERTAIN PROPERTY WITHIN THE DISTRICT GENERALLY DESCRIBED AS THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT IN ACCORDANCE WITH CHAPTERS 170 AND 190, FLORIDA STATUTES. WHEREAS, the Board of Supervisors of the Port of the Islands Community Improvement District, ("Board") has previously adopted Resolution 2010-2, entitled A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT DECLARING SPECIAL ASSESSMENTS; INDICATING THE LOCATION, NATURE AND ESTIMATED COST OF THOSE IMPROVEMENTS WHOSE COST IS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE PORTION OF THE ESTIMATED COST OF THE IMPROVEMENTS TO BE DEFRAYED BY THE SPECIAL ASSESSMENTS; PROVIDING THE MANNER IN WHICH SUCH SPECIAL ASSESSMENTS SHALL BE MADE; PROVIDING WHEN SUCH SPECIAL ASSESSMENTS SHALL BE MADE; DESIGNATING LANDS UPON WHICH THE SPECIAL ASSESSMENTS SHALL BE LEVIED; PROVIDING FOR AN ASSESSMENT PLAT; ADOPTING A PRELIMINARY ASSESSMENT ROLL; PROVIDING FOR PUBLICATION OF THIS RESOLUTION. WHEREAS, in accordance with Resolution 2010-2, a preliminary assessment roll has been prepared and all other conditions precedent set forth in Chapters 170 and 190, Florida Statutes, to the holding of the aforementioned public hearing have been satisfied, and the roll and related documents are available for public inspection at Severn Trent Services, Inc., 210 North University Drive, Suite 702, Coral Springs, Florida 33071 ("District Records Office"). NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT: SECTION 1. There is hereby declared a public hearing to be held at 10:00 a.m., on January 15, 2010, in the Egret Room; 25000 Tamiami Trail; Naples, Florida, 34114, for the purpose of hearing comment and objections to the proposed special assessment program for community improvements as identified in the Preliminary Assessment Roll, a copy of which is on file. Affected parties may appear at that hearing or submit their comments in writing prior to the meeting to the Office of the District Manager, Severn Trent Services, Inc.; 210 North University Drive; Suite 702, Coral Springs, Florida 33071. Page 1 of 2 SECTION 2. Notice of said hearing shall be advertised in accordance with Chapters 170, 190, and 197, Florida Statutes, and the District Manager is hereby authorized and directed to place said notice in a newspaper of general circulation within Collier County (by two publications one week apart with the last publication at least one week prior to the date of the hearing established herein). The District Manager shall file a publisher's affidavit with the District Secretary verifying such publication of notice. The District Manager is further authorized and directed to give thirty (30) days written notice by mail of the time and place of this hearing to the owners of all property to be assessed and include in such notice the amount of the assessment for each such property owner, a description of the areas to be improved and notice that information concerning all assessments may be ascertained at the District Records Office. The District Manager shall file proof of such mailing by affidavit with the District Secretary. SECTION 3. This Resolution shall become effective immediately upon its passage. PASSED AND ADOPTED 20TH DAY OF NOVEMBER, 2009. Attest: THE PORT OF THE ISLANDS COMMUNITY IMPROVE T DISTRIC Calvin Teague Dale Lambert Secretary Chairman Pagel 2 of 2 RESOLUTION 2010-4 A RESOLUTION PROVIDING FOR THE ACQUISITION,CONSTRUCTION AND ERECTION OF IMPROVEMENTS TO THE PUBLIC FACILITIES OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT OF COLLIER COUNTY, FLORIDA; AUTHORIZING THE ISSUANCE OF NOT EXCEEDING $5,500,000 SPECIAL ASSESSMENT BONDS TO FINANCE A PORTION OF THE COST THEREOF; PLEDGING A LIEN ON THE NET REVENUES OF THE ASSESSMENTS TO SECURE THE PAYMENT THEREOF;PROVIDING FOR THE RIGHTS OF THE HOLDERS OF SUCH BONDS; PROVIDING CERTAIN OTHER MATTERS IN CONNECTION THEREWITH AND PROVIDING AN EFFECTIVE DATE. BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT OF COLLIER COUNTY,FLORIDA(the "Issuer"), as follows: ARTICLE I GENERAL 1.01. Authority for this Resolution. This Resolution(the"Resolution")is adopted pursuant to the provisions of the Constitution of Florida, Chapter 190 and Chapter 153, Part II, Florida Statutes, and other applicable provisions of law(the "Act"). 1.02. Findings. It is hereby found and determined that: (A) For the benefit of its inhabitants, the Board of Supervisors of the Port of the Islands Community Improvement District of Collier County, Florida (hereinafter sometimes called the "Issuer") finds, determines and declares that it is necessary for the continued preservation of the health,welfare,convenience and safety of the Issuer and its inhabitants to construct improvements to the Public Facilities of the Issuer in accordance with plans and specifications prepared by the District's Engineer on file from time to time(the "2010 Project") with the Secretary of the Board of Supervisors of the Issuer(the "Secretary"). (B) The Issuer has been advised by its Consulting Engineers that the cost of constructing the 2010 Project in accordance with said plans and specifications is estimated at$5,500,000 which will be paid with the proceeds of the sale of the 2010 Bonds herein authorized, and shall be deemed to include all expenses necessary, appurtenant or incidental thereto, including the cost of any land or interest therein or of any fixtures,equipment or property necessary or convenient therefore,the cost of labor and materials to complete such construction; engineering and legal expenses; fiscal expenses; expenses for estimates of costs and revenues; expenses for plans, specifications and surveys; interest during construction, if any; administrative expenses; and all other necessary miscellaneous expenses. (C) The Pledged Revenues, herein defined, to be derived annually from the Special Assessments levied and collected, all as herein defined, will be sufficient to pay the principal and interest on the 2010 Bonds herein authorized. It is estimated the period of usefulness of the System will exceed the term of the Bond. (D) It is deemed necessary and desirable to pledge to the payment of the principal of, redemption premium,if any,and the interest on the 2010 Bonds herein authorized,a lien on the Net Revenues derived from the Special Assessments levied and collected with respect to the Bonds, including without limitations amounts received from any foreclosure proceeding for the enforcement of the collection of the Special Assessment or from the issuance and sale of tax certificates with respect to the Assessments. (E) This Resolution is declared to be and shall constitute a contract between the Issuer and the holders of all the Bonds; and the covenants and agreements herein set forth to be performed by the Issuer are and shall be for the equal benefit,protection and security of the holders of any and all of the Bonds. (F) The Issuer is not, under this Resolution obligated to levy any taxes on any real or personal property to pay(i)the principal of or interest on the Bonds hereinafter authorized,or(ii)the cost of maintaining, repairing and operating the System. The Bonds issued pursuant to this Resolution shall not constitute a lien upon the System or any other property of the Issuer or situated within its limits, except the Pledged Revenues of the Special Assessments in the manner provided herein. 1.03. Definitions. The following terms in this Resolution shall have the following meanings unless the text otherwise expressly requires: "Non Ad Valorem Special Assessments"shall mean,the net proceeds derived from the levy and collection of non ad valorem assessments as defined in Section 197.3632, Florida Statutes, labeled"Special Assessments"against the properties located on the District Lands that are specially benefited by the acquisition and construction of the Project, including the interest and penalties on such special assessments,pursuant to all applicable provisions of the Act and Chapter 170,Florida Statutes and Chapter 197,Florida Statutes,including,without limitation,any amount received from any foreclosure proceeding for the enforcement of collection of such Special Assessments or from the issuance and sale of tax certificates with respect to such Special Assessments, less the fees and costs of collection thereof payable to the Tax Collector and less certain administrative costs payable to the Property Appraiser pursuant to the Property Appraiser and Tax Collector Agreement. "2010 Bonds" shall mean the bonds authorized and issued pursuant to this Resolution. 1.04. Construction of 2010 Project Authorized. The Issuer is hereby authorized to construct the 2010 Project as defined in Section 1.02(A) above. ARTICLE II AUTHORIZATION, TERMS, EXECUTION AND REGISTRATION OF REVENUE BONDS 2.01. Authorization of Special Assessment Revenue Bonds. Subject and pursuant to the provisions of this Resolution, obligations of the Issuer to be known as "Port of the Islands Community Improvement District Special Assessment Revenue Bonds, Series 2010" (the "2010 Bonds") are hereby authorized to be issued in an aggregate principal amount not exceeding Five Million Five Hundred Thousand Dollars ($5,500,000) for the purpose of providing funds to pay a part of the cost of the 2010 Project provided for in Section 1.02(A)hereof. Should the 2010 Bonds be issued in a year other than 2010,the series designation shall be changed to such year of issuance. 2.02. Method of Payment. Both the principal of and interest on the Bonds shall be payable in lawful money of the United States of America,except that payment of interest on the 2010 Bonds on any interest payment date will be made to the person appearing as the registered owner thereof on the registration books of the Issuer,such interest to be paid by check or draft mailed to the registered owner at his address as it appears on such registration books; provided, however,payment may be made electronically. The payment shall be debited from the Issuer's bank account the day payment is due. Payment may also be made at such other places as the holder shall designate in writing to the Issuer. 2010 Bonds or principal installments thereof may be redeemed on any interest due date without the payment of a premium. At least thirty (30) days prior to the redemption date, written notice of any redemption shall be filed with the Paying Agent and mailed, postage prepaid to the holder of the Bonds at their respective addresses as they appear upon the registration books of the Issuer. ARTICLE III COVENANTS, SPECIAL FUNDS AND APPLICATION THEREOF 3.01 Application of 2010 Bond Proceeds. The Issuer hereby covenants that it will establish with a depository in the State of Florida, which is a member of the Federal Deposit Insurance Corporation and which is eligible under the laws of the State of Florida to receive municipal funds,a separate account or accounts(herein collectively called the"2010 Construction Account")into which shall be deposited the proceeds from the sale of the 2010 Bonds herein authorized except such portion thereof as shall be necessary to pay interest on the 2010 Bonds during the construction of the 2010 Project,if any,which shall be deposited to the Sinking Fund required to assure payment in full of the cost of the 2010 Project. Withdrawals from the 2010 Construction Account shall be made only for such purposes as shall have been previously specified in the 2010 Project cost estimates and as shall be approved by the Consulting Engineers for the 2010 Project. The Issuer's share of any liquidated damages or other monies paid by defaulting contractors or their sureties,and all proceeds of insurance compensating for damages to the 2010 Project during the period of construction, shall be deposited in the 2010 Construction Account to assure completion of the 2010 Project. Monies in the 2010 Construction Account shall be secured by the depository bank in accordance with U.S. Treasury Department Circular 176 and in the manner prescribed by the Laws of the State of Florida relating to the securing of public funds. When the monies on deposit in the 2010 Construction Account exceed the estimated disbursements on the account of the 2010 Project for the next 90 days, the Issuer may direct the depository bank to invest such excess funds in direct obligations of, or obligations the principal of and interest on which are guaranteed by the United States of America, which shall be subject to redemption at any time at face value by the holder thereof. The earnings from any such investment shall be deposited in the 2010 Construction Account. When the construction of the 2010 Project has been completed and all construction costs have been paid in full, all funds remaining in the 2010 Construction Account shall be deposited in the Sinking Fund, and the 2010 Construction Account shall be closed. All monies deposited in said 2010 Construction Account shall be and constitute a trust fund created for the purposes stated, and there is hereby created a lien upon such fund in favor of the holders of the Bonds until the monies thereof shall have been applied in accordance with this Resolution. 3.02. Reserve Fund. There is hereby established and maintained the 2010 Bonds Reserve Fund(the"2010 Bonds Reserve Fund"). Funds in the 2010 Bonds Reserve Fund shall be used only for the purpose of curing deficiencies in the Sinking Fund with respect to the 2010 Bonds and for no other purpose. 3.03 Covenant to Budget and Appropriate. Subject to the next paragraph, the Issuer covenants and agrees to appropriate in its annual budget,by amendment,if necessary,from Non Ad Valorem Special Assessments,amounts sufficient to pay principal of and interest on the 2010 Bonds and other payments or deposits related to the 2010 Bonds. Such covenant and agreement on the part of the Issuer to budget and appropriate such amounts of Non Ad Valorem Special Assessments shall be cumulative to the extent not paid, and shall continue until such Non Ad Valorem Special Assessments or other legally available funds in amounts sufficient to make all such required payments on the 2010 Bonds shall have been budgeted, appropriated and levied. No lien upon or pledge of such budgeted Non Ad Valorem Assessment shall be in effect until such monies are received by the Issuer. Nothing herein shall be deemed to pledge ad valorem tax revenues or to permit or constitute a mortgage or lien upon any assets owned by the Issuer and no holder of a 2010 Bond nor any other person,may compel the levy of ad valorem taxes on real or personal property within the boundaries of the Issuer. Notwithstanding any provisions of this Resolution or the 2010 Bonds to the contrary, the Issuer shall never be obligated to maintain or continue any of the activities of the Issuer which generate user service charges, regulatory fees or any Non Ad Valorem Revenues. Neither this Resolution nor the obligations of the Issuer hereunder shall be construed as a pledge of or a lien on all or any legally available Non Ad Valorem Revenues of the Issuer,but shall be payable solely as provided herein and is subject in all respects to the provisions of Section 190.016,Florida Statutes, and is subject, further, to the payment of services and programs which are for essential public purposes affecting the health, welfare and safety of the inhabitants of the Issuer. ARTICLE IV MISCELLANEOUS PROVISIONS 4.01. Modification or Amendment. No material modification or amendment of this Resolution,or of any resolution amendatory hereof or supplemental hereto,may be made without the consent in writing of the owners of two-thirds or more in principal amount of the Bonds then outstanding; provided, however, that no modification or amendment shall permit a change in the maturity of such Bonds or a reduction in the rate of interest thereon,or in the amount of the principal obligation, or affect the unconditional promise of the Issuer to levy the Special Assessments and apply the same as herein provided, or reduce the number of such Bonds the written consent of the owners of which are required by this Section for such modifications or amendments, without the consent of the owners of all such Bonds. 4.02. Creation of Superior Liens. The Issuer covenants that it will not issue any other bonds, certificates or obligations of any kind or nature or create or cause or permit to be created any debt, lien, pledge, assignment, encumbrance or charge payable from or enjoying a lien upon the Special Assessments ranking prior and superior to the lien created by this Resolution, for the benefit of the Bonds herein authorized. 4.03. Severability of Invalid Provisions. If any one or more of the covenants,agreements or provisions of this Resolution should be held contrary to any express provision of law or contrary to the policy of express law,though not expressly prohibited, or against public policy,or shall for any reason whatsoever be held invalid,then such covenants, agreements or provisions shall be null and void and shall be deemed separate from the remaining covenants, agreements or provisions of this Resolution or of the Bonds issued hereunder. 4.04 Validation Authorized. The Issuer's Attorney is hereby authorized and directed to institute appropriate proceedings in the Circuit Court in and for Collier County, Florida, for the validation of said 2010 Bonds and the proper officers of the Issuer are hereby authorized to verify on behalf of the Issuer the pleadings in such proceedings. 4.05. Bonds Authorized to be Sold at Public or Private Sale. The Bonds may be sold at public or private sale at such rate or rates of interest as shall be determined by the Issuer. 4.06. Conflicts Repealed. All Resolutions of the Port of the Islands Community Improvement District which are in conflict or inconsistent with this Resolution are,to the extent of such conflict or inconsistency hereby repealed. 4.07 Tax Covenant. The Issuer covenants to the purchasers of the Bonds provided for in this Resolution that the Issuer will not make any use of the proceeds of the Bonds at any time during the term of the Bonds which, if such use had been reasonably expected on the date the Bonds were issued, would have caused such bonds to be "arbitrage bonds" within the meaning of the Internal Revenue Code of 1986,as amended. The Issuer will comply with the requirements of the Code and any valid and applicable rules and regulations promulgated thereunder necessary to ensure the exclusion of interest on the Bonds from the gross income of the holders thereof for purposes of federal income taxation. 4.08. Defeasance. If,at any time,the Issuer shall have paid,or shall have made provision for payment of, the principal, interest and redemption premiums, if any, with respect to all the Bonds herein authorized,then,and in that event,the pledge of and lien on the funds pledged in favor of the owners of the Bonds shall be no longer in effect. For purposes of the preceding sentence,deposit of sufficient cash and/or Federal Securities or bank certificates of deposit fully secured as to principal and interest by Federal Securities (or deposit of any other securities or investments which may be authorized by law from time to time and sufficient under such law to effect such a defeasance) in irrevocable trust with a banking institution or trust company,for the sole benefit of the owners of the Bonds in an aggregate principal amount which, together with interest to accrue thereon, will be sufficient to make timely payment of the principal of and redemption premiums,if any,and interest on the Bonds in accordance with their terms, the paying agents' fees and expenses with respect thereto and any other expenses occasioned by escrow arrangements or provision for redemption, shall be considered"provision for payment". Nothing herein shall be deemed to require the Issuer to call any Bonds for redemption prior to maturity pursuant to any applicable optional redemption provisions, or to impair the discretion of the Issuer in determining whether to exercise any such option for early redemption, except that if any of the Bonds shall be held by the Government, the Bonds shall be called for redemption as a whole within a period not exceeding six months from the date of such deposit, unless the Government shall agree otherwise in writing. Government held obligations will not be defeased. 4.09. Effective Date. This Resolution shall take effect upon adoption by the Board of Supervisors. Adopted by the Port of the Islands Community Improvement District Board of Supervisors by a vote of Sin favor and opposed, on the 20th day of November, 2009. PORT OF THE ISLANDS COMMUNITY IMPROVEM T DISTRICT BOARD OF SUPER ORS (SEAL) By: a e Lambert, Chairman ATTEST: Calvin Teagu , ecretary EXHIBIT A LETTER OF CONDITIONS SEVERN T R E N T Po o f A4 sht,...oeS SERVICES November 2009 Operations Report Water Treatment Plant Operations and Maintenance The Water Treatment Plant produced and distributed 1.952 MG for the month of October,which is an average of.0.063 MGD. Wastewater Plant Operations and Maintenance The WWTP treated approximately 1.300 MG for the month of October,which is an average of.042MGD Permit Compliance: Water Treatment Plant: All permit requirements met Sampled Stage I & II DBP(TTHM) Revised Lead and Copper sampling plan, sent to DEP for acceptance Wastewater Treatment Plant 2 exceedances on TSS attributed to MBR module breach, Module replaced/repaired Events Occurring Throughout the Month: • Reuse system functioning well LA3.; • gym* -t • 75 HP Reuse pump back in service — '5 uQ, ,� • Commercial Backflow installations completed at N. Hotel •- 5 }J W- e • Entryway lighting proposal upcoming — 3 • Stella Maris LS panel being built. • Parkson on site for MBR • Sunset Cay Lakes pool potable service installation completed - U ° 'L' • Treated Duckweed on WWTP • US 41 landscaping replacement proposal • Rattlesnakes on Utility Site — ir4_5 ( — t; 1 • Sunset Cay hose bib conversion on going • Well sampling completed,-' Severn Trent Services•5726 Corporation Circle,Fort Myers,FL 33905•Tel 239-694-3310 Fax 239-694-5357 www.severntrentservices.com SEVER r*sj Severn Trent Environmental TREN 'F Services, Inc. 4.00110 4837 Swift Road,Suite 100 SFiV1CLs Sarasota, FL 34231 CONTRACT 09-08 IN CONSIDERATION of the mutual covenants and promises contained herein, Severn Trent Environmental Services,Inc.(the"Company")agrees to perform the following services for Port of the Isles(the"Client"): Location of Work: Port of the Islands: Start Date: 4 weeks upon approval Anticipated Completion Date: 2 days I. DESCRIPTION OF SERVICES: Provide and install Level TROLL 500 water level and temperature logger for Port of the Islands monitoring well MW1 at Wellfield Provide start up services and operator training II. CONTRACT PRICE: The Client agrees to pay the Company for the services provided under this agreement as follows: Unit Cost or Item Description Total Cost Hourly Rate Lump Sum Total $3,708.00 Unless stated otherwise above, payments are due in accordance with the standard terms and conditions of this Contract. III. ITEMS TO BE PROVIDED BY THE CLIENT e•'docurnents and setittokcteague local sertings'remporary Internet tiles1o1k66,wort author zatton0-08 am I data lopget i IQQdoc Pg. 1 of 4 THE STANDARD TERMS AND CONDITIONS on the pages following this Contract are agreed to be a part of this Contract. Offered by: Accepted by: r, Severn Trent Environmental Services,Inc. Client , ( 'N, By: Robert Dick By: Dale?• k------i--N>-:„.\ \ \ N\\ Title: STES Regional Manager Title;Chairperson Address for Notices: _.... Date: 1 I -4,""- c; 9 Date: c:\documts and settings\cteagueJocal settings\temporary Internet files\otk661/4work auttionzation09-08 mwl data logger II 09 doc l'g.2 01'4 STANDARD TERMS AND CONDITIONS Definitions. As used herein, the following terms shall have the following known technical or trade meanings are used in this Contract in accordance with meanings: such recognized meanings. • "Change of Law"the occurrence of any of the events listed in(i)through(iv) Offer to Contract. Company's proposal and the accompanying documents below,which results or can reasonably be expected to result in a direct referred to under the definition of the term "Contract" herein (including the increase to the Company's cost of providing the Services: terms and conditions set forth herein)constitute an offer to contract which may (i) there is passed or promulgated any federal, state, or other local law, be accepted by the client within thirty(30)days from the date hereof(or within statute,ordinance,rule or regulation different front those existing on the such shorter or longer period of time, if any is specified in the Company's date of the Contract;or proposal)and only on the exact terms hereof. If additional or different terms are (ii)there is passed or promulgated any amendment to, or change in,any proposed by Client, such proposal or request shall constitute a counter offer federal,state, or other local law, statute, ordinance, rule or regulation which Company may,at its option,accept by written notice to the Client signed (including any applicable sales tax regulation)following the date of the by the Company.This Contract shall not be binding on the Company unless it is Contract:or executed by the Client and a duly executed copy is delivered to the Company (iii)there comes,into existence an order or judgment of any federal,state,or within the period of time specified above. local court,administrative agency or other governmental body following Entire Agreement.The terms and conditions set out herein are the entire terms the date of the Contract containing interpretations of law relating to the and conditions of this Contract and any prior or contemporaneous provision of the Services by the Company that is inconsistent with understandings or agreements,oral or written,are merged herein. There are no generally accepted interpretations in effect on the date of the Contract; representations or warranties, agreements, or covenants other than those or expressly set forth in this Contract. This Contract may be amended or modified (iv)(a)the imposition of any condition different from those existing on the and/or any right or obligation arising under this Contract may be waived from date of the Contract on the issuance or renewal of any official permit, time to time only by a written instrument executed by the Client and the license or necessary approval related to the provision of the Services by Company. The failure of the Company at any time to enforce any of the the Company, or (b) there shall be a suspension, termination, provisions of this Contract shall not constitute a waiver of such provision. interruption, revocation, denial or failure of renewal of any official Quality of Work and Materials. All Services to be provided hereunder shall permit, license or necessary approval related to the provision of the be performed by qualified personnel in accordance with professional standards. Services by the Company, including without limitation such of the Company acknowledges that the Client is relying an the Company to use the foregoing as are issued or approved by the USEPA, the Occupational effort,skill,diligence and quality control/quality assurance measures expected of Safety and Health Administration or any local Environmental and/or a qualified professional firm performing services of a similar nature to the Building Department; Services to be performed by the Company pursuant to this Contract. Any • "Client"means the party or parties identified as such in this Contract in materials furnished by the Company shall be current, of merchantable quality addition,the term"Client"specifically includes the party or parties to whom and in compliance with any technical standards or specifications incorporated the Company provides Services and the party or parties responsible for into this Contract. When certain materials are specified by a reference standard, paying the Company for Services provided pursuant to this Contract; Company may select any suitable commercially acceptable material meeting the • "Contract"means these terms and conditions,any additional terms and standard. conditions attached hereto and/or expressly incorporated herein directly or by Compliance with Law. All parties shall comply with all applicable laws in reference including,without limitation,the Company's proposal to perform performing their respective obligations hereunder.. the Services to the extent such proposal is referenced or attached herein; Contract Schedule.The date of completion provided in this Contract,if any,is • "Contract Price"means the compensation to be paid by the Client to the approximate and is based upon prompt receipt by Company of all necessary Company in accordance with the terms of this Contract: information and data required to be supplied by the Client, and is subject to • "Company"means Severn Treat Environmental Services,Inc.and its weather,groundwater conditions and unforeseen site conditions. Company will permissible successors and/or assigns. Any reference to actions taken or not use all reasonable efforts to meet the stipulated completion date and completion taken by the Company shall include those actions taken or not taken on of the Services within a reasonable time shall constitute the Company's full Company's behalf; compliance with this Contract. • "Services"means the evaluation,rehabilitation and restoration services to be Additional Work.(a) All additional labor, materials,tools,bonds, insurance, provided by the Company to the Client as identified in this Contract; equipment, licenses, taxes, transportation, surveys, engineering, other • "Uncontrollable Circumstances"means any act,event or condition to the professional services and any additional item provided by or on behalf of the extent that it materially and adversely impacts the cost of performance of,or Company as a result of Uncontrollable Circumstances(including a Change of materially and adversely affects the ability of the Company to perform the Law)shall constitute additional work extending beyond the scope of the Services Services in accordance with the terms of the Contract if such act,event or to be provided by Company hereunder. Company shall be compensated for all condition,in light of any circumstances that should have been known or such additional work commensurate with the appropriate unit prices and/or reasonably believed to have existed at the time,is beyond the reasonable hourly rates indicated in this contract and if no such prices or rates are provided, control and is not a result of the willful or negligent act,error or omission or Company shall be compensated for the fair and equitable value of such failure to exercise reasonable diligence on the part of the Company.Such additional work in an amount reasonably agreeable to the parties; (b) The acts,events or conditions may include,but shall not be limited to,the parties may add,delete,modify,alter or accelerate the Services to be performed following:(a)an act of God,landslide,earthquake,fire,explosion,flood, hereunder,including without limitation,order changes to the Services,or require sabotage,or similar occurrence,acts of a public enemy,extortion,war, the Company to perform additional services but only through a duty executed blockade or insurrection riot or civil disturbance:or(b)a Change of Law;or change or field order. All change and field orders shall be in writing and require (c)the failure of any appropriate governmental agency or private utility to the signature and acceptance by Company prior to becoming effective. Unless provide and maintain utilities required by the Company in order to perform agreed to otherwise by the Company,all such change and field orders shall the Services,etc. reflect the parties'agreement regarding price and proposed completion date. Construction of Agreement. Whenever the context requires,the gender of all Employee Safety. Company shall be responsible for the safety,efficiency and words used in this Contract includes the masculine, feminine,and neuter, All adequacy of its employees and any vehicles and/or machinery, equipment or references to Articles and Sections refer to articles and sections of this Contract, materials furnished or utilized by the Company during the performance of and all references to Exhibits are to Exhibits attached to this all purposes. Services. Company, however, shall not assume any obligation or incur any Captions, headings, cover pages, tables of contents and footnote instructions liability for personal injury or property damage caused by (i) unsafe site contained in this Contract are inserted only to facilitate reference and for conditions not created by the Company or by any of its agents,employees and convenience and in no way define,limit or describe the scope,intent or meaning subcontractors, (ii) work being performed by other parties not related to the of any provisions of this Contract. Words and abbreviations that have well Company, (iii)the negligence of the Client,and/or(iv)the negligence of any third party not related to the Company. Agreed to: (please initial) cadocunments and settings\cteague\locat settings\temporary internet fdesblk66\work authotization09.08 cowl data logger 11 09.doc Pg.3 of 4 Uncontrollable Circumstances.Any delay,default or termination in or of the No Third Party Beneficiaries. This Contract is entered into solely between, performance of the Services by the Company hereunder caused directly or and may he enforced only by the Company and Client;and this Contract shall indirectly by Uncontrollable Circumstances shall not be deemed a breach of this not be deemed to create any rights in third parties,including clients,suppliers,or Contract. The occurrence of such event shall suspend the obligations of the customers of a party, or to create any obligations of a party to any such third Company as long as performance is delayed or threatened thereby,and the fees parties. due hereunder shall be equitably adjusted. Restriction on Use of Reports.Any reports rendered under this Contract by the Ownership of Documents and Inventions. (a) All tracing, specifications, Company are prepared for their intended purposes only. Use of the reports and computations, notes and other original documents as instruments of service data contained therein for other purposes is at the Client's sole risk and shall,following the full payment of the Contract Price,become the property of responsibility. the Client,provided however that the Company shall be entitled to keep copies Notices.Wherever under this Contract one party is required or permitted to give of same;(b) All inventions, discoveries and copyright in work of authorship, notice to the other party,such notice shall be in writing and shall he delivered including those in formative stages, made by the Company (either alone or personally,sent by facsimile transmission,sent by nationally recognized express jointly with the Client)shall from the time of conception or,in the case of works courier or sent by certified,registered,first class mail,postage prepaid,but not of authorship,from the time of creation be the property of Company. by electronic mail. Any such notice shall be deemed given when actually Approval of Work.Services performed by Company shall be deemed approved received when delivered either personally, by facsimile transmission or by and accepted by Client within a reasonable period of time(but in no event longer express courier,or if mailed,on the fifth day after its mailing,postage prepaid to than thirty(30)days)after the Client has had the opportunity to review and/or the recipient party. inspect such services unless Client objects within such period of time by written Governing Law.This Contract and performance under it shall be governed by notice specifically stating the details in which Client believes such services arc and construed in accordance with the laws of the state in which the client's incomplete or defective. Under all circumstances,final payment of the Contract principal office is located. Venue for any action under this Contract shall be in Price shall be deemed as conclusive evidence that the Client has accepted all the state court in the county in which the client's principal office is located. Services provided. Severability. Each and every provision of law and government regulation Payment Terms.Unless specifically stated otherwise,all payments are due Net required by law to be inserted in this Contract shall be deemed to be inserted and 30 days from the date of invoice. Any payment delayed beyond thirty(30)days this Contract shall read and shall be enforced,as though so included herein,and from the specified due date,unless occasioned by fault of the Company,shall be if through mistake or otherwise any such provision is not inserted or is not subject to one and one-half percent (1.5%) per month interest on the unpaid correctly inserted,then upon the application of either party,this Contract shall balance. be deemed to be amended to make such insertion or correction. If this Contract Taxes. Prices do not include sales, use,excise,ad valorem, property or other contains any unlawful provision, the same shall be deemed of no effect and taxes now or hereafter imposed directly or indirectly, by any governmental shall,upon the application of either party,be deemed stricken front this Contract authority or agency with respect to this Contract. Client shall pay directly or without affecting the binding force of the remainder. reimburse Company for any such taxes that the Company may be required to Company's Liability.In the event that claim(s)raised against the Company on pay. If the Client is a tax-exempt entity,the Client shall provide the Company' account of this Contract, or on account of the Services performed hereunder, with proof of such exemption isfare covered under the Company's insurance policies,the Company shall not Default and Termination. This Contract may he terminated by either party be responsible for any loss,damage or liability beyond the amounts,limits and upon a seven(7)days written notice in the event of substantial failure by the conditions of such insurance policies. With respect to any other cause of action other party to perform in accordance with the terms hereof through no fault of and/or claim arising under this Contract,or otherwise arising as a result of,or on the terminating party. In the event of any termination,Company shall be paid account of,the Services provided hereunder,Company's total liability shall not for all services rendered and materials supplied(including materials specifically exceed the Contract Price. manufactured/made for the Client that have yet to be supplied)through the date Insurance. Company shall procure and maintain through the period of this of termination. For purposes of this section, the failure of the Client to pay Contract,at Company's own cost and expense(a)general liability insurance in Company in accordance with the payment terms of this Contract shall be the amount of not less than one million dollars($1,000,000)combined single considered such a substantial failure. In the event of a substantial failure on the limit for personal injury and property damage; (b) errors and omissions part of the Client,Company,in addition to the right to terminate set forth in this insurance in an amount of not less than one million dollars(S1.000,000);and(c) paragraph,may also elect to suspend work until the default in question has been worker's compensation insurance in accordance with all statutory requirements. cured. No delay or omission on the part of Company in exercising any right or Successors and Assigns. Neither Client or Company shall assign, sublet, or remedy hereunder shall constitute a waiver of any such right or remedy on any transfer any rights under or interest in(including,but without limitation;moneys future occasion. that may become due or moneys that are due)this Contract without the written Indemnification.(a)Company agrees to indemnify and save harmless the Client consent of the other, except to the extent that any assignment, subletting or from and against any claim, demands, suits, liabilities, losses and expenses transfer is mandated by law or the effect of this limitation may be restricted by incurred by the Client as a result of Company's negligence, misconduct, or law. breach of this Contract;provided,however,that in the event that both Client and Company are determined by a finding of fact to be negligent and the negligence of both is a proximate cause of such claim for damage,then in such event,Client and Company shall each be responsible for the portion of the liability equal to its comparative share of the total negligence; (b)Client agrees to indemnify and save harmless the Company from and against any damages suffered by the Company as a result of(i)the Client's negligence,misconduct,or breach of this Contract;or(ii)changes in plans or specifications made by the Client or others; or(iii)work performed by the Client or other contractors hired by the Client. Disclosure of Information and Cooperation of the Parties. (a)The Client • represents and warrants that it will furnish the Company with all items, if any, described in this Contract in a diligent and timely manner;(b)The Client further represents and warrants that it has disclosed,and it will continue to disclose,any and all information it now has,or may have in the future,to the extent that such information is relevant to the Company in performing its duties and obligations hereunder;(c)Each party hereto agrees that it will cooperate in good faith with the other and its agents, employees, representatives, officers, contractors and subcontractors to facilitate the performance of the mutual obligations set forth in this Contract. Agreed to: (please initial) c,documents and settingsicteague''1ocal settings\tempnrary Internet fileslolk66\work authorizatian09-08 mwl data logger 1109.doc Pg.4 of 4 SALVATORI, WOOD, BUCKEL &WEIDENMILLER Attorneys At Law t)132 Strada Place,Fourth Floor,Maples F1..:3.1108-2f3H3 C.Lane Wood,Esq. Telephone: (2.19)552-1,1'00 Direct Line:239-552-4 128 Facsimile;(239)6119-1700 w@swbw-law.com Web: w\aws\tb«•-la'.w:eom October 29, 2009 VIA E-MAIL (dhcox@gtcom.net) Daniel H. Cox, Esq. Daniel H. Cox, P.A. Post Office Drawer CC Carrabelle, FL 32322 Re. c-Orctlld Cove at Eon of the Islands Utility Turnover Agreement SWBW Client Matter Number: 10500-30001 Dear Dan: I am writing to follow-up regarding our previous conversations about the proposed' agreement for the turnover of utilities at Orchid Cove. I have had some follow-up inquiry from my client, which was prompted by someone at the District and/or Severn Trent, but I have not- heard back from you in quite some time. Basically, I am writing up to follow-up to see whether your client still has interest in the utility transfer. Back when you and I first discussed the proposed turnover agreement, I solicited comments from my client. I can generally summarize them as follows: 1. Automatic Flush Valves. My client is obtaining pricing on the requested automatic flush valves, but absent prohibitive cost or a better solution, my client would be generally amenable to this proposal. 2. irrigation. My client is already irrigating a great deal of lawn and landscape areas adjacent to the District's public road right-of-way known as Union Road, but has f no interest in further improving or maintaining any public.rights-of-way at its own cost or expense, be it simply with irrigation works or otherwise. 3. Payments to POICID. Our client is not aware of any debt to the District in the Pr "o amount of$5,800 and respectfully declines this proposal. � Z 4, Indemnification. Our client would agree to hold the District harmless and indemnify the District for any loss or damage incurred by the District as a result of the failure of any facilities turned over to the District pursuant to the agreement, for a period of up to six (6) months after transfer to the District. Prolaw:257278 Daniel H. Cox, Esq. October 29, 2009 Page 2 Please do not hesitate to contact me if you should have any questions or comments. I will await word from you as to whether your client still has any interest in the project. Respectfully, SALVATORI,WOOD, BUCKEL &WEIDENMILLER C. Lane Wood CLWscs cc: William T. Higgs(via e-mail-powercorpl @yahoo.com) John J.Agnelli (via e-mail-johnA@powercorp.net) • Prolaw:257278 A. Replace old stormwater detention ponds and upgrade to serve the proposed'build-out of the CID property 1. New utility site storm water detention ponds 80,0001 2. Detention pond interconnecting piping 20,0002 3. Drainage outfall pipe and control structure (to Faka Union Canal) 80,0003 4. Contingencies 20,000 SUBTOTAL $200,000 B. Allow abandonment of wetland disposal system 1. Reclaimed Water pipeline to fill Storage Pond 40,0004 2. Construct the Reclaimed Water Storage Pond to be provided by Gun Clubs 3. Reclaimed Water pumping station (return stored water) 75,000 4. Lining of Reclaimed Water Storage Pond 65,0006 5. Contingencies 20,000 SUBTOTAL $200,000 C. Utility System Upgrades (to accommodate future service to undeveloped properties) 1. Upsize to 10" fire/irrigation main along Union Road Extension 25,000 2. 4" potable water main along Union Road Extension 25,000 3. Contingencies 10,000 SUBTOTAL $60,000 TOTAL $460,000 I Approximately one-third of this cost is associated with what can be considered upgrades to the previous system. 2 Approximately one-half of this cost is associated with what can be considered upgrades to the previous system. 3 Discharge from previous control structure was onto what is now BRH property and would not be permitted today and likely would have been required to have been rerouted at CID expense. The Henderson agreement would have taken care of this at no cost to CID. 4 It is estimated that if this was for the pond only that it would cost approximately$40,000. An additional approximately$25,000 is for upsizing the line to provide fire protection. 5 It is estimated that construction of the pond has a value of approximately$80,000. 6 FDEP minimum standards do not require pond lining,although lining the pond would reduce potential for groundwater issues and would allow for ponds to store water which is recoverable. If lined,this pond could be used to supplement stored water required for meeting peak irrigation demands. Port of the Islands Community Improvement District Financial Report October 31, 2009 Prepared by SEVERN TRENT SERVICES Port of the Islands Community Improvement District Table of Contents FINANCIAL STATEMENTS Balance Sheet-All Funds Page 1 General Fund Statement of Revenues, Expenditures and Changes in Fund Balance Page 2-3 Trend Report Page 4-5 Enterprise Fund Statement of Revenues, Expenditures and Changes in Fund Balance Page 6-7 Trend Report Page 8-9 SUPPORTING SCHEDULES Check Register Page 10-11 Special Assessments-Collection Schedule Page 12-13 CIP Status Report Page 14-15 Cash Flow Projections Page 16-17 Cash Flow Projections-5 year Page 18 Monthly Activity Report Page 19-23 Accounts Receivable Ageing Report (90+days outstanding) Page 24-26 Repair and Maintenance Detail Reports Page 27-28 Port of the Islands Community Improvement District Financial Statements (Unaudited) October 31, 2009 PORT OF THE ISLANDS CID STATEMENT OF NET ASSETS OCTOBER 31,2009 GENERAL WATER AND TOTALS SEWER ASSETS $ $ $ CURRENT ASSETS: CASH 305,290 79,461 384,751 ACCOUNTS RECEIVABLE 5,207 30,600 35,807 ASSESSMENTS RECEIVABLE, NET 9,929 25,933 35,862 DUE FROM OTHER FUNDS 35,715 - 35,715 INVESTMENTS: CERTIFICATE OF DEPOSIT- 180 DAYS 402,070 - 402,070 MONEY MARKET ACCOUNT 258,596 358,923 617,519 SBA ACCOUNT 2,669 5,574 8,243 SBA ACCOUNT(RESTRICTED) 24,579 51,267 75,846 SBA RESERVES 314 - 314 SBA RESERVES(RESTRICTED) 2,952 - 2,952 TOTAL CURRENT ASSETS 1,047,321 551,758 1,599,079 NONCURRENT ASSETS: CAPITAL ASSETS: LAND - 90,480 90,480 CONSTRUCTION IN PROGRESS - 1,676,759 1,676,759 IMPROVEMENTS, NET - 4,916,684 4,916,684 EQUIPMENT,NET - 6,696 6,696 TOTAL NONCURRENT ASSETS - 6,690,619 6,690,619 TOTAL ASSETS 1,047,321 7,242,377 8,289,698 LIABILITIES CURRENT LIABILITIES: ACCOUNTS PAYABLE 225 - 225 ACCRUED EXPENSES 10,353 28,297 38,650 CONTRACTS PAYABLE - 59,246 59,246 DUE TO OTHER FUNDS - 35,715 35,715 ACCRUED TAXES PAYABLE 205 128 333 DEPOSITS - 32,450 32,450 DEFERRED REVENUE 9,929 25,933 35,862 OTHER CURRENT LIABILITIES - 48 48 TOTAL CURRENT LIABILITIES 20,712 181,817 202,529 TOTAL LIABILITIES 20,712 181,817 202,529 NET ASSETS INVESTED IN CAPITAL ASSETS,NET OF RELATED DEBT - 6,690,619 6,690,619 UNRESTRICTED - 369,940 369,940 UNRESERVED/UNDESIGNATED 1,026,609 - 1,026,609 TOTAL NET ASSETS $ 1,026,609 $ 7,060,559 $ 8,087,168 NOTE:MINOR DIFFERENCES IN STATEMENT TOTALS REPORT DATE:11/10/2009 ARE A DIRECT RESULT OF ROUNDING TO WHOLE DOLLARS. 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IINI N uNi INi1 In INr1 N INi1 INn vNi INr1 INr1 INrI INrI INrI INn INrI INn INr1 uNi N N to a.,t 00 V N G O O = O.,- •a o 0 0 0 0 0 0 0 0 o O o 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o O O O C a w a a W W a a a a W Y a a a Y a a Y a a a a a W a a W a a a W W W a W a 0 .- 0 w Port of the Islands Community Improvement District Non Ad Valorem Special Assessments (Summary Schedule-All Funds) For the Fiscal Year Ending September 30,2010 Updated as of 10/31/09 Annual Adopted Gross Amount Difference Gross Amount Amount Budget Levied (Budget/Levied) Collected(YTD) %Collected Outstanding General Fund Tax Collector 444,592 444,597 (5) - 0.00% 444,597 Current Yr.Delinquencies - - - - 0.00% - Prior Yr.Delinquencies - - - - 0.00% 9,929 Other - - - - 0.00% - Subtotal 444,592 444,597 (5) - 0.00% 454,526 Water/Sewer Fund Tax Collector 1,161,060 1,161,059 1 - 0.00% 1,161,059 Current Yr.Delinquencies - - - - 0.00% - Prior Yr.Delinquencies - - - - 0.00% 25,933 Other - - - - 0.00% - Subtotal 1,161,060 1,161,059 1 - 0.00% 1,1B6,992 All Fund(s) Tax Collector 1,605,652 1,605,655 (3) - 0.00% 1,605,655 Current Yr.Delinquencies - - - - 0.00% - Prior Yr.Delinquencies - - - - 0.00% 35,862 Other - - - - 0.00% - Total 1,605,652 1,605,655 (3) - 0.00% 1,641,517 Notes 1.) Some parcels have been sold the county and remain uncollected(assessed in FY 2008 and FY 2009). 2.) The outstanding parcels from prior years are owed by POI Development Inc. 3.) Slight variance between amounts budgeted and amounts levied are attributed to rounding. Report Date:11/10/2009 Prepared by: Page 12 Severn Trent Management Services Port of the Islands Community Improvement District Non Ad Valorem Special Assessments (Collier County-Monthly Collection Distributions) For the Fiscal Year Ending September 30,2010 ALLOCATION Discount/ Gross Water/Sewer Date Net Amount (Penalties) Commission Amount General Fund Fund Received Received Amount Amount Received Assessments Assessments Assessments Levied $1,605,655 $ 444,597 $ 1,161,059 Allocation % 100% 28% 72% $ - $ - $ - $ - $ - $ - TOTAL $ - $ - $ - $ - $ - $ - %COLLECTED 0.00% 0.00% 0.00% TOTAL OUTSTANDING $ 1,605,655 $ 444,597 $ 1,161,059 Year Parcel ID Description Amount FY 2008 80457613060 POI Development $1,713.43 FY 2008 80457613167 POI Development 1,713.43 FY 2008 80457613523 POI Development 1,713.43 FY 2008 80457613565 POI Development 1,713.43 FY 2008 80457613581 POI Development 1,713.43 FY 2008 80457613604 POI Development 1,713.43 FY 2008 80457613620 POI Development 1,713.43 FY 2008 80457613646 POI Development 1,713.43 FY 2009 74890000301 POI Development 22,154.91 Total Delinquent Parcels $35,862.35 Report Date: 11/10/2009 Prepared by: Page 13 Severn Trent Management Services a -0 tAr o o a o a o t O1. 141>::.* Gn rya; w , N . d M o en. �,fi�r; - 0 8 2 o 27m =o Q' I a co Si _ Na 8 c~il U mImm(i v v a o o o o N n ao 0 O O T N l7 Li- I LL >- 4)M . . 4f ITI IIII II ; ; ..S oNry 49N 69 49 . .4) 4)a, so O O U N l N cC o..r N N o N ^ O N N •1f�69'•49' 1pp9 MS 49 SGp9./. 4! d) 4J 4) CA4) . o.,- 4) f9 .. 4>4)4.),4)to.Vi z 0 Si r`�.r. 0 m v W v N N N N W m .n 4) 49 w 4s (0.0,h 40 . . . 4)4) 49 .9 49 4) . 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"El 2 °' a m c u`d < - u 42 o o z d , g 33 ,•: 15 u N O 0 v W o• e H c E �' 'a, U N L. tit 0 c epl Tii G= F'- c L u � Cl* f n i 10- I-- w S L L N « n 2- C L O J C - C W O t CI W O Y n `C O O O 5 ti �I d d O 0 V1 VI 3 M ( Vl W Q Q V Q F O_ 0' O O, H J O f V H O OC ' K V G 3 VC V VG J J H V 0 «Z PORT OF THE ISLANDS COMMUNITY IMPROVEMENT DISTRICT PROJECTIONS GENERAL FUND Adopted Proposed Proposed Proposed Proposed FY 2010 FY 2011 FY 2012 FY 2013 FY 2014 Operating Revenues Assessments $426,808 $426,808 $426,808 $426,808 $426,808 Interest/Miscellaneous $12,000 $9,973 $9,352 $9,048 $8,909 Total Operating Revenues $438,808 $436,781 $436,160 $435,856 $435,717 Operating Expenditures Administrative $120,475 $124,089 $127,812 $131,646 $135,596 Maintenance $233,114 $240,107 $247,311 $254,730 $262,372 Total Operating Expenditures $353,589 $364,197 $375,123 $386,376 $397,968 Capital Expenditures CIP Projects* $100,000 $175,000 $75,000 $0 $0 Total Capital Expenditures $100,000 $175,000 $75,000 $0 Estimated Beginning Cash Balance $950,009 $1,007,239 $904,823 $890,861 $940,341 Estimated Ending Cash Balance $935,228 $904,823 $890,861 $940,341 $978,090 WATER AND SEWER ENTERPRISE FUND Adopted Proposed Proposed Proposed Proposed FY 2010 FY 2011 FY 2012 FY 2013 FY 2014 Operating Revenues Assessments $1,114,618 $1,114,618 $1,114,618 $1,114,618 $1,114,618 Water/Sewer/Irrigation Revenue $200,000 $200,000 $200,000 $200,000 $200,000 Meter Fees $0 $0 $0 $0 $1 Interest/Miscellaneous $5,000 $0 $152 $0 $0 Total Operating Revenues $1,319,618 $1,314,618 $1,314,770 $1,314,618 $1,314,619 Operating Expenditures Administrative $156,426 $161,119 $165,952 $170,931 $176,059 Maintenance $467,639 $481,668 $496,118 $511,002 $526,332 Total Operating Expenditures $624,065 $642,787 $662,071 $681,933 $702,391 Capital Expenditures CIP Projects* $931,169 $64,170 $3,262,500 $52,500 $52,500 Total Capital Expenditures $931,169 $64,170 $3,262,500 $52,500 $52,500 Estimated Beginning Cash Balance ($39,557) ($592,496) $15,165 ($2,594,636) ($2,014,451) Estimated Ending Cash Balance ($275,173) $15,165 ($2,594,636) ($2,014,451) ($1,454,723) Page 18 1 1 1 1 d1 d1 CO 00H cli Ul MlOM000HM N ISO N O1 d1 M H U) Ul H l.0 0 In H M 01 M a0 M 0 0 0 CO M N In 0 Ul l0 N alD LD • . • . . . . . . . . • 0 0 FC 0 IO 0 LC) N 01 H 0100tr)M N 0 M0 M Ol H O Ul •st1 N N H H H UI O N i?L} M In 0 Ul E. 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Cal Cal C..P.D4 HHHHHW C4 O 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 'J4 HHHHHHHHHHHHHHHHHHri HHH HriH HHHri H CD U H 04 CO 1'r-01 CO UI IONN 1sM COU W 01M M M O 0 )rl)010 N 10N O1NN H H W t 1 1 l I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 CO r11 W VI VI VIMM V'NMNMN Cr U)N N rl HMH N riH HH rlH M 11 t I I I I 1 1 1 1 1 I I 1 I I 1 1 I 1 I I I I I I I I I rlOW W010 riOMW1ON Nt17MU)N ION 010 d1�r col 61 M1A HI ',Z co CO HCO co O1 ON ri r4 r4 e)Cs Cs M V'V.)0 ri NM sr CD Mtr1M VIU)U)1O to C4 O d'O O O OO N N O OOO rI H H ri rl rl ri rl 000000000 0 0 0 O 0 O o 0 0 1.A U)11)U)UI N 41 41 0 0 0 0 ri VD CO W ID ID lO l0 10 Cs. I i t I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I 1 1 1 1 1 0 r I r I r I N N N N N N N N N N N N N N M M M M M M M M M M M M M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O O o 0 0 0 0 0 W C) 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N K4 r1.' N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N A N g In N 0 H U) W N N m M N � O O m Lsi 01 sr m °a A `� a 'H O A sN O r- In a w r co H cn O� xW A7 F H wi U � W Aa U O 4 m rn O :• w . UU PI W o 0 M M fY. w z uiw 0 CO RI 0 rn W AA A H \ U O M O• U w W C4 H• a O NAU rl W H xxx �+ R! Csi HHH i-� N a 0 2a q U 8 8 Severn Trent Environmental Services Port of the Islands Repair and Maintenace Budget Applied against budget account,copies of invoices available upon request Cap$15,000.00 third year Inv.Date Vendor Description Invoice# Invoice$ Month 09/30/08 Sanders Laboratories Inc. Analysis for permit renewal 18989 2,390.00 October Bob Dean Supply Co. Maintenance 3,923.05 October 09/30/08 Earthbalance Quarterly Monitoring 32718 1,875.00 October 10/04/08 CM Weeks Trucking Maintenance 100408 1,295.00 October 9/18/2008 Clarke Mosquito Control Maintenance 5030761 276.58 October 08/27/08 HD Supply Waterworks Ltd Maintenance 7811309 59.61 October 10/01/08 Avanti Company Inc. Maintenance 082683 198.72 October 09/15/08 Peterson&Assoc,Inc Maintenance 187451 1,576.89 October 10/03/08 Dumont Company Citric Acid 166121 112.56 October 09/12/08 Home Depot Maintenance Credit Card 131.96 October 9/16/2008 Ace Hardware Marker Paint Credit Card 9.31 October 73366 US#2-Confind entry for repairs Workorder 449.13 October 73382 Cays Drive-Second lift station: Repairs due#1 pump down. Workorder 343.75 October 12,641.56 October Total 09/18/08 Peterson&Assoc,Inc Limit Switch Ass for Valve 187464 525.54 November 10/28/2008 ABC Fire Equipment Corp Maintenance 65158 127.20 November 11/10/08 Gulf States Electric Repairs to Air Compressor 1553 270.00 November 09/23/08 Home Depot Maintenance Credit Card 11.49 November 934.23 November Total 13,575.79 Grand Total 11/13/2008 Shell Oil Maintenance Credit Card 16.50 December 11/13/08 Ace Hardware Maintenance Credit Card 191.59 December 11/13/08 Staples Maintenance Credit Card 26.49 December 234.58 December Total 13,810.37 Grand Total 12/20/2008 McCabe&Associates Thermographic Inspection 1021 800.00 January 11/25/2008 Golf Ball Etc&Signs Boil Water Signs Credit Card 254.40 January 12/4/2008 Ace Hardware Maintenance Credit Card 15.96 January 12/4/2008 Golf Ball Etc&Signs Non Potable Water Signs Credit Card 106.00 January 1 211 1/20 0 8 Es Country Store Maintenance Credit Card 65.00 January 12/18/2008 73639 Excavation and repair of 2"service line Workorder 1,396.25 January 73047 US#2: Confined Entry and Pump repairs Workorder 6,598.78 January 9,236.39 January Total 23,046.76 Grand Total 1/21/2009 Graybar Maintenance Credit Card 84.49 February 1/12/2009 Municipal Signs Street Signs Credit Card 605.15 February 1/19/2009 Ace Hardware Maintenance Credit Card 29.24 February 1/19/2009 Office Max Door Knockers Credit Card 110.23 February 11/25/08 Ferguson Maintenance 1081594 46.70 February 1/29/2009 HF Scientific Maintenance 159585 215.34 February 1/14/2009 Earthbalance Quarterly Monitoring 33082 2,100.00 February 12/04/08 USA Bluebook Maintenance 719948 308.01 February 12/16/08 USA Bluebook Maintenance 726424 253.88 February Mader Electric Maintenance 2,033.08 February 01/28/09 Parkson Corporation Maintenance AR1/1090213 1,258.38 February 11/10/08 AMJ Equipment ProMinent Fluid Controls pH Sensor D1107778 245.00 February 1/15/2009 Avanti Company Inc. Replacement Meter Head Assembly-Output Transmitter 090034 2,041.72 February 12/18/08 Ferguson Repairs for 2"service line 1083733 185.20 February 05/20/08 Grainger 2HP Centrifugal Pump and Magnetic Drive 9643872022 657.01 February 1/19/2009 FilterOne USA Cleaning of DynaSand Filter 2009001 13,261.00 February 1/16/2009 Northern Tool Air Compressor Credit Card 170.30 February 23,604.73 February Total 46,651.49 Grand Total 2/2/2009 Office Max Maintenance Credit Card 95.39 March 01/29/09 Grainger Maintenance Credit Card 335.34 March 3/6/2009 Royal Distribution,Inc. Maintenance SI-266255 182.79 March 03/05/09 Hydro Guard Maintenance 4395 156.25 March 01/30/09 HF Scientific Turbidity Calibration Kit Credit Card 215.34 March 3/4/2009 73940 Excavated and repaired 1-112"water service Workorder 497.74 March 1,482.85 March Total 48,134.34 Grand Total 02/24/09 Ace Hardware Maintenance Credit Card 210.76 April 02125109 Circle K Deisel for backhoe Credit Card 20.00 April 3/12/2009 Odyssey Manufacturing,Co. Sodium Hypochlorite Conv/Ammonium Sulfate Addition 108251-A 42,824.00 April 3/10/2009 Odyssey Manufacturing,Co. Parts for Eyewash/Safety Shower 108249 1,473.40 April 3/31/2009 Hydro Guard Controller/Direct Discharge Unit 4448 8,045.70 April 3/31/2009 AMJ Equipment Total Chlorine Sensor INV9007017 1,111.00 April • 3131/2009 Parkson Corporation Maintenance AR1/3090314 144.77 April 3/31/2009 Earthbalance Quarterly Monitoring(March 2009) 33335 1,875.00 April 03/31/09 Earthbalance Quarterly Monitoring(February 2009) 33334 1,875.00 April POI R&R 2008-2009 3520 Page 26 Severn Trent Environmental Services Port of the Islands Repair and Maintenace Budget Applied against budget account,copies of invoices available upon request Cap$15,000.00 third year Inv.Date Vendor Description Invoice# Invoice$ Month 4/21/2009 Williams Hardware Maintenance 221149 165.24 April 4/15/2009 73983 Installation of three(3)Automatic Flushing Devices. Workorder 4,345.59 April 4/15/2009 73995 Excavation and installation of valve box for APD Workorder 472.50 April 62,562,96 April Total 110,697.30 Grand Total 04329/09 Superior Power Equipment Maintenance 11373 2,235.00 May 05/06/09 Sanders Laboratory Sampling-Crypto&Giardia(permit renewal) 21654 855.00 May 04/23/09 EB Simmonds Troubleshooting start solenoid in control cabinet 17013 260.00 May 04/01/09 Tractor Supply Maintenance Credit Card 22.24 May 04/01/09 NAPA Battery for well generator Credit Card 121.36 May 04/01/09 Golf Ball Etc&Signs Emergency signs for I/s's with phone numbers Credit Card 47.70 May 04/01/09 City Gate BP Maintenance Credit Card 24.00 May 04/08/09 Tractor Supply Maintenance Credit Card 16.94 May 04/08/09 Ace Hardware Spray paint for marking valves Credit Card 16.40 May 3,598.64 May Total 114,295.94 Grand Total 4/22/2009 Northern Tool&Equipment 4 Gallon Air Compressor Credit Card 125.54 June 05/08/09 Hach Company Pocket Chlorimeter 6225523 411.95 June 05/19/09 HF Scientific Maintenance 00161214 1,608.85 June 05/11/09 Liquid Engineering Corp Professional Engineering 10088 1,525.00 June 05/29/09 EB Simmonds Removal and reinstallation of conduit and wires in recycle pur 17032 474.31 June 05/31/09 Superior Power Equipment Maintenance 11330 1,750.00 June 04/27/09 Northern Tool&Equipment Maintenance Credit Card (15.00) June 05/11/09 73999 Repairs to fire hydrants(165 Venus Cay&215 Cays Dr) Workorder 731.71 June 6,612.36 June Total 120,908.30 Grand Total 06/23/09 USA Bluebook Safety Cabinet 841569 818.97 July 06/16/09 Bob Dean Supply Maintenance 1300628 1,913.73 July 06/19109 Mader Electric Motors Repairs to ABS Pump SIN 093/13821 23645 1,458.56 July 06/05/09 Clarke Mosquito Control RPM Sensor 5034197 77.61 July 06/08/09 Clarke Mosquito Control EPD Module 5034259 335.46 July 03/06/09 Royal Distribution,Inc. Maintenance SI-266255 (182.79) July 05/30/09 Ace Hardware Maintenance Credit Card 76.83 July 06/01/09 Ace Hardware Maintenance Credit Card 29.67 July 4,528.04 July SubTotal 3/12/2009 Odyssey Manufacturing,Co. Sodium Hypochlorite Conv/Ammonium Sulfate Addition 108251-A (42,824.00) April/July (42,824.00) April/July SubTotal 82,612.34 Grand Total 06/30/09 Earth Balance Wetland Monitoring and Maintenance 33619 3,750.00 August 07/14/09 Service Experts Maintenance 0133845 104.00 August 04/30/09 EB Simmonds Troubleshot irrigation pump station generator 17025 455.00 August 04/09/09 Power Plan Maintenance 9712599 2,282.99 August 39801 Blower Motor Repairs 8/10/2009 1,620.16 August 74097 Clean up of asbestos cement piping 8/13/2009 551.82 August 8,763.97 August Total 91,376.31 Grand Total 08/04/09 KW Controls Troubleshooting at Fire Station PLC and WTP Analyzer 09-1081 894.00 September 08/04/09 KW Controls Analog Output Card Replacement for Fire Station PLC 09-1080 1,775.50 September 09/04/09 KW Controls Calibration and Corrective Svcs for In-Line Analyzer 09-1087 480.00 September 09/08/09 Avanti Company Flanged Tube Propeller Meter 092223 2,365.34 September 05/22/09 EB Simmonds Repairs to damaged conductor and circuits 09 593 1,471.70 September 06/24/09 74200 Confined Entry on backwash filters. Installation of seals on he Workorder 1,300.00 September 07/06/09 74107 Fabrication and welded cap over drain In water tank Workorder 1,400.63 September 09/01/09 39896 Realigned piping to aeration tank Workorder 250.00 September September September 9,937.17 September Total 101,313.48 Grand Total POI R&R 2008-2009 3520 Page 27 Severn Trent Environmental Services Port of the Islands Process Residue Disposal - Applied against budget account,copies of Invoices available upon request Cap$20,000.00 Inv.Date Vendor Description invoice* Invoice$ Month 11/5/2008 Synagro Southwest Dewatering-Sludge Removal 41570 6,526.00 January 1 2/1 31200 8 CM weeks Trucking Hauling 121308 925.00 January 12/31/2008 CM weeks Trucking Hauling 123108 982.58 January 1/13/2009 STES Grease and debris removal at Stella Maris LSINewport S IS 73743 225.00 January 1/13/2009 STES Sand and sludge removal from Dyna Fitters 73742 1,120.00 January 9,778.58 January Total 9,778.58 Grand Total 2/3/2009 Synagro Southwest Dewatering-Sludge Removal 42666 6,526.00 February 6,526.00 February Total 16,304.58 Grand Total 4/11/2009 CM weeks Trucking Hauling 41109 555.00 April 555.00 April Total 16,859.58 Grand Total 5/6/2009 Synagro Southwest Hauling 44105 5,000.00 May 5,000.00 May Total 21,859.58 Grand Total 1 PO1 R&R 2008-2009 3520 Sludge Page 28