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Agenda 01/13/2026 Item #16B 8 (Staff to update the Collier County Wellfield Protection Zone maps along with the accompanying sections of the Land Development Code and Growth Management Plan and bring the update back)1/13/2026 Item # 16.B.8 ID# 2025-5052 Executive Summary Recommendation to authorize County Staff to update the Collier County Wellfield Protection Zone maps along with the accompanying sections of the Land Development Code and Growth Management Plan and bring the update back to the Collier County Board of County Commissioners for consideration. OBJECTIVE: To review and update Wellfield Protection Zone Maps, associated Land Development Code (LDC) regulations and the Growth Management Plan (GMP). The public purpose is to protect public drinking water supply wellfields. CONSIDERATIONS: The Collier County LDC establishes designated Wellfield Protection Zones to ensure the preservation and safety of public drinking water supplies. Pursuant to Sections 3.06.00, 10.02.06, and 10.04.01, these provisions delineate the boundaries of the protection zones, impose restrictions on specific land uses and activities within their limits, and prescribe permitting requirements designed to prevent the contamination of groundwater resources. LDC section 3.06.05 requires that the wellfield overlay zone maps be reviewed and updated annually or when there has been a change to the permitted withdrawals or reconfiguration of identified wellfields. On April 24, 2025, the South Florida Water Management District issued a permit modification to the Collier County Public Water Supply permit (11-00249-W). This includes changes in permitted withdrawals and reconfiguration of or designation of new public water supply wellfields to accommodate population growth within the County. This item is consistent with the Collier County strategic plan objectives to protect our natural resources and develop integrated and sustainable plans to protect and manage water resources. FISCAL IMPACT: Costs associated with groundwater modeling services required to update the Wellfield Protection Zone Maps have been appropriately budgeted in the Water Pollution Control Fund (1017-178975). GROWTH MANAGEMENT IMPACT: Approval of this recommendation will ensure compliance with the Conservation and Coastal Management Element (CCME); The Future Land Use Element (FLUE); and the Natural Groundwater Aquifer Recharge (NGWAR) Sub-Element. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality and requires a majority vote for approval. -JAK RECOMMENDATION(S): Recommendation to authorize County Staff to update the Collier County Wellfield Protection Zone maps along with the accompanying sections of the Land Development Code and Growth Management Plan and bring the update back to the Collier County Board of County Commissioners for consideration. PREPARED BY: Chad Ward, P.G., Pollution Control Manager ATTACHMENTS: 1. Collier County Public Water Supply Permit 11-00249-W Page 6376 of 14062 South Florida Water Management District Water Use Individual Permit Application Number: 240711-10 Permit Number: 11-00249-W Date Issued: April 24, 2025 Expiration Date: April 27, 2055 Permittee:Collier County Board Of County Commissioners Public Utilities Department 3339 Tamiami Trail East Naples , FL 34112 Project Name: Collier County Public Water Supply Project Location: Collier County Permit Status: Modification AUTHORIZING: The use of groundwater from the Lower Tamiami aquifer,Mid-Hawthorn aquifer,and the Lower Hawthorn aquifer for public water supply for the Collier County service area serving 336,305 persons in the year 2055 with an average per capita use rate of 159 gallons per day of raw water and a maximum monthly to average monthly pumping ratio of 1.15 with an annual allocation of 22,801.55 million gallons. This is to notify you of the South Florida Water Management District's (District)agency action concerning the application.This action is taken pursuant to Chapter 373,Part II,Florida Statutes (F.S.),Rule 40E-1.603 and Chapter 40E-2,Florida Administrative Code (F.A.C.).Based on the information provided and certified to, District rules have been adhered to and a Water Use Individual Permit is in effect for this project subject to: Not receiving a filed request for an administrative hearing pursuant to Section 120.57,F.S.and Section 120.569, F.S., or a request for a judicial review pursuant to Section 120.68, F.S. 1. The attached Permit Conditions.2. The attached exhibits.3. By acceptance and utilization of the water authorized under this permit,the Permittee agrees to hold and save the District and its successors harmless from any and all damages,claims or liabilities that may arise by reason of the construction,maintenance or use of activities authorized by this permit.Should you object to the permit,please refer to the attached "Notice of Rights"that addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action.Should you wish to object to the proposed agency action or file a petition or request,please provide written objections,petitions,requests and/or waivers to:Office of the District Clerk,South Florida Water Management District,3301 Gun Club Road, West Palm Beach, FL 33406, or by email to clerk@sfwmd.gov. CERTIFICATE OF SERVICE I HEREBY CERTIFY THAT this written notice has been mailed or electronically transmitted to the Permittee (and the persons listed in the attached distribution list)on April 24,2025,in accordance with Section 120.60 (3),F.S.Notice was also electronically posted on this date through a link on the home page of the District's website (www.sfwmd.gov/RegPermitting). FINAL APPROVED BY EXECUTIVE DIRECTOR OR DESIGNEE Page 6377 of 14062 SPECIAL PERMIT CONDITIONS This permit is issued to: Collier County Board of County Commissioners Public Utilities Department 3339 Tamiami Trail East Naples, FL 34112 1. This permit shall expire on April 27, 2055.2. Use classification is: Public Water Supply 3. Source classification is: Groundwater Lower Tamiami Aquifer Mid-Hawthorn Aquifer Lower Hawthorn Aquifer 4. Allocation: Description Total Annual Allocation (MGY) Total Maximum Monthly Allocation (MGM) Average Daily Allocation (MGD) Permit 22,801.55 2,607.43 62.4700 Lower Hawthorn Aquifer 4,015.00 871.10 11.0000 Lower Tamiami Aquifer 12,946.55 1,249.93 35.4700 Mid-Hawthorn Aquifer 5,840.00 486.40 16.0000 The Permit and Lower Tamiami aquifer (LTA)allocations outlined in the table above will remain in effect until April 27,2030.Starting on April 28,2030,the annual permit allocation will be adjusted to 19,527.50 MGY,with a maximum month allocation of 2,302.23 MGM,as detailed in the table below.Additionally,effective April 28,2030,the annual and maximum month source limitations for the LTA will be reduced from 12,946.55 MGY and 1,249.93 MGM, respectively, to 9,672.5 MGY and 944.73 MGM. Bifurcated Allocation Details: Description From Date To Date Annual Allocation (MGY) Max Monthly Allocation (MGM) Average Daily Allocation (MGD) Lower Tamiami aquifer 2025-2030 4/27/2025 4/27/2030 12946.55 1249.93 35.4700 Permit 2025-2030 4/27/2025 4/27/2030 22801.55 2607.43 62.4700 Permit 2030-2060 4/28/2030 4/27/2060 19527.50 2302.23 53.5000 Lower Tamiami aquifer 2030-2055 4/28/2030 4/27/2055 9672.50 944.73 26.5000 These allocations represent the amount of water required to meet the water demands as a result of a rainfall deficit during a drought with the probability of recurring one year in ten.The Permittee shall not exceed these allocations in hydrologic conditions less than a 1-in-10 year drought event.Compliance with the annual allocation is based on the quantity withdrawn over 5. Permit No: 11-00249-W, Page 2 of 25 Page 6378 of 14062 1.2.3.4. a 12-month time period.Compliance with the maximum monthly allocation is based on the greatest quantity withdrawn in any single month.The annual allocation expressed in GPD or MGD is for informational purposes only. If the rainfall deficit is more severe than that expected to recur once every ten years,the withdrawals shall not exceed that amount necessary to continue to meet the reasonable- beneficial demands under such conditions,provided no harm to the water resources occur and: All other conditions of the permit are met; and1. The withdrawal is otherwise consistent with applicable declared Water Shortage Orders in effect pursuant to Chapter 40E-21, F.A.C. 2. 5. Withdrawal facilities: Source Status Count Lower Hawthorn Aquifer Proposed 17 Lower Hawthorn Aquifer Existing 23 Lower Tamiami Aquifer Proposed 22 Lower Tamiami Aquifer Existing 42 Mid-Hawthorn Aquifer Existing 45 6. The Permittee shall submit all data as required by the implementation schedule for each of the permit conditions to:SFWMD at www.sfwmd.gov/ePermitting,or Regulatory Support,3301 Gun Club Road, West Palm Beach, FL 33406. 7. Prior to any withdrawals at the project,the Permittee shall provide the results of the calibration testing of the identified water accounting method(s)and equip all existing and proposed withdrawal facilities with approved water use accounting method(s)pursuant to Subsection 4.1.1 of the Applicant's Handbook for Water Use Permit Applications within the South Florida Water Management District. 8. Every five years from the date of last calibration,the Permittee shall submit re-calibration data for each withdrawal facility. 9. Monthly withdrawals for each withdrawal facility shall be reported to the District quarterly.The water accounting method and means of calibration shall be stated on each report. 10. The Permittee shall secure a well construction permit prior to construction,repair,or abandonment of all wells, as described in Chapter 40E-3, F.A.C. 11. If at any time there is an indication that the well casing,valves,or controls leak or have become inoperative,repairs or replacement shall be made to restore the system to an operating condition.Failure to make such repairs shall be cause for filling and abandoning the well, in accordance with procedures outlined in Chapter 40E-3, F.A.C. 12. The Permittee shall submit to the District an updated "Summary of Groundwater (Well) Facilities"table ("Section IV -Sources of Water",Water Use Permit Application Form 1379) within 90 days of completion of the proposed wells identifying the actual total and cased depths,pump manufacturer and model numbers,pump types,intake depths and type of meters. 13. Pursuant to Section 373.236(4),F.S.,every ten years from the date of permit issuance,the Permittee shall submit a water use compliance report for review and approval by District Staff to SFWMD at www.sfwmd.gov/ePermitting,or Regulatory Support,3301 Gun Club Road, West Palm Beach, FL 33406. 14. Permit No: 11-00249-W, Page 3 of 25 Page 6379 of 14062 1.2.3.4.5.6.7.8.9.10.11.12.13.14. The Permittee shall submit to the District an updated "Summary of Groundwater (Well)or Surface Water (Pump or Culvert)Facilities"table ("Section IV -Sources of Water",Water Use Permit Application Form 1379)at least 30 days prior to a change in any facility status (e.g. installation,relocation,abandonment)to include all specifications of the well,pump or culvert (e.g.actual total and cased depths,pump manufacturer and model numbers,pump types, intake depths and type of meters,culvert type,length,cross-section,diameter,height,width, invert elevation, control device, and water use accounting method). 15. The Permittee shall notify the District within 30 days of any change in service area boundary that results in a change in demand that affects its permitted allocation.The allocation shall be modified to effectuate such change. 16. The Permittee shall implement the wellfield operating plan submitted in support of the permit application,as described in the District staff report.Details of the wellfield operating plan are shown in Exhibit 8. 17. The Permittee shall determine unaccounted-for distribution system losses (for the entire distribution system) on a monthly basis, including the way these losses are calculated. Reports shall be submitted to the District on a yearly basis and are due by April 30th of each year.If unaccounted-for distribution system losses are greater than 10 percent for any given year,the Permittee shall submit to the District for approval,a formal leak detection program that meets the requirements of Subsection 4.1.2 of the Applicant's Handbook for Water Use Permit Applications within the South Florida Water Management District,to address the reduction of such water loss. 18. The Permittee shall maintain an accurate flow meter at the intake of the water treatment plant for the purpose of measuring daily inflow of water. 19. The Standard Water Conservation Plan described in Subsection 2.3.2.F.1.a of the Applicant's Handbook for Water Use Permit Applications within the South Florida Water Management District and the Staff Report,must be implemented in accordance with the approved implementation schedule described in the following exhibit: Exhibit 8 20. The Permittee shall notify the District within 30 days of entering into an inter-local agreement, contract,or other similar instrument to deliver or receive water outside of its service area or to serve a demand not identified to determine the allocation described in this permit.A copy of such agreement shall be provided to the District.The monthly volume of water delivered and/ or received via each inter-local agreement,contract,or other similar instrument shall be submitted to the District at the same reporting frequency as the withdrawals for each withdrawal facility required in this permit. 21. Entities that control,either directly or indirectly,a wastewater treatment plant and/or reuse distribution system,and which have determined pursuant to Section 403.064,F.S.,that use of reclaimed water is feasible,must provide the District with annual updates of the following information: (A) the status of distribution system construction, including location and capacity of lines; (B) a summary of uncommitted supplies for the next year; (C)copies of any new or amended local mandatory reclaimed water reuse zone ordinances; and (D)a list of end-users who have contracted to receive reclaimed water and the agreed upon quantity of water to be delivered. 22. Permit No: 11-00249-W, Page 4 of 25 Page 6380 of 14062 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22. The Permittee shall continue to provide monthly monitoring of water levels (in feet NGVD) on a quarterly basis to the District for the following wells: LTA/WTA (Golden Gate Wellfield)monitoring wells CC1 D/S,CC2 D/S,CC3 D/S,CC4 D/S, CC7 D/S, CC10D/S, CC13 D/S, CC14 D/S, CC15 D/S, CC16 D/S Proposed LTA/WTA monitor well 17S/D NESA located northwest of the NESA wellfield. If water level data from WTA monitor well 17S NESA (listed above)indicates that the LTA withdrawals are causing a decreasing trend in water levels within the WTA,additional assurances (including a potential permit modification)will be needed from the Permittee to address potential wetland impacts from the wellfield's withdrawals. 23. The Permittee shall continue to provide monthly monitoring of chlorides (in mg/L)on a quarterly basis to the District for the following wells: 1.WTA monitor wells CC1 D/S,CC2 D/S,CC3 D/S,CC4 D/S,CC7 D/S,CC10D/S,CC13 D/S, CC14 D/S, CC15 D/S, CC16 D/S 2. LHA and MHA production wells RO-1N through RO-120N (NCRWTP Wellfield) 3. LHA and MHA production wells RO-1S through RO-45S (SCRWTP Wellfield) 4. LHA production wells LH-1 through LH-16 (NESA Wellfield) 5.LTA NESA production wells: LTA 1,LTA 5, LTA 7, LTA 13,LTA 16 and the proposed WTA monitor well 17S NESA located northwest of the NESA wellfield. 6. LTA wells 1 through 49 (Golden Gate Wellfield) 24. If a proposed well location is different from a location specified in the application,the Permittee shall submit to the District an evaluation of the impact of pumpage from the proposed well location on adjacent existing legal uses,pollution sources,environmental features,the saline water interface,and water bodies one month prior to all new well construction.The Permittee is advised the proposed well locations and resulting impacts must be in compliance with all permitting criteria and performance standards in effect at that time. 25. This permit supersedes and/or cancels the following water use permit(s): 11-00419-W 26. The Permittee shall maintain an accurate flow meter at the point of discharge from the treatment plant for the purpose of measuring the daily flow of water. 27. The Permittee must submit the appropriate application form incorporated by reference in Rule 40E-2.101,F.A.C.,to the District prior to the permit expiration date in order to continue the use of water. 28. Permit No: 11-00249-W, Page 5 of 25 Page 6381 of 14062 STANDARD PERMIT CONDITIONS All water uses authorized by this permit shall be implemented as conditioned by this permit, including any documents incorporated by reference in a permit condition.The District may revoke this permit,in whole or in part,or take enforcement action,pursuant to Section 373.136 or 373.243,F.S.,unless a permit modification has been obtained to address the noncompliance.The Permittee shall immediately notify the District in writing of any previously submitted material information that is later discovered to be inaccurate. 1. The Permittee is advised that this permit does not relieve any person from the requirement to obtain all necessary federal, state, local and special district authorizations. 2. The Permittee shall notify the District in writing within 30 days of any sale,transfer,or conveyance of ownership or any other loss of permitted legal control of the Project and/or related facilities from which the permitted consumptive use is made.Where Permittee's control of the land subject to the permit was demonstrated through a lease,the Permittee must either submit a new or modified lease showing that it continues to have legal control or documentation showing a transfer in control of the permitted system/project to the new landowner or new lessee.All transfers of ownership are subject to the requirements of Rule 40E-1.6107,F.A.C.Alternatively,the Permittee may surrender the consumptive use permit to the District, thereby relinquishing the right to conduct any activities under the permit. 3. Nothing in this permit should be construed to limit the authority of the District to declare a water shortage and issue orders pursuant to Chapter 373,F.S.In the event of a declared water shortage,the Permittee must adhere to the water shortage restrictions,as specified by the District.The Permittee is advised that during a water shortage,reports shall be submitted as required by District rule or order.The Permittee is advised that during a water shortage,pumpage,water levels,and water quality data shall be collected and submitted as required by District orders issued pursuant to Chapter 40E-21, F.A.C. 4. This permit does not convey to the Permittee any property rights or privileges other than those specified herein,nor relieve the permittee from complying with any applicable local government, state, or federal law, rule, or ordinance. 5. With advance notice to the Permittee,District staff with proper identification shall have permission to enter,inspect,observe,collect samples,and take measurements of permitted facilities to determine compliance with the permit conditions and permitted plans and specifications.The Permittee shall either accompany District staff onto the property or make provision for access onto the property. 6. A.The Permittee may seek modification of any term of an unexpired permit.The Permittee is advised that Section 373.239,F.S.,and Rule 40E-2.331,F.A.C.,are applicable to permit modifications. B.The Permittee shall notify the District in writing 30 days prior to any changes to the project that could potentially alter the reasonable demand reflected in the permitted allocation.Such changes include,but are not limited to,change in irrigated acreage,crop type,irrigation system,large users agreements,or water treatment method.Permittee will be required to apply for a modification of the permit for any changes in permitted allocation. 7. If any condition of the permit is violated,the permit shall be subject to review and modification, enforcement action, or revocation pursuant to Chapter 373, F.S. 8. The Permittee shall mitigate interference with existing legal uses that was caused in whole or in part by the Permittee's withdrawals,consistent with the approved mitigation plan.As necessary to offset the interference,mitigation will include pumpage reduction,replacement 9. Permit No: 11-00249-W, Page 6 of 25 Page 6382 of 14062 1.2.3.4.5.6.7.8. of the impacted individual's equipment,relocation of wells,change in withdrawal source,or other means. Interference to an existing legal use is defined as an impact that occurs under hydrologic conditions equal to or less severe than a 1-in-10 year drought event that results in the: A.Inability to withdraw water consistent with provisions of the permit,such as when remedial structural or operational actions not materially authorized by existing permits must be taken to address the interference; or B.Change in the quality of water pursuant to primary State Drinking Water Standards to the extent that the water can no longer be used for its authorized purpose,or such change is imminent. 9. The Permittee shall mitigate harm to the natural resources caused by the Permittee's withdrawals,as determined through reference to the conditions for permit issuance.When harm occurs,or is imminent,the District will require the Permittee to modify withdrawal rates or mitigate the harm.Harm,as determined through reference to the conditions for permit issuance includes: A.Reduction in ground or surface water levels that results in harmful lateral movement of the fresh water/salt water interface, B. Reduction in water levels that harm the hydroperiod of wetlands, C.Significant reduction in water levels or hydroperiod in a naturally occurring water body such as a lake or pond, D. Harmful movement of contaminants in violation of state water quality standards, or E. Harm to the natural system including damage to habitat for rare or endangered species. 10. The Permittee shall mitigate harm to existing off-site land uses caused by the Permittee's withdrawals,as determined through reference to the conditions for permit issuance.When harm occurs,or is imminent,the District will require the Permittee to modify withdrawal rates or mitigate the harm.Harm as determined through reference to the conditions for permit issuance, includes: A.Significant reduction in water levels on the property to the extent that the designed function of the water body and related surface water management improvements are damaged,not including aesthetic values.The designed function of a water body is identified in the original permit or other governmental authorization issued for the construction of the water body.In cases where a permit was not required,the designed function shall be determined based on the purpose for the original construction of the water body (e.g.fill for construction, mining, drainage canal, etc.) B.Damage to agriculture,including damage resulting from reduction in soil moisture resulting from consumptive use; or, C.Land collapse or subsidence caused by reduction in water levels associated with consumptive use. 11. Permit No: 11-00249-W, Page 7 of 25 Page 6383 of 14062 PERMIT INFORMATION Application Number: 240711-10 Permit Number:11-00249-W Project Name:Collier County Public Water Supply Location:Collier County Applicant’s Name and Address:Collier County Board Of County Commissioners Public Utilities Department 3339 Tamiami Trail East Naples , FL 34112 Water Use Classification:Public Water Supply Sources: Groundwater Surface Water Lower Hawthorn Aquifer Lower Tamiami Aquifer Mid-Hawthorn Aquifer Water Table Aquifer Authorized Allocations: Total Annual Allocation (MG)Total Maximum Monthly Allocation (MG) 22801.55 2607.43 Project Description: The purpose of this application is to modify and merge Water Use Permit 11-00249-W and Water Use Permit 11-00419 under Water Use Permit 11-00249-W for public water supply and landscape irrigation of 520 acres of turf using a sprinkler irrigation system.Withdrawals are from the Lower Tamiami aquifer (LTA), Mid-Hawthorn aquifer (MHA), and the Lower Hawthorn aquifer (LHA). Collier County Public Water Supply (Project)is an existing water utility that provides potable water to users located within its service area boundary,via three water treatment plants (WTP).The Project is located in the west and central portion of Collier County and the existing and future service area boundaries are depicted in Exhibit 1.The Project includes the service areas within Water Use Permit 11-00249-W and Water Use Permit 11-00419-W (which covers the County's Northeast Service Area [NESA]).The service area contains residential,golf-course,agricultural, public,and commercial land uses.The landscape irrigation of 520 acres of turf previously permitted under Water Use Permit 11-00419-W is included in this merged permit.In this permit application, the Permittee is requesting the following modifications: Merge Water Use Permit 11-00419-W (NESA) with county-wide Water Use Permit 11-00249- W. Keep Water Use Permit 11-00249-W as active and supersede Water Use Permit 11-00419- W. Exhibit 1 shows the map of service areas and potable infrastructures. 1. Increase the total maximum month allocation from 1,984.16 million gallons maximum month2. Permit No: 11-00249-W, Page 8 of 25 Page 6384 of 14062 1. (MGM) (65.26 million gallons per day [MGD])to 2,607.43 MGM (85.77 MGD)until April 27, 2030,and then reduce to 2,302.23 MGM (75.73 MGD)from April 28,2030 to April 27,2055,to account for additional raw water allocation needed for the proposed NESA WTP. 2. Retain the annual allocation of 19,527.50 million gallons annually (MGY)(53.5 MGD)and extend the water use permit expiration date to April 27,2055.Note that this water use permit includes a reduction in the per capita use rate (pcur) of approximately 12%since the last modification to Water Use Permit 11-00249-W. 3. Increase the maximum month allocation of the LTA from 805.60 MGM (26.5 MGD)to 1,249.00 MGM (35.47 MGD)until April 27,2030,and then reduce to 944.73 MGM (26.50 MGD)from April 28, 2030 to April 27, 2055. 4. Increase the maximum month allocation of the LHA from 692.16 MGM (22.8 MGD)to 871.10 MGM (28.65 MGD). 5. Remove the five-year expiration requirement (bifurcation)for the Golden Gate wellfield portion of the LTA allocation. 6. Remove the five-year expiration date for the LTA withdrawals from the Golden Gate wellfield, considering the Project has been using the LTA aquifer for several decades with no known impacts to the LTA,water table aquifer (WTA),existing legal users and/or natural systems. Moreover,historical water level data indicates that the water level in the WTA has steadily increased over time in the Golden Gate wellfield area. 7. Add eight additional proposed wells in the NESA wellfield.8. Add eight LTA wells in the NESA wellfield from Water Use Permit 11-00419-W,three of which are existing and five are proposed. 9. Operational Plan: Primary withdrawals for public water supply are from the LTA,via 42 existing wells and 22 proposed wells,the MHA via 45 existing wells,and the LHA via 23 existing wells and 17 proposed wells. This water use permit also includes a landcape irrigation component.Primary withdrawals for landscape irrigation of 520 acres of turf using a sprinkler irrigation system are from the LTA wells within the NESA service area.Withdrawals for landscape irrigation are included within the total water use permit allocation through April 27,2030,at which point irrigation quality (IQ)water will be provided by the NESA WTP.The LTA will provide approximately 48%of the maximum month allocation and the MHA and LHA will provide approximately 18.6%and 33.4%, respectively.The South Florida Water Management District (District)allows for a 20%overlap for operational flexibility but the sum of each source cannot exceed the maximum month allocation. The Permittee has provided a revised wellfield operation plan as shown in Exhibit 8. The Project's service area is comprised of the following four wellfields summarized below: Golden Gate:48 LTA wells that serve the North County Regional Water Treatment Plant (NCRWTP) and the South County Regional Water Treatment Plant (SCRWTP) 1. NCRWTP: 10 MHA wells and 17 LHA wells that serve the NCRWTP 2. SCRWTP: 35 MHA wells and 9 LHA wells that serve the SCRWTP 3. NESA: 16 LTA wells and 14 LHA wells that serve the NESA WTP4. The locations of the withdrawal facilities are shown in Exhibit 2 with facility descriptions provided in Exhibit 3. Prior to drilling the proposed wells,it will be necessary to obtain well construction permits from Collier County. Additional information on the water use and withdrawal facility details are shown below: Irrigation Details: Crop Type Crop Irrigated Acres Irrigation Method Turf 520.00 Solid Set Sprinkler Permit No: 11-00249-W, Page 9 of 25 Page 6385 of 14062 Public Water Supply Details: Service Area End of Permit Population Raw Water Per Capita Use Rate (GPD) Collier County Public Water Supply 336305 159.0 Withdrawal Facilities: Source Status Count Lower Hawthorn Aquifer Proposed 17 Lower Hawthorn Aquifer Existing 23 Lower Tamiami Aquifer Proposed 22 Lower Tamiami Aquifer Existing 42 Mid-Hawthorn Aquifer Existing 45 Interconnects and Water Treatment: The NESA WTP is proposed to have a 10 MGD finished capacity,60%of which will be treated from fresh groundwater extracted from the LTA and 40%will be treated from brackish groundwater extracted from the LHA.To meet this demand,an additional allocation of approximately 7.1 MGD of raw water from the LTA (assuming 85%treatment efficiency)and 5.3 MGD of raw water from the LHA (assuming 75% treatment efficiency) will be needed to run the plant at full capacity. The NCRWTP utilizes the nanofiltration method for fresh groundwater (LTA)treatment and low- pressure reverse osmosis for brackish groundwater treatment (LHA).The SCRWTP utilizes the lime softening method for fresh groundwater treatment and low-pressure reverse osmosis for brackish groundwater treatment (MHA).Withdrawals from the LHA are authorized to provide some overlap in allocation to allow for operational flexibility. NCRWTP and SCRWTP also receive fresh water from the Golden Gate Wellfield withdrawal,via the LTA.The locations of interconnects are provided on Exhibit 2. Assimilated Permit Histories: Water Use Permit 11-00249-W was first issued for public water supply withdrawals from the LTA in July 1983 to provide potable water to users located within its service area boundary.The water use permit has undergone several renewals and modifications to increase withdrawals from the LTA to meet the increasing demands of the expanding Collier County Service area and to add the MHA and LHA as additional sources. Water Use Permit 11-00419-W was originally issued for public water supply withdrawals from the LTA in 1987.The water use permit was modified to account for revised demand projections and renewed in August of 2013.In April 2017,the water use permit was transferred to the current Permittee (Collier County Board of County Commissioners).In March 2018,the water use permit was modified to decrease the allocation according to updated population projections.In February 2022,a renewal was issued that included a further reduction in the projected population and the addition of 520 acres of landscape irrigation within the service area.As previously mentioned,in this water use permit application,the Permittee proposes to merge permit 11-00419-W into permit 11-00249-W. Projected Water Use Demands Population projections submitted for this application were found to be consistent with Collier Permit No: 11-00249-W, Page 10 of 25 Page 6386 of 14062 County's Comprehensive Land Use Plan,as specified in Subsection 2.3.2.F.5 of the Applicant's Handbook for Water Use Permit Applications within the South Florida Water Management District (AH).The average raw water pcur of 159 gallons daily and the maximum month peaking ratio of 1.15 were calculated in accordance with Subsections 2.3.2.F.3 and 2.3.2.F.4 of the AH.By utilizing a nano-filtration system,the Permittee is expecting treatment losses will not exceed 15 percent for the LTA withdrawals and 20 percent for the MHA and LHA withdrawals.Applying the above data, the recommended raw water allocations for 336,305 people in 2055 are 2302.23 MG maximum month and 19,527.5 MG annually (Exhibit 5). However,the Permittee is requesting to retain the currently permitted annual average daily allocation of 53.5 MGD in the water use permit through April 27,2055.The maximum month allocation specified is based on the maximum raw water demand to run the WTPs at the maximum capacity.The previously permitted maximum daily allocation (derived from the maximum month allocation divided by 30.4 days) was 65.3 MGD,based on the maximum raw water needed to run the NCRWTP and SCRWTP at full capacity.The proposed NESA WTP will require a maximum daily allocation of approximately 12.4 MG of raw water to run at full capacity (7.1 MGD from the LTA and 5.3 MGD from the LHA).As previously mentioned,the Permittee is requesting to modify the maximum daily allocation to 77.7 MGD (65.3 MGD +12.4 MGD).The request for the increase in the maximum month allocation is to allow for the full use of any of the Project's WTPs.The source limitations are shown in Special Permit Condition 5.The maximum month allocation of 1,249.93 MG from the LTA will end in April 27,2030.Thereafter,the maximum month allocation from the LTA will be decreased to 944.73 MG until April 27,2055 (Special Permit Condition 5). Additionally,this water use permit includes annual and maximum month demands of 681.0 MG and 85.1 MG,respectively for irrigation of 520 acres of landscaping from the LTA wells within the NESA wellfield until April 27,2030.Withdrawals for IQ water from the NESA wellfield for 520 acres of landscape irrigation were included in the previously issued Water Use Permit/Application11-00419- W/210817-4. Therefore,the maximum month and annual allocations for the Project are 2,607.43 MG and 22,801.55 MG,respectively until April 27,2030 and 2,302.23 MG and 19,527.50 MG, respectively from April 28,2030 to April 27,2055 (Exhibit 5).The annual allocation of 19,527.50 MG is based on the average day demand of 53.5 MGD,which is the sum of the average daily demands of 26.5 MGD from the LTA,16 MGD from the MHA and 11 MGD from the LHA,which correspond with 2,302.23 MG maximum month (Table 1, Exhibit 5). Impact Evaluation Lower Tamiami Aquifer NESA Wellfield The NESA WTP will require 7.1 MGD of raw groundwater from the LTA to generate 6.0 MGD of finished water.To determine the potential impacts that may occur due to the proposed withdrawals from the NESA wellfield, the Permittee provided a two-layer finite difference MODFLOW model that simulated the WTA as Layer 1 and the LTA as Layer 2.The coefficients used in the model are based on Aquifer Performance Tests (APT)conducted onsite. The modeling data are consistent with the criteria for basic analytical impact assessments set forth in Subsection 3.2.1.A of the AH. The model simulated 90 days of pumping with no recharge to represent a 1-in-10 year drought rainfall scenario for the NESA wellfield and cumulative withdrawals of all existing legal users within 1-foot isocontour of drawdown. The model results in the form of drawdown isocontours are shown in Exhibit 6. Golden Gate Wellfield District Staff reviewed regional water level data for the WTA and LTA (Exhibit 6),collected rainfall data from the Naples rainfall station and local monitoring data from Radar-based rainfall data (NEXRAD),pursuant to Subsection 3.1.1.of the AH.District Staff has determined that historical withdrawals for the Project (LTA withdrawals from Golden Gate wellfield) have occurred during a 1- Permit No: 11-00249-W, Page 11 of 25 Page 6387 of 14062 in-10 rainfall event (Exhibit 6). Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields District Staff reviewed regional water level data for the MHA and collected rainfall data from the Naples rainfall station,pursuant to Subsection 3.1.1.of the AH.District Staff also reviewed local monitor data from Radar-based rainfall data (NEXRAD)and determined that historical withdrawals for the Project occurred during a 1-in-10 year drought rainfall event (Exhibits 6). Lower Hawthorn Aquifer NESA Wellfield The NESA WTP will require 5.33 MGD of brackish water from the LHA to feed its nano-membrane to generate 4.00 MGD of finished water.The Permittee provided a single-layered analytic groundwater flow model (AquiferWin32)in accordance with Subsection 3.1.1 of the AH.Hydraulic coefficients used in the model were obtained by the Permittee from two LHA test wells and associated monitoring wells at the NESA wellfield during two Aquifer performance Tests (APTs)in 2005.The conceptual model consists of a single-layered semiconfined aquifer with 14 wells (LH-1 through LH-14)pumping at a rate of 380,953 gallons per day (gpd)per well. No exisitng legal users of the LHA are located within the Project's cone of depression.Therefore,cumulative modeling is not warranted. The model simulated 90 days of pumping with no recharge to represent a 1-in-10 year drought scenario.The model results in the form of drawdown isocontours are shown in Exhibit 6. NCRWTP and SCRWTP Wellfields District staff reviewed regional water level data for the LHA (Exhibit 6),collected rainfall data from the Naples rainfall station and local monitoring data from Radar-based rainfall data (NEXRAD) pursuant to Subsection 3.1.1.of the AH.District staff has determined that historical withdrawals for the Project from NCRWTP and SCRWTP wellfields have occurred during a 1-in-10 rainfall event (Exhibit 6). Water Resource Impact Evaluation Water Resource Availability Lower Tamiami Aquifer Golden Gate Wellfield The average land surface elevation is approximately 15 feet National Geodetic Vertical Datum (NGVD)in the vicinity of the Golden Gate wellfield.The top of the LTA is approximately -50 feet NGVD in this area;therefore,the maximum developable limit (MDL)occurs at -30 feet NGVD (Hydrogeologic Unit Mapping Update for the Lower West Coast Water Supply Planning Area, District,February 2015).Water level data obtained from United States Geological Survey (USGS) monitor wells C-951 and C-1277,located within the Golden Gate wellfield,indicates that the water level within the LTA has remained above 3.0 feet NGVD during the last 1-in-10 drought event (Exhibit 6).Previous modeling results indicated a drawdown of approximately 7.0 feet from the Project's withdrawals.Therefore,water levels are anticipated to remain approximately 26 feet above the MDL. Moreover,this application is for the coninuation of a historical use of water from the LTA with no reported harm.Therefore,the potential for harm to occur to water resource availability of the LTA as a result of the withdrawal of the recommended allocation is considered minimal. NESA Wellfield The average land surface elevation at the NESA wellfield is approximately 17 feet NGVD.The LTA at the NESA wellfield has a top elevation of approximately -50 feet NGVD (Hydrogeologic Unit Mapping Update for the Lower West Coast Water Supply Planning Area,SFWMD,February 2015). Therefore,the potentiometric surface of the MDL in this area is approximately -30 feet NGVD. Water level data obtained from USGS monitor well C-304,located approximately 0.5 miles Permit No: 11-00249-W, Page 12 of 25 Page 6388 of 14062 southeast of the NESA wellfield,indicates that the water level within the LTA has remained at approximately 1.7 feet NGVD during a 1-in-10 drought rainfall event (Exhibit 6).Cumulative modeling predicted 6.0 feet of drawfown (Exhibit 6),resulting in approximately 25.7 feet above the MDL.Therefore,the potential for harm to occur to water resource availability of the LTA as a result of the requested allocation is considered minimal. Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields The average land surface elevation is approximately 10 feet NGVD in the vicinity of the Project's SCRWTP wellfield and approximately 15 feet NGVD in the vicinity of the Project's NCRWTP wellfield.The top of the MHA in the vicinity of the Project's MHA wells is between -300 and -350 feet NGVD; therefore, the MDL varies from -280 feet NGVD to -330 feet NGVD (Hydrogeologic Unit Mapping Update for the Lower West Coast Water Supply Planning Area,Distirct,February 2015). Water level data obtained from USGS monitor well C-974 located approximately 5.3 miles east of the Project's MHA well RO-8S indicates that the water level within the MHA has remained at approximately 30.7 feet NGVD during a 1-in-10 drought event (Exhibit 6).Therefore,the potentiometric surface has remained more than 310 feet above the MDL.This application is for the continuation of an existing,historical,permitted use of MHA water with no changes in source, demand or withdrawal operations,and no reported problems or harm involving water resource availability.Therefore,the potential for harm to occur to water resource availability of the MHA as a result of the withdrawal of the recommended allocation is considered minimal. Lower Hawthorn Aquifer NCRWTP and SCRWTP Wellfields The average land surface elevation is approximately 10 feet NGVD in the vicinity of the Project's SCRWTP wellfield and approximately 15 feet NGVD in the vicinity of the Project's NCRWTP wellfield LHA wells.The top of the LHA beneath the Project is approximately -650 feet NGVD. Information obtained from on-site LHA test wells show that the potentiometric surface,inclusive of the effects of the historical withdrawals,fluctuates between 35 feet NGVD to 40 feet NGVD and has remained approximately 685 feet above the top of the aquifer.This application is for the continuation of an existing use of LHA with no requested changes in allocation or withdrawal operations,and no problems or harm involving water resource availability are reported.Therefore, the potential for harm to occur to water resource availability of the LHA as a result of the withdrawal of the recommended allocation is considered to be minimal. NESA Wellfield The average land surface elevation at the NESA wellfield is approximately 17 feet NGVD. Lithologic data from the onsite test wells indicate that the top of the LHA occurs at approximately -723 NGVD at the LH-1 test site and approximately -583 NGVD at LH-2 test site.Site investigation reports for these test wells indicates that the LHA wells onsite are under artesian conditions and the static water level in the LHA is approximately 50 feet NGVD or approximately 33 feet above land surface. The maximum simulated drawdown of 13.8 feet (Exhibit 6) will result in a potentiometric head of approximately 19 feet above land surface (approximately 36 feet NGVD)at the Project location.Therefore,the potential for harm to occur to water resource availability of the LHA as a result of the withdrawal of the recommended allocation is considered minimal. Existing Legal Users Lower Tamiami Aquifer Golden Gate Wellfield There are several existing legal users of the LTA located in the vicinity of the Golden Gate wellfield and within the cone of depression of the Project's withdrawals.Moreover,this application is for the coninuation of a historical use of water from the LTA with no reported harm.Therefore,the potential for harmful interference to occur to existing legal users as a result of the withdrawal of the recommended allocation is considered minimal. Permit No: 11-00249-W, Page 13 of 25 Page 6389 of 14062 NESA Wellfield The nearest existing legal users of the LTA are the Permittee's (Collier County-owned)wells at Collier County Northeast Utility Buffer (Water Use Permit 11-02534-W)and Collier County Golden Gate Estates Substation (Water Use Permit 11-03791-W),located 0.5 mile north and 0.6 mile northwest of the NESA wellfield,respectively.Based on the model results,the cumulative drawdown at these existing legal users is predicted to be approximately 4.0 feet and 3.0 feet, respectively. A review of the LTA pump depths in the area near the Project reveals that it varies between 60 feet and 70 feet below land surface (bls)(-43 feet NGVD to -53 feet NGVD). Considering a lowest recorded water level of approximately 1.5 feet and a maximum cumulative drawdown of approximately 4.0 feet at the adjacent existing legal users,the expected potentiometric head above the pumps in the wells located near the NESA wellfield is approximately 40 feet.Therefore,the potential for harmful interference to occur to existing legal users as a result of the withdrawal of the recommended allocation is considered minimal. Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields The nearest existing legal user of the MHA is Veronawalk (Water Use Permit 11-02132-W),located 3,900 feet southeast of the Project's RO-37S well.This application is for the continuation of an existing,historical,permitted use of the MHA with no changes in demand or withdrawal operations, and no reported problems or harm to existing legal users of the MHA.Therefore,the potential for harm to occur to existing legal users as a result of the withdrawal of the recommended allocation is considered minimal. Lower Hawthorn Aquifer NCRWTP and SCRWTP Wellfields The nearest existing legal user of the LHA is Twin Eagles (Water Use Permit 11-01567-W),located adjacent to the north of the NCRWTP wellfield.This application is for the continuation of an existing,historical,permitted use of LHA withdrawals with no changes in demand or withdrawal operations,and no reported problems or harm to existing legal users.Therefore,the potential for harm to occur to existing legal users as a result of the withdrawal of the recommended allocation from the LHA is considered minimal. NESA Wellfield The nearest existing legal user of the LHA is the Twin Eagles Development (Water Use Permit 11-01567-W),located approximately three miles west of the NESA wellfield.Model results (Exhibit 6)indicate a drawdown of less than one-foot at this existing legal user's wells.Therefore,the potential for harm to occur to existing legal users as a result of the withdrawal of the recommended allocation is considered minimal. Existing Off Site Land Uses Lower Tamiami Aquifer Golden Gate Wellfield Land uses that are dependent upon water being on or near land surface and that existed prior to this application are protected from harm.The Project is surrounded by rural areas, several developments,and agricultural parcels. Model results for the water balance (Water Use Permit Application 190620-3,Exhibits 9G and 9H)show an increase of groundwater discharge for both Miller Canal and Faka Canal as a result of the new wellfield configuration (with the addition of 12 proposed LTA wells)as compared to the wellfield configuration in Water Use Permit Application 050829-26.Due to the addition of the 12 proposed wells in the Golden Gate wellfield with no change in allocation,modeling results show that the overall drawdown in LTA will be less than in the previous wellfield configuration. Moreover,this application is for the coninuation of a historical use of water from the LTA with no reported harm.Therefore,pursuant to Subsection 3.6.2 of the AH,the use is not expected to result in significant reduction in water levels on the property of an Permit No: 11-00249-W, Page 14 of 25 Page 6390 of 14062 existing offsite land use to the extent that:the designed function of a water body and related surface water management improvements are damaged (not including aesthetic values);or result in damage to agriculture,including damage resulting from reduction in soil moisture resulting from water use,or land collapse or subsidence caused by reduction in water levels associated with water use. NESA Wellfield Land uses that are dependent upon water being on or near land surface and that existed prior to this application are protected from harm. The surrounding land use is primarily agricultural and residential developments.The nearest land user is Palmetto Ridge High School (Water Use Permit 11-02153-W)located within and on the southeast side of the NESA wellfield.Model results predict a drawdown of approximately 1.5 feet at the WTA/onsite lakes at this existing land user.However, the WTA/onsite lakes and other surface waterbodies are separated from the LTA by approximately 25 feet of Bonita Springs marl (Hydrogeologic Unit Mapping Update for the Lower West Coast Water Supply Planning Area,District,February 2015).Additionally,the area near Palmetto Ridge High School will be monitored daily for water levels (and the results will be submitted quarterly to the District)by a dual monitor well (WTA/LTA).Therefore,pursuant to Subsection 3.6.2 of the AH, the use is not expected to result in significant reduction in water levels on the property of an existing offsite land use to the extent that:the designed function of a water body and related surface water management improvements are damaged (not including aesthetic values);or result in damage to agriculture,including damage resulting from reduction in soil moisture resulting from water use,or land collapse or subsidence caused by reduction in water levels associated with water use. Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields Land uses that are dependent upon water being on or near land surface and that existed prior to this application are protected from harm.This application is for the continuation of an existing, historical,permitted use of the MHA with no changes in demand or withdrawal operations,and no reported problems or harm to existing offsite land uses.Additionally,the MHA is a confined aquifer separated from the WTA by several confining units of low permeability interlayered with aquifers which prevents the movement of groundwater between the aquifers.Therefore,pursuant to Subsection 3.6.2 of the AH,the use is not expected to result in significant reduction in water levels on the property of an existing offsite land use to the extent that:the designed function of a water body and related surface water management improvements are damaged (not including aesthetic values);or result in damage to agriculture,including damage resulting from reduction in soil moisture resulting from water use,or land collapse or subsidence caused by reduction in water levels associated with water use. Lower Hawthorn Aquifer NCRWTP and SCRWTP Wellfields Land uses that are dependent upon water being on or near land surface and that existed prior to this application are protected from harm.The Project is surrounded by rural areas and,several developments and agricultural parcels. No problems concerning harm to existing off site land uses have been reported due to withdrawals from the LHA wells since their initial use in the 1990's.The LHA is confined and separated from the WTA by several confining units and aquifers which prevent the movement of groundwater from one aquifer to the other.Therefore,pursuant to Subsection 3.6.2 of the AH,the use is not expected to result in significant reduction in water levels on the property of an existing offsite land use to the extent that:the designed function of a water body and related surface water management improvements are damaged (not including aesthetic values);or result in damage to agriculture,including damage resulting from reduction in soil moisture resulting from water use,or land collapse or subsidence caused by reduction in water levels associated with water use. Permit No: 11-00249-W, Page 15 of 25 Page 6391 of 14062 NESA Wellfield Land uses that are dependent upon water being on or near land surface and that existed prior to this application are protected from harm. The surrounding land use is primarily agricultural and residential developments.The LHA is confined and separated from the WTA and surface waterbodies by several confining units and aquifers which prevent the movement of groundwater from one aquifer to the other.Therefore,pursuant to Subsection 3.6.2 of the AH,the use is not expected to result in significant reduction in water levels on the property of an existing offsite land use to the extent that:the designed function of a water body and related surface water management improvements are damaged (not including aesthetic values);or result in damage to agriculture,including damage resulting from reduction in soil moisture resulting from water use,or land collapse or subsidence caused by reduction in water levels associated with water use. Migration of Saline Water Lower Tamiami Aquifer Golden Gate Wellfield The nearest saline surface water source is the Gulf of Mexico,located over eight miles west of the Golden Gate wellfield and well beyond the calculated cone of depression.Chloride ion concentration data from the on-site LTA wells located within the vicinity of the central area of the Golden Gate wellfield indicate the chloride ion concentration has remained below 250 milligrams per liter (mg/L),which is considered fresh water (Water Use Permit Application 190620-3,Exhibit 10).Two western LTA wells (35 and 36),located in the vicinity of the NCRWTP have exhibited elevated chloride ion concentrations up to 2,798 mg/L;however,no increasing trend has been observed over the past five years.The Project is located approximately 1.8 miles northeast of the 250 milligrams per liter (mg/L)fresh-saline water interface in the LTA (Estimated Position of the Saltwater Interface,District,2024)(Exhibit 7).Due to the addition of the 12 proposed wells in the Golden Gate wellfield,with no change in allocation,modeling results show that the overall drawdown in the LTA will be less than in the previous wellfield configuration. Additionally,the Permittee will continue implementing the previously approved saline monitoring plan for the Project.Therefore,the potential for significant saline water intrusion or upconing to occur as a result of the withdrawal of the recommended allocation from the LTA is considered minimal. NESA Wellfield The nearest source of saline surface water is the Gulf of Mexico,located more than 14 miles west of the NESA wellfield . Additionally, the Project is located approximately 4 miles east of the 250 mg/ L fresh-saline water interface in the LTA (Estimated Position of the Saltwater Interface,District, 2024)(Exhibit 7). Therefore,lateral intrusion from the Gulf of Mexico and horizontal migration in the aquifer from other withdrawals is highly unlikely.The chloride ion concentrations in the LTA near the NESA service area vary from 30 mg/L to 60 mg/L based on water quality data collected from the existing LTA wells that were part of the former Orange Tree WTP LTA wellfield (Water Use Permit 11-00419-W).Several layers of low permeability confining units separate the LTA from deeper sources of saline groundwater (Hydrogeologic Unit Mapping Update for the Lower West Coast Water Supply Planning Area,District,February 2015). Therefore,the potential for lateral saline water intrusion or upconing to occur due to NESA wellfield requested withdrawal is considered minimal. Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields The nearest source of saline surface water is the Gulf of Mexico,located approximately seven miles west of the Project's MHA wellfields.The MHA is separated from the WTA and surface water bodies by thick confining units of low permeability interlayered with aquifers which prevent the movement of water between the aquifers.Data collected from onsite MHA monitor wells indicate that the chloride ion concentration has ranged from 600 mg/L to 7,000 mg/L,which is considered saline water.The Project is located within the 250 mg/L fresh-saline water interface in Permit No: 11-00249-W, Page 16 of 25 Page 6392 of 14062 the MHA (Exhibit 7). However,no increasing trend has been observed since the Project's withdrawals from the MHA have been occurring.Based on historical use,the Permittee has demonstrated that the water quality of the MHA is adequate for the intended use (Subsection 3.4.1 of the AH).The saline monitoring plan,which includes the monthly sampling of the MHA wells and quarterly submittal to the District of the chloride ion concentration,will continue to provide assurances that significant chloride ion concentration increases in the MHA will not occur. Additionally,this application is for the continuation of an existing,historical,permitted use of MHA withdrawals with no changes in demand or withdrawal operations.Based on the above information and the continuation of the saline water monitor program,the potential for significant saline water intrusion or upconing to occur as a result of the withdrawal of the recommended allocation from the MHA is considered minimal. Lower Hawthorn Aquifer NCRWTP and SCRWTP Wellfields The nearest source of saline surface water is the Gulf of Mexico,located approximately seven miles west of the LHA wellfields.The LHA is a confined aquifer and separated from the WTA and surface water bodies by several confining units of low permeability interlayered with aquifers and therefore the LHA withdrawals will not cause the lateral migration of surface saline water. Chloride ion concentration data from onsite LHA monitor wells indicate the LHA contains saline groundwater ranging from 512 mg/L to 27,884 mg/L.No increasing trend in chloride ion concentration has been observed since the Project's withdrawals from the LHA have been occurring.Based on historical use,the Permittee has demonstrated that the water quality of LHA is adequate for the intended use (Subsection 3.4.1 of the AH).This application is for the continuation of an existing,historical,permitted use of LHA withdrawals with no changes in demand or withdrawal operations. The saline monitoring plan requires that monthly chloride concentration from the LHA wells be submitted quarterly to the District. This plan will continue for the duration of permit to provide reasonable assurances that a significant chloride concentration increase will not occur. Based on this information and the on-going saline water monitoring program,the potential for significant saline water intrusion or upconing to occur as a result of the withdrawal of the recommended allocation from the LHA is considered minimal. NESA Wellfield The nearest source of saline surface water is the Gulf of Mexico,located more than 14 miles west of the NESA wellfield. The LHA is a confined aquifer and separated from the WTA and surface water bodies by several confining units of low permeability interlayered with aquifers and therefore the LHA withdrawals will not cause the lateral migration of surface saline water. Based on water quality analysis conducted in the onsite test wells,the dissolved chloride ion concentration of groundwater within the LHA ranges from approximately 1,240 mg/L in the eastern portion of the NESA wellfield (test well LH-2)to approximately 1,780 mg/L toward central region of the NESA wellfield (test well LH-1).Thus,the groundwater quality of LHA is adequate for the intended use (Subsection 3.4.1 of the AH). The LHA is separated from aquifers above and below by thick sequences of low permeability strata.Therefore,the potential for significant saline water intrusion or upconing to occur as a result of the withdrawal of the recommended allocation from the LHA is considered minimal. Sources of Pollution Lower Tamiami Aquifer Golden Gate Wellfield The nearest potential pollution source to the Golden Gate wellfield is Circle K #2723860 (Florida Department of Environmental Protection [FDEP]ID #9803424),located approximately 0.3 miles west of the proposed Well 49,and within the calculated cone of depression.However,this pollution source is located on the west side of the CR951 Canal which will truncate the lateral drawdown from the proposed Well 49.Moreover,this application is for the coninuation of a historical use of water from the LTA with no reported harm.Therefore,the potential for movement of contaminants, Permit No: 11-00249-W, Page 17 of 25 Page 6393 of 14062 if present,from known pollution sources as a result of the withdrawal of the recommended allocation is considered minimal. NESA Wellfield The nearest potential pollution source to the NESA wellfield is 7-Eleven Store #34888 (FDEP ID # 63149)located approximately 7.5 miles southwest of the central portion of the wellfield.Based on the model results,this source of pollution is located beyond the Project's cone of depression in the WTA in the NESA wellfield. In addition,the WTA is separated from the LTA by approximately 25 feet of confining material with lower permeability.Therefore,the potential for movement of contaminants,if present,from known pollution sources as a result of the withdrawal of the recommended allocation is considered minimal. Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields Several potential pollution sources located in the WTA exist in the vicinity of the Project's MHA wells.However,the MHA is a confined aquifer that is hydraulically separated from the WTA,where sources of pollution tend to occur by confining units of low permeability interlayered with aquifers. Moreover,this application is for the coninuation of a historical use of water from the LTA with no reported harm.Therefore,the potential for movement of contaminants,if present,from known pollution sources as a result of the withdrawal of the recommended allocation from the MHA is considered minimal. Lower Hawthorn Aquifer NCRWTP and SCRWTP Wellfields Several potential pollution sources located in the WTA exist in the vicinity of the LHA wellfields. The LHA is separated from the WTA,where sources of pollution tend to occur,by several confining units of low permeability interlayered with several aquifers.Moreover,this application is for the coninuation of a historical use of water from the LTA with no reported harm.Therefore,the potential for movement of contaminants,if present,from known pollution sources as a result of the withdrawal of the recommended allocation from the LHA is considered minimal. NESA Wellfield The nearest potential pollution source to the NESA wellfield is 7-Eleven Store #34888 (FDEP ID # 63149),located approximately 7.5 miles southwest of the central portion of the wellfield. Based on the model results,this source of pollution is located beyond the Project's calculated cone of depression of WTA in NESA wellfield.Additionally,the LHA is separated from the WTA,where sources of pollution tend to occur,by several confining units of low permeability interlayered with several aquifers.Therefore,withdrawals from the LHA will not cause drawdown that could induce the movement of contamination towards the Project. The potential for movement of contaminants, if present,from known pollution sources as a result of the withdrawal of the recommended allocation from the LHA is considered minimal. Wetland Environments Lower Tamiami Aquifer Golden Gate Wellfield There are wetlands within the vicinity of the LTA wells,which are located within the Golden Gate wellfield.The wetlands can generally be described as cypress,pine-cypress and shrub with varying degrees of exotic vegetation.The wetlands exhibit seasonally saturated to unsaturated conditions and are therefore evaluated as Category 2 wetlands.Hydrology of the wetlands surrounding the Project has been degraded due to the construction of various roads and canals,including the Curry Canal,Cypress Canal,and Golden Gate Main Canal.Wetland monitoring was ongoing within four wetland monitoring sites.The monitoring requirement was removed on July 27,2020,due to no historical impact to the wetlands.Therefore,based upon application of the confinement and the Permit No: 11-00249-W, Page 18 of 25 Page 6394 of 14062 narrative standard that the hydrologic alteration of the water use shall not adversely impact the values of wetland functions so as to cause harm to the abundance,diversity and habitat of fish, wildlife and listed species,the potential for harm to occur to wetlands as a result of the withdrawal of the recommended allocation is considered minimal. NESA Wellfield Pursuant to Environmental Resource Permit (ERP)11-00418-S-11,there are wetlands within the Valencia at Orange Tree (Valencia)community in the vicinity of the NESA wellfield.The wetlands consist of freshwater forested mixed wetland and are encumbered by a conservation easement. The wetlands exhibit seasonally saturated to unsaturated conditions and are therefore evaluated as Category 1 wetlands.On October 30,2024,District Staff inspected the wetlands within Valencia.No discernible harm to the wetlands as a result of the existing water use was observed, although hydrologic conditions were not consistent with expected hydrological conditions given the above average precipitation experienced during 2024.There are off-site wetlands surrounding Valencia;however,the wetlands are not contiguous to the on-site wetlands and are separated by various manmade ditches and roads.The WTA is hydraulically connected to the on-site wetlands but is separated from the LTA by approximately 25 feet of confining material with lower permeability (District Technical Publication WS-35).Modeling results indicate a maximum drawdown of 1.5 feet at the WTA/on-site lakes. Most of the wetland areas within the one-foot drawdown isocontour are located in the west and in the south of the proposed NESA wellfield (Exhibit 5,page 7 of 14).The wellfield is surrounded in the north,east,and in the west by canals and large waterbodies (on-site lakes)which are identified near these wetlands.These surface water features will provide a hydraulic buffer and separation from the NESA wellfield to these wetlands, precluding any harm due to Project withdrawals. Despite the WTA/on-site lakes and other surface water bodies being separated from the LTA by approximately 25 feet of confining sediments of the Bonita Springs Marl (Hydrogeologic Unit Mapping Update for the Lower West Coast Water Supply Planning Area,District,February 2015), the hydrologic model results show a drawdown in the WTA that may impact the wetlands.This indicates that the Bonita Springs Marl may have enough leakance to induce drawdown in the WTA. Therefore,the Permittee shall install monitor well 17S/D NESA,located northwest of the NESA wellfield,for monthly water level monitoring of the WTA.In accordance with Special Permit Condition 23,if water level data from the NESA wellfield indicates that the LTA withdrawals are causing a decreasing trend in water levels within the WTA,additional assurances (including a potential permit modification)shall be submitted by the Permittee to address potential wetland impacts from the NESA wellfield's withdrawals. Based on the thickness of confinement between the WTA and the LTA,results of the modeling, water level monitoring and the narrative standard that the hydrologic alteration of the water use shall not adversely impact the values of wetland functions so as to cause harm to the abundance, diversity and habitat of fish,wildlife and listed species,the potential for harm to occur to wetlands as a result of the withdrawal of the recommended allocation is considered minimal. Mid-Hawthorn Aquifer NCRWTP and SCRWTP Wellfields As mentionedabove,there are wetlands within the vicinity of the Project.The MHA is a confined aquifer separated from the WTA by confining units of low permeability interlayered with aquifers. Therefore,based upon application of the confinement and the narrative standard that the hydrologic alteration of the water use shall not adversely impact the values of wetland functions so as to cause harm to the abundance,diversity and habitat of fish,wildlife and listed species,the potential for harm to occur to wetlands as a result of the dewatering activities is considered minimal. Permit No: 11-00249-W, Page 19 of 25 Page 6395 of 14062 Lower Hawthorn Aquifer NESA, NCRWTP and SCRWTP Wellfields As mentioned above,there are wetlands within the vicinity of the Project.The LHA is a confined aquifer separated from the WTA by several confining units interlayered with aquifers.Therefore, based upon application of the confinement and the narrative standard that the hydrologic alteration of the water use shall not adversely impact the values of wetland functions so as to cause harm to the abundance,diversity and habitat of fish,wildlife and listed species,the potential for harm to occur to wetlands as a result of the dewatering activities is considered minimal. Additional Information: Regional Issues Maximum Developable Limits The LTA and MHA have a MDL 20 feet above the uppermost strata of the aquifer.Subsection 3.9.3 of the AH states that the water level in the aquifer shall not drop below the MDL during a 1-in-10 drought condition.As stated in the Water Resource Availability section of this Staff Report, withdrawal of the recommended allocation for this Water Use Permit does not impact the MDL for the LTA and MHA in the vicinity of the Project. Water Reservation The SCRWTP wellfield area that consists of 9 LHA and 36 MHA wells includes the western portion of South Belle Meade State Conservation and Recreation Lands.However,the LHA and MHA are confined aquifers,which are separated from surface water bodies in the conservation area by materials with low hydraulic permeability.The Golden Gate wellfield is located approximately 3.5 miles from both South Belle Meade State Conservation and Recreation Lands and Picayune Strand and approximately 6 miles south from the NESA LTA wellfield.Additionally,historical withdrawals from the Project's Golden Gate LTA wellfield (the nearest with these Water Reservation areas) show no harm to Water Reservations. Project Site Issues Legal Control and Land Use Records from Collier County Property Appraiser demonstrate that the Permittee maintains legal control of the Project site.The Project and the requested demand for public water supply is compatible with the land use at the Project (Subsections 2.1.1, 2.1.2 and 2.1.3 of the AH). Water Conservation Plan As part of this application,the Permittee provided a detailed an updated Standard Water Conservation Plan (Exhibit 8). Potential Use of Reclaimed Water The Project currently generates approximately 0.66 MGD of reclaimed water, which is contracted to provide irrigation for golf courses,residential communities,county parks,mitigation areas,and roadway medians. The Permittee operates two regional reclamation facilities with a total capacity of 40 MGD. The Project will generate more reclaimed water over time due to population increase. Permit Duration The Permittee is requesting an increase in allocation from the MHA and from the LTA,which are sources of limited availability in the Lower West Coast Water Supply Planning Area.Based on Subsection 1.5.2.B of the AH,the permit duration for the increased allocation from the LTA shall be until April 27,2030.The LTA is not an alternative water supply source,per 373.019(1),Florida Statutes and thus,it can only have a maximum duration of 20 years.However,due to good stewardship of the resource through water conservation,the Permittee qualifies for a 10 year extension,pursuant to Subsection 2.3.2.F.1.c of the AH. Therefore,based on based on Permit No: 11-00249-W, Page 20 of 25 Page 6396 of 14062 Subsections 1.5.2.C and Subsection 2.3.2.F.1.c of the AH, the water use permit duration for the remaining allocations shall be until April 27, 2055. Associated Permits: Permit Type Application/Permit Number Association Type Environmental Resource Permit 11-00418-S-11 Related Permit No: 11-00249-W, Page 21 of 25 Page 6397 of 14062 Distribution List Jennifer Rainey , Collier County Public Utilities Rahul John Marco Island Marco Island City of Naples Ciity of Naples Permit No: 11-00249-W, Page 22 of 25 Page 6398 of 14062 Exhibits The following exhibits to this permit are incorporated by reference.The exhibits can be viewed by clicking on the links below or by visiting the District's RegPermitting website at www.sfwmd.gov/ regpermitting and searching under this application number 240711-10 . Exhibit 1 Service Area Map Exhibit 2 Project Site Map/Wellfield and Facility Locations Exhibit 3 Description of Wells Exhibit 4 Calculations of Irrigation Requirements Exhibit 5 Demand Summary Exhibit 6 Water Levels and Rainfall Analysis Data Exhibit 7 Saltwater Interface and Hydro-stratigraphy Exhibit 8 Wellfield Operation and Conservation Plans Exhibit 9 Compliance Reporting Requirements Permit No: 11-00249-W, Page 23 of 25 Page 6399 of 14062 NOTICE OF RIGHTS As required by Chapter 120,Florida Statutes,the following provides notice of the opportunities which may be available for administrative hearing pursuant to Sections 120.569 and 120.57, Florida Statutes,or judicial review pursuant to Section 120.68,Florida Statutes,when the substantial interests of a party are determined by an agency.Please note that this Notice of Rights is not intended to provide legal advice.Some of the legal proceedings detailed below may not be applicable or appropriate for your situation.You may wish to consult an attorney regarding your legal rights. RIGHT TO REQUEST ADMINISTRATIVE HEARING A person whose substantial interests are or may be affected by the South Florida Water Management District’s (District)action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57,Florida Statutes.Persons seeking a hearing on a District decision which affects or may affect their substantial interests shall file a petition for hearing in accordance with the filing instructions set forth herein within 21 days of receipt of written notice of the decision unless one of the following shorter time periods apply:(1)within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427,Florida Statutes;or (2)within 14 days of service of an Administrative Order pursuant to Section 373.119 (1),Florida Statutes."Receipt of written notice of agency decision"means receipt of written notice through mail,electronic mail,posting,or publication that the District has taken or intends to take final agency action.Any person who receives written notice of a District decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision. If the District takes final agency action that materially differs from the noticed intended agency decision,persons who may be substantially affected shall,unless otherwise provided by law,have an additional point of entry pursuant to Rule 28-106.111, Florida Administrative Code. Any person to whom an emergency order is directed pursuant to Section 373.119(2),Florida Statutes,shall comply therewith immediately,but on petition to the board shall be afforded a hearing as soon as possible. A person may file a request for an extension of time for filing a petition.The District may grant the request for good cause.Requests for extension of time must be filed with the District prior to the deadline for filing a petition for hearing.Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and whether the District and any other parties agree to or oppose the extension.A timely request for an extension of time shall toll the running of the time period for filing a petition until the request is acted upon. FILING INSTRUCTIONS A petition for administrative hearing must be filed with the Office of the District Clerk.Filings with the Office of the District Clerk may be made by mail,hand-delivery,or e-mail.Filings by facsimile will not be accepted.A petition for administrative hearing or other document is deemed filed upon receipt during normal business hours by the Office of the District Clerk at the District’s headquarters in West Palm Beach,Florida.The District’s normal business hours are 8:00 a.m.– 5:00 p.m.,excluding weekends and District holidays.Any document received by the Office of the District Clerk after 5:00 p.m.shall be deemed filed as of 8:00 a.m.on the next regular business day. Additional filing instructions are as follows: Filings by mail must be addressed to the Office of the District Clerk,3301 Gun Club Road, West Palm Beach, Florida 33406. Rev. 1/16/20 1 Permit No: 11-00249-W, Page 24 of 25 Page 6400 of 14062 Filings by hand-delivery must be delivered to the Office of the District Clerk.Delivery of a petition to the District's security desk does not constitute filing.It will be necessary to request that the District's security officer contact the Office of the District Clerk.An employee of the District's Clerk's office will receive and process the petition. Filings by e-mail must be transmitted to the Office of the District Clerk at clerk@sfwmd.gov. The filing date for a document transmitted by electronic mail shall be the date the Office of the District Clerk receives the complete document. INITIATION OF AN ADMINISTRATIVE HEARING Pursuant to Sections 120.54(5)(b)4.and 120.569(2)(c),Florida Statutes,and Rules 28-106.201 and 28-106.301,Florida Administrative Code,initiation of an administrative hearing shall be made by written petition to the District in legible form and on 8 1/2 by 11 inch white paper.All petitions shall contain: Identification of the action being contested,including the permit number,application number, District file number or any other District identification number, if known. 1. The name,address,any email address,any facsimile number,and telephone number of the petitioner, petitioner’s attorney or qualified representative, if any. 2. An explanation of how the petitioner’s substantial interests will be affected by the agency determination. 3. A statement of when and how the petitioner received notice of the District’s decision.4. A statement of all disputed issues of material fact.If there are none,the petition must so indicate. 5. A concise statement of the ultimate facts alleged,including the specific facts the petitioner contends warrant reversal or modification of the District’s proposed action. 6. A statement of the specific rules or statutes the petitioner contends require reversal or modification of the District’s proposed action. 7. If disputed issues of material fact exist,the statement must also include an explanation of how the alleged facts relate to the specific rules or statutes. 8. A statement of the relief sought by the petitioner,stating precisely the action the petitioner wishes the District to take with respect to the District’s proposed action. 9. MEDIATION The procedures for pursuing mediation are set forth in Section 120.573,Florida Statutes,and Rules 28-106.111 and 28-106.401–.405,Florida Administrative Code.The District is not proposing mediation for this agency action under Section 120.573, Florida Statutes, at this time. RIGHT TO SEEK JUDICIAL REVIEW Pursuant to Section 120.68,Florida Statutes,and in accordance with Florida Rule of Appellate Procedure 9.110,a party who is adversely affected by final District action may seek judicial review of the District's final decision by filing a notice of appeal with the Office of the District Clerk in accordance with the filing instructions set forth herein within 30 days of rendition of the order to be reviewed,and by filing a copy of the notice with the appropriate district court of appeals via the Florida Courts E-Filing Portal. Rev. 1/16/20 2 Permit No: 11-00249-W, Page 25 of 25 Page 6401 of 14062 240711-10 ¯ T 46 T 47 T 48 T 49 T 50 T 51 T 52 T 53 R 25 R 26 R 27 R 28 R 29 R 30 R 31 R 32 R 33 R 34 COLLIER COUNTY, FLORIDA Map Date: 2024-09-10Application No: 190620-3 Permit No: 11-00249-W Sec 3, 4, 9, 10, 15, 16 / Twp 49 / Rge 27 Project Name: COLLIER COUNTY PUBLIC WATER SUPPLY 0 105 Miles Other Sec / Twp Application No: 240711-10 Appl. # 240711-10 Page 1 of 3 Exhibit 1Page 6402 of 14062 Waterr;IJ Science Associates -/1.n Apex Company - PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 CCWSD Jurisdictional Boundary Excluded from CCWSD per Special Act City,of Naples Water·Ser:vice Area Marco Island Water Service Area Ave Maria Water Service Area lmmokalee Water Service Area CCWSD Water Service Area CCWSD NESA Water Service Area COA30437 0 2 4 APPROXIMATE SCALE IN MILES JUNE 2024 FIGURE 1. MAP SHOWING CCWSD'S AND NEARBY POTABLE WATER SERVICE AREAS. Appl. # 240711-10 Page 2 of 3 Exhibit 1Page 6403 of 14062 WaterrJJ Science Associates -/\n J\pex Company - PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 FIGURE 2. MAP SHOWING CCWSD'S POTABLE SERVICE AREAS. CCWSD Jurisdictional Boundary CCWSD Water Service Area COA30437 0 2 4 APPR@MATE SCALE 1:"MILES JUNE 2024 Appl. # 240711-10 Page 3 of 3 Exhibit 1Page 6404 of 14062 I - 7 5 S R - 2 9 U S - 4 1 I M M O K A L E E R D O I L W E L L R D TA M I A M I T R L E C R - 8 5 8C R - 9 2C O L L I E R B LV D D A V I S B L V D9 T H S T NTA M I A M I T R L N P I N E R I D G E R D E V E R G L A D E S B LV D N G O L D E N G A T E B L V D W R A D I O R D1 0 5 I - 7 5 C O L L I E R B LV D SFWMD GeoSpatial Services ¯ 0 105 Miles COLLIER COUNTY, FLORIDA Application No: 180309-16 Permit No: 11-00249-W Multiple Sections, Townships and Ranges as shown on Exhibit 1 Project Name: COLLIER COUNTY PUBLIC WATER SUPPLY Legend Application 240711-10 Appl. # 240711-10 Page 1 of 8 Exhibit 2Page 6405 of 14062 UT UT UT UT 3Q 3Q 3Q CRAYTON ROADGREEN RD GULFSHORE BOULEVARDSR-45/US-4SR 93 / I-75 I -75/SR 93 GI S ROUTELELY RESORT BLVD.LOGAN BLVDWILSON BLVD.TERRY ST. E & W RANDALL BLVD. RATTLESNAKE HAMMO CKGOODLETTE/FRANK RDOAKS BLVDBONITA BEACH RD GOLDEN GATE PARKWAYPINE RIDGE ROAD CR-858/OIL WELL RD. VANDERBILT BEACH RD CR 865 GOLDEN GATE BLVD CR-92/SAN M A R C O DRSR-84/DAVIS BLVD.EVERGLADES BLVDI-75 U.S.41CR-887CR-887B A R FIEL D D RIV EGOODLETTE-FRANE RD.CR. 31/AIRPORT ROADAIRPORT/PINE RIDGE RCR-901/VANDERBILT RDLIVINGSTON ROADSR-951FERN/THOM/RADIO/ISLE CR 846 CR 846LeeCounty ISLE OFCAPRI BOOSTER STATION VANDERBILT IN-LINE EMERGENCY BOOSTER BOOSTERSTATION CARICA BOOSTER STATION MANATEE BOOSTER STATION NCRWTP OTWTP Source: Collier County, FDOT, BLM, and ESRIUser: jhelkowskiDate: August 2013County: Collier Exhibit µ Potable Water System Service Area Legend 3Q Water Treatment Plant (WTP) UT Potable Water Storage Facilities/Booster Stations Golden Gate Tamiami Wellfiled North Hawthorn Wellfield South Hawthorn Wellfield CCWSD Boundary CCWSD Potable Water Service area OTUC Service Area PLSS Section 0 15,000 30,0007,500 Feet 1 inch = 17,500 feet Collier County Public Utilities Master Plan 2-1 SCRWTP Appl. # 240711-10 Page 2 of 8 Exhibit 2Page 6406 of 14062 *Note: GGWTP and the NESA WTP are decommissioned. Water® Science Associates - /\n /\pex Company- PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 FIGURE 3. MAP SHOWING CCWSD'S POTABLE WATER INFRASTRUCTURE. NCRWTP Hawthorn Wellfield Golden Gate Tamiami Wellfield SCRWTP Hawthorn Wellfield NESA Wellfield Fresh Water Well 6, Brackish Water Well C] CCWSD Portable Water Service Area E Water Treatment Plant (WTP) Potable Water Storage Facilities/ Booster Stations COA30437 JUNE 2024 Appl. # 240711-10 Page 3 of 8 Exhibit 2Page 6407 of 14062 Legend --Project Boundary £::,. -Proposed Lower Hawthorn Site 0 -Proposed Lower Tamiami Aquifer Site Water{j) Science Associates -An Apex Comp<iny - PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 FIGURE 4. MAP SHOWING NESA WELL LOCATIONS COA30437 JUNE 2024 N 0 900 1800 APffiOXIMA TE SCALE IN F ET Appl. # 240711-10 Page 4 of 8 Exhibit 2 17S/D NESA Page 6408 of 14062 Appl. # 240711-10 Page 5 of 8 Exhibit 2Appl. # 240711-10 Appl. # 240711-10 Page 6409 of 14062 !( !( !( !(!(!(!( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!(!(!( !( !(!(!( !( !( !( !( !( Golden Gate Wellfield 8 6 42 9 7 531 38 37 31 29 26 24 22 17 19 16 14 12 10 36 35 34 2725 23 21 2018 15 13 11 33 32 30 28 49 48 47 46 454443 42 41 40 39 00.51 Miles Figure 2 Locations of Existing and Proposed Reliability Lower Tamiami Aquifer Production Wells in the Collier County Golden Gate WellfieldJ:\6295-Collier County\231517\GIS\MXD anandams 01/25/19Legend !(Collier County (proposed under Appl. 190620-3) Lower Tamiami Aquifer Reliability Wells !( Collier County Existing Lower Tamiami Aquifer Production Wells / Appl. # 240711-10 Page 6 of 8 Exhibit 2Page 6410 of 14062 Appl. # 240711-10Page 7 of 8Exhibit 2Page 6411 of 14062 Appl. # 240711-10 Page 8 of 8 Exhibit 2Page 6412 of 14062 Description of Wells Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 45421 1 Golden Gate Wellfield Existing 16.00 96.00 65.00 Pumped Submersible 65.00 700 452955 / 684311 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45422 2 Golden Gate Wellfield Existing 16.00 100.00 65.00 Pumped Submersible 65.00 700 454255 / 684261 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45423 3 Golden Gate Wellfield Existing 16.00 100.00 70.00 Pumped Submersible 65.00 700 455555 / 684562 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45424 4 Golden Gate Wellfield Existing 16.00 102.00 71.00 Pumped Submersible 65.00 700 457156 / 684261 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45425 5 Golden Gate Wellfield Existing 16.00 108.00 65.00 Pumped Submersible 65.00 700 458355 / 684162 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45426 6 Golden Gate Wellfield Existing 12.00 101.00 78.00 Pumped Submersible 55.00 700 457085 / 685212 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45427 7 Golden Gate Wellfield Existing 12.00 106.00 78.00 Pumped Submersible 60.00 700 457085 / 686211 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45429 9 Golden Gate Wellfield Existing 12.00 114.00 78.00 Pumped Submersible 70.00 700 457085 / 688162 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45430 10 Golden Gate Wellfield Existing 12.00 112.00 78.00 Pumped Submersible 68.00 700 457085 / 689152 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45431 11 Golden Gate Wellfield Existing 12.00 137.00 90.00 Pumped Submersible 65.00 700 457085 / 690612 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45432 12 Golden Gate Wellfield Existing 12.00 133.00 90.00 Pumped Submersible 70.00 700 457085 / 691602 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45433 13 Golden Gate Wellfield Existing 12.00 130.00 84.00 Pumped Submersible 60.00 700 457085 / 692592 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45434 14 Golden Gate Wellfield Existing 12.00 131.00 85.00 Pumped Submersible 70.00 700 457085 / 693582 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer Application # 240711-10 Exhibit 3 Page 1 of 11 Page 6413 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 45435 15 Golden Gate Wellfield Existing 12.00 130.00 84.00 Pumped Submersible 60.00 700 457085 / 694572 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45436 16 Golden Gate Wellfield Existing 12.00 150.00 92.00 Pumped Submersible 65.00 700 457085 / 695561 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45440 17 Golden Gate Wellfield Existing 12.00 125.00 78.00 Pumped Submersible 72.00 1000 459859 / 684149 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45437 18 Golden Gate Wellfield Existing 12.00 126.00 80.00 Pumped Submersible 55.00 1000 461188 / 684149 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45438 19 Golden Gate Wellfield Existing 12.00 128.00 83.00 Pumped Submersible 76.00 1000 462576 / 684149 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45439 20 Golden Gate Wellfield Existing 12.00 131.00 83.00 Pumped Submersible 65.00 1000 462891 / 684613 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45441 21 Golden Gate Wellfield Existing 12.00 110.00 68.00 Pumped Submersible 68.00 1000 457845 / 681946 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45442 22 Golden Gate Wellfield Existing 12.00 101.00 70.00 Pumped Submersible 70.00 1000 457863 / 681405 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45443 23 Golden Gate Wellfield Existing 12.00 111.00 65.00 Pumped Submersible 65.00 1000 457863 / 680681 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45444 24 Golden Gate Wellfield Existing 12.00 109.00 65.00 Pumped Submersible 65.00 1000 457863 / 679583 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45445 25 Golden Gate Wellfield Existing 12.00 110.00 70.00 Pumped Submersible 70.00 1000 457863 / 678484 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 45446 26 Golden Gate Wellfield Existing 12.00 106.00 70.00 Pumped Submersible 70.00 1000 458962 / 678079 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 45447 27 Golden Gate Wellfield Existing 12.00 105.00 58.00 Pumped Submersible 58.00 1000 460320 / 678079 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 110531 28 Golden Gate Wellfield Existing 12.00 120.00 72.00 Pumped Submersible 70.00 1000 452903 / 685552 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 110532 29 Golden Gate Wellfield Existing 12.00 125.00 65.00 Pumped Submersible 65.00 1000 454201 / 685512 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer Application # 240711-10 Exhibit 3 Page 2 of 11 Page 6414 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 110533 30 Golden Gate Wellfield Existing 12.00 120.00 84.00 Pumped Submersible 75.00 1000 462891 / 686446 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 110534 31 Golden Gate Wellfield Existing 12.00 120.00 86.00 Pumped Submersible 75.00 1000 457084 / 696592 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 110535 32 Golden Gate Wellfield Existing 12.00 120.00 86.00 Pumped Submersible 80.00 1000 457084 / 697624 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 148411 33 Golden Gate Wellfield Existing 12.00 120.00 80.00 Pumped Submersible 70.00 1000 451477 / 684298 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 159918 34 Golden Gate Wellfield Existing 12.00 120.00 85.00 Pumped Submersible 85.00 1000 457092 / 699142 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 159919 35 Golden Gate Wellfield Existing 12.00 145.00 90.00 Pumped Submersible 90.00 1000 434500 / 695150 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 159920 36 Golden Gate Wellfield Existing 12.00 125.00 90.00 Pumped Submersible 90.00 1000 433550 / 695114 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 198710 37 Golden Gate Wellfield Existing 12.00 120.00 90.00 Pumped Submersible 70.00 1000 457112 / 701336 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 278710 38 Golden Gate Wellfield Existing 12.00 130.00 90.00 Pumped Submersible 82.00 1000 451403 / 697654 Totalizer Primary Monitor, Public Water Supply Lower Tamiami Aquifer 282743 39 Golden Gate Wellfield Existing 16.00 130.00 78.00 Pumped Submersible 68.00 1000 450189 / 697968 Flow Meter Primary Monitor, Public Water Supply Lower Tamiami Aquifer 282744 40 Golden Gate Wellfield Existing 16.00 130.00 82.00 Pumped Submersible 76.00 1000 448911 / 697887 Flow Meter Primary Monitor, Public Water Supply Lower Tamiami Aquifer 282800 41 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 447760 / 697740 Flow Meter Primary Monitor, Public Water Supply Lower Tamiami Aquifer 282801 42 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 451464 / 696326 Flow Meter Primary Public Water Supply, Monitor Lower Tamiami Aquifer 282802 43 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 453316 / 697857 Flow Meter Primary Public Water Supply, Monitor Lower Tamiami Aquifer 282804 44 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 455274 / 697584 Flow Meter Primary Public Water Supply, Monitor Lower Tamiami Aquifer Application # 240711-10 Exhibit 3 Page 3 of 11 Page 6415 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 282805 45 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 458739 / 697620 Totalizer Primary Public Water Supply, Monitor Lower Tamiami Aquifer 282806 46 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 430863 / 692655 Flow Meter Primary Monitor, Public Water Supply Lower Tamiami Aquifer 282807 47 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 430899 / 688764 Flow Meter Primary Monitor, Public Water Supply Lower Tamiami Aquifer 282809 48 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 431955 / 684858 Flow Meter Primary Public Water Supply, Monitor Lower Tamiami Aquifer 282810 49 Golden Gate Wellfield Proposed 16.00 130.00 90.00 Pumped Submersible 35.00 1000 431897 / 683750 Flow Meter Primary Monitor, Public Water Supply Lower Tamiami Aquifer 160573 LTA 1 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 465614 / 715003 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Tamiami Aquifer 278615 LTA 2 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 466862 / 714967 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 278616 LTA 3 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 468296 / 715017 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 278617 LTA 4 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 468567 / 713806 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 278618 LTA 5 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 470022 / 713717 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Tamiami Aquifer 301751 LTA 6 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 470571 / 716774 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 301752 LTA 7 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 471744 / 718056 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Tamiami Aquifer 301753 LTA 8 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 469859 / 718050 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 301754 LTA 9 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 465719 / 716600 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 301755 LTA 10 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 464897 / 718086 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer Application # 240711-10 Exhibit 3 Page 4 of 11 Page 6416 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 301756 LTA 11 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 463739 / 716885 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 301757 LTA 12 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 463997 / 718076 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 301758 LTA 13 NESA Wellfield Proposed 16.00 180.00 70.00 17.00 Pumped Submersible 60.00 400 461450 / 717612 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Tamiami Aquifer 7037 LTA 14 NESA Wellfield Existing 12.00 180.00 70.00 17.00 Pumped Submersible 60.00 300 464957 / 713807 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 160572 LTA 15 NESA Wellfield Existing 12.00 172.00 74.00 17.00 Pumped Submersible 60.00 300 465021 / 712045 Flow Meter Primary Public Water Supply, Irrigation Lower Tamiami Aquifer 160569 LTA 16 NESA Wellfield Existing 12.00 154.00 72.00 17.00 Pumped Submersible 60.00 300 464680 / 711780 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Tamiami Aquifer 253710 LH-1 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 471880 / 717055 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253711 LH-2 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 471360 / 718033 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253712 LH-3 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 470628 / 716933 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253713 LH-4 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 470078 / 717973 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253714 LH-5 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 468732 / 717958 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253715 LH-6 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 466059 / 717896 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253716 LH-7 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 465753 / 716597 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253717 LH-8 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 465006 / 718126 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253718 LH-9 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 464623 / 716552 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer Application # 240711-10 Exhibit 3 Page 5 of 11 Page 6417 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 253719 LH-10 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 463767 / 718126 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253720 LH-11 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 463509 / 717055 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253721 LH-12 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 463218 / 718172 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253722 LH-13 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 462331 / 717179 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 253723 LH-14 NESA Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 100.00 1000 461461 / 717559 Flow Meter Primary Public Water Supply, Monitor, Irrigation Lower Hawthorn Aquifer 30291 RO-1N NCRWTP Wellfield Existing 16.00 801.00 705.00 Pumped Submersible 60.00 1000 433445 / 695062 Totalizer Standby Monitor, Public Water Supply Lower Hawthorn Aquifer 30281 RO-2N NCRWTP Wellfield Existing 16.00 780.00 734.00 Pumped Submersible 60.00 1000 434511 / 695231 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 30282 RO-3N NCRWTP Wellfield Existing 16.00 800.00 720.00 Pumped Submersible 60.00 1000 433717 / 695016 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 30284 RO-5N NCRWTP Wellfield Existing 16.00 1070.00 790.00 Pumped Submersible 65.00 1000 438044 / 695084 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 30286 RO-7N NCRWTP Wellfield Existing 16.00 977.00 775.00 Pumped Submersible 110.00 1000 440730 / 695084 Totalizer Standby Public Water Supply, Monitor Lower Hawthorn Aquifer 30288 RO-9N NCRWTP Wellfield Existing 16.00 952.00 780.00 Pumped Submersible 105.00 1000 443310 / 695027 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 30289 RO-10N NCRWTP Wellfield Existing 16.00 1011.00 750.00 Pumped Submersible 130.00 1000 444620 / 695131 Totalizer Standby Monitor, Public Water Supply Lower Hawthorn Aquifer 30290 RO-11N NCRWTP Wellfield Existing 16.00 951.00 735.00 Pumped Submersible 126.00 1000 445910 / 695187 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 30292 RO-12N NCRWTP Wellfield Existing 16.00 891.00 730.00 Pumped Submersible 170.00 1000 447266 / 695261 Totalizer Standby Public Water Supply, Monitor Lower Hawthorn Aquifer 30293 RO-13N NCRWTP Wellfield Existing 16.00 925.00 731.00 Pumped Submersible 170.00 1000 448586 / 695332 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer Application # 240711-10 Exhibit 3 Page 6 of 11 Page 6418 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 30294 RO-14N NCRWTP Wellfield Existing 16.00 950.00 713.00 Pumped Submersible 170.00 1000 449911 / 695387 Totalizer Standby Monitor, Public Water Supply Lower Hawthorn Aquifer 115850 RO-15N NCRWTP Wellfield Existing 16.00 957.00 737.00 Pumped Submersible 80.00 1000 451201 / 695451 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 118340 RO-16N NCRWTP Wellfield Existing 16.00 989.00 751.00 Pumped Submersible 150.00 1000 451494 / 696540 Totalizer Standby Monitor, Public Water Supply Lower Hawthorn Aquifer 118339 RO-17N NCRWTP Wellfield Existing 16.00 996.00 780.00 Pumped Submersible 160.00 1000 451449 / 697419 Totalizer Standby Monitor, Public Water Supply Lower Hawthorn Aquifer 162993 RO-18N NCRWTP Wellfield Existing 16.00 1000.00 700.00 Pumped Submersible 145.00 1000 449853 / 698660 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 162995 RO-19N NCRWTP Wellfield Existing 16.00 1000.00 700.00 Pumped Submersible 170.00 1000 448397 / 698768 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 162997 RO-20N NCRWTP Wellfield Existing 16.00 1000.00 700.00 Pumped Submersible 170.00 1000 447211 / 697743 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 167304 RO-101N NCRWTP Wellfield Existing 16.00 512.00 397.00 Pumped Submersible 170.00 350 433462 / 695414 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 167313 RO-102N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 170.00 350 434530 / 695390 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190656 RO-109N NCRWTP Wellfield Existing 16.00 475.00 404.00 Pumped Submersible 165.00 350 443356 / 695133 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 167356 RO-114N NCRWTP Wellfield Existing 16.00 514.00 412.00 Pumped Submersible 170.00 350 449908 / 695694 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 167357 RO-115N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 185.00 350 451202 / 695431 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 167358 RO-116N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 167.00 350 451442 / 696455 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190465 RO-117N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 350 451299 / 697439 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190466 RO-118N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 350 449859 / 698440 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190467 RO-119N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 350 448369 / 698589 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190468 RO-120N NCRWTP Wellfield Existing 16.00 500.00 400.00 Pumped Submersible 350 447224 / 697549 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 109711 RO-1S SCRWTP Wellfield Existing 16.00 420.00 312.00 Pumped Submersible 80.00 750 433681 / 667876 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer Application # 240711-10 Exhibit 3 Page 7 of 11 Page 6419 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 109712 RO-2S SCRWTP Wellfield Existing 16.00 400.00 292.00 Pumped Submersible 80.00 750 434926 / 667896 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 109713 RO-3S SCRWTP Wellfield Existing 16.00 403.00 293.00 Pumped Submersible 80.00 750 436248 / 668016 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 109714 RO-4S SCRWTP Wellfield Existing 16.00 402.00 331.00 Pumped Submersible 80.00 750 436233 / 668983 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 109715 RO-5S SCRWTP Wellfield Existing 16.00 402.00 297.00 Pumped Submersible 90.00 750 436201 / 670259 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 109716 RO-6S SCRWTP Wellfield Existing 16.00 421.00 317.00 Pumped Submersible 90.00 750 438460 / 670305 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 109717 RO-7S SCRWTP Wellfield Existing 16.00 442.00 328.00 Pumped Submersible 90.00 750 438430 / 670290 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 109718 RO-8S SCRWTP Wellfield Existing 16.00 982.00 660.00 Pumped Submersible 90.00 750 438459 / 670290 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 109719 RO-9S SCRWTP Wellfield Existing 16.00 682.00 630.00 Pumped Submersible 78.00 750 436171 / 668016 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 109720 RO-10S SCRWTP Wellfield Existing 16.00 842.00 630.00 Pumped Submersible 90.00 750 432240 / 667375 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 109721 RO-11S SCRWTP Wellfield Existing 16.00 963.00 653.00 Pumped Submersible 115.00 750 431595 / 666549 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 109710 RO-12S SCRWTP Wellfield Existing 16.00 422.00 299.00 Pumped Submersible 90.00 750 432233 / 666306 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 115849 RO-13S SCRWTP Wellfield Existing 12.00 400.00 295.00 Pumped Submersible 90.00 750 431599 / 667079 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 109708 RO-14S SCRWTP Wellfield Existing 16.00 422.00 298.00 Pumped Submersible 90.00 750 431610 / 667705 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 109709 RO-15S SCRWTP Wellfield Existing 16.00 402.00 295.00 Pumped Submersible 80.00 750 431595 / 666679 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190637 RO-16S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 433079 / 662489 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190638 RO-17S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 430949 / 662510 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190639 RO-18S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 432279 / 658534 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190875 RO-19S SCRWTP Wellfield Existing 12.00 420.00 300.00 Pumped Submersible 130.00 750 432354 / 657306 Flow Meter Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190876 RO-20S SCRWTP Wellfield Existing 12.00 420.00 300.00 Pumped Submersible 130.00 750 432287 / 655763 Flow Meter Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer Application # 240711-10 Exhibit 3 Page 8 of 11 Page 6420 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 190877 RO-21S SCRWTP Wellfield Existing 12.00 420.00 300.00 Pumped Submersible 130.00 750 432320 / 654286 Flow Meter Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190878 RO-22S SCRWTP Wellfield Existing 12.00 420.00 300.00 Pumped Submersible 125.00 750 430843 / 654909 Flow Meter Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190879 RO-23S SCRWTP Wellfield Existing 12.00 420.00 300.00 Pumped Submersible 120.00 750 430777 / 653137 Flow Meter Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190880 RO-24S SCRWTP Wellfield Existing 12.00 420.00 300.00 Pumped Submersible 125.00 750 430877 / 651891 Flow Meter Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190640 RO-25S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 432274 / 652629 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190641 RO-26S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 130.00 750 432380 / 651570 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190642 RO-27S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 127.00 750 432169 / 650215 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190643 RO-28S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 430849 / 650550 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190644 RO-29S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 430799 / 649930 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190645 RO-30S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 125.00 750 430799 / 648630 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190646 RO-31S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 430750 / 647669 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190648 RO-33S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 432350 / 648940 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190649 RO-34S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 432070 / 647379 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190650 RO-35S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 433160 / 648859 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190651 RO-36S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 125.00 750 432015 / 646130 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190652 RO-37S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 120.00 750 432015 / 645039 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190653 RO-38S SCRWTP Wellfield Existing 16.00 420.00 300.00 Pumped Submersible 125.00 750 433370 / 646379 Totalizer Primary Public Water Supply, Monitor Mid-Hawthorn Aquifer 190471 RO-39S SCRWTP Wellfield Existing 16.00 400.00 300.00 Pumped Submersible 130.00 700 437425 / 669194 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer 190472 RO-40S SCRWTP Wellfield Existing 16.00 1000.00 700.00 Pumped Submersible 130.00 700 437425 / 669194 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 190473 RO-41S SCRWTP Wellfield Existing 16.00 400.00 300.00 Pumped Submersible 160.00 700 439504 / 669194 Totalizer Primary Monitor, Public Water Supply Mid-Hawthorn Aquifer Application # 240711-10 Exhibit 3 Page 9 of 11 Page 6421 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 190462 RO-42S SCRWTP Wellfield Existing 16.00 1000.00 700.00 Pumped Submersible 160.00 700 439504 / 669100 Totalizer Primary Public Water Supply, Monitor Lower Hawthorn Aquifer 190463 RO-43S SCRWTP Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 160.00 700 436180 / 669140 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 190464 RO-44S SCRWTP Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 160.00 700 436180 / 670550 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 190474 RO-45S SCRWTP Wellfield Proposed 16.00 1000.00 700.00 Pumped Submersible 160.00 700 438280 / 670309 Totalizer Primary Monitor, Public Water Supply Lower Hawthorn Aquifer 312055 17D Proposed 3.00 50.00 40.00 Pumped None 0 427866 / 654821 None Monitor Monitor Lower Tamiami Aquifer 312057 17S Proposed 6.00 15.00 10.00 Pumped None 0 427866 / 654821 None Monitor Monitor Water Table Aquifer 252950 CC10D Existing 4.00 90.00 70.00 None 0 457158 / 698297 None Monitor Monitor Lower Tamiami Aquifer 252951 CC10S Existing 2.00 20.00 5.00 None 2008.00 0 457158 / 698297 None Monitor Monitor Water Table Aquifer 252952 CC13D Existing 4.00 90.00 70.00 None 0 472106 / 683206 None Monitor Monitor Lower Tamiami Aquifer 252953 CC13S Existing 2.00 20.00 5.00 None 0 472106 / 683206 None Monitor Monitor Water Table Aquifer 252954 CC14D Existing 4.00 90.00 70.00 None 0 478981 / 674403 None Monitor Monitor Lower Tamiami Aquifer 252955 CC14S Existing 2.00 20.00 5.00 None 0 478981 / 674403 None Monitor Monitor Water Table Aquifer 285250 CC15D Proposed 4.00 100.00 60.00 None 0 449499 / 697918 None Monitor Monitor Lower Tamiami Aquifer 285249 CC15S Proposed 4.00 15.00 10.00 None 0 449499 / 697918 None Monitor Monitor Water Table Aquifer 285267 CC16D Proposed 4.00 100.00 60.00 None 0 434655 / 689339 None Monitor Monitor Lower Tamiami Aquifer 285268 CC16S Proposed 4.00 15.00 10.00 None 0 434655 / 689339 None Monitor Monitor Water Table Aquifer Application # 240711-10 Exhibit 3 Page 10 of 11 Page 6422 of 14062 Facility ID Facility Name Facility Group Status Diam. (IN) Total Depth (FT) Cased Depth (FT) TOC Elev. (FT NGVD) Pumped or Flowing Pump Type Pump Intake Depth (FT BLS) Pump Capacity (GPM) Coord X / Coord Y Accounting Method Facility Use Status Water Use Type Source 139662 CC1D Existing 2.00 75.00 42.00 Pumped None 0 444806 / 683415 None Monitor Monitor Lower Tamiami Aquifer 139665 CC1S Existing 2.00 15.00 10.00 None 0 444879 / 684853 None Monitor Monitor Water Table Aquifer 139666 CC2D Existing 100.00 52.00 None 0 447317 / 683487 None Monitor Monitor Lower Tamiami Aquifer 139667 CC2S Existing 2.00 15.00 10.00 None 0 447292 / 684926 None Monitor Monitor Water Table Aquifer 139668 CC3D Existing 100.00 52.00 None 0 453045 / 685195 None Monitor Monitor Lower Tamiami Aquifer 139669 CC3S Existing 2.00 15.00 10.00 None 0 452995 / 686218 None Monitor Monitor Water Table Aquifer 139670 CC4D Existing 75.00 42.00 None 0 464039 / 683804 None Monitor Monitor Lower Tamiami Aquifer 139671 CC4S Existing 2.00 15.00 10.00 None 0 463989 / 684609 None Monitor Monitor Water Table Aquifer 252948 CC7D Existing 4.00 90.00 70.00 None 0 458981 / 706674 None Monitor Monitor Lower Tamiami Aquifer 253724 CC7S Replacement Existing 2.00 20.00 5.00 None 0 458981 / 706674 None Monitor Monitor Water Table Aquifer Application # 240711-10 Exhibit 3 Page 11 of 11 Page 6423 of 14062 Calculations of Irrigation Requirements Application Number:240711-10 Project Name:Collier County Public Water Supply Land Use:Landscape/Recreation Parcel Name:NESA Area (LTA) Rainfall Station:Naples Irrigation Method:Solid Set Sprinkler Irrigation Multiplier:1.30 Irrigated Acres:520 Crop Description:Turf Soil Type:0.8 Reclaimed Water Supply (MGD):0.00 Starting Planting Month:January Total # of Planting Months:12 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Average Rainfall (Inches)1.88 1.93 0.96 2.05 4.42 8.17 8.36 8.18 8.69 4.09 1.56 1.32 51.61 Evapotranspiration (Inches)1.93 2.21 3.76 5.09 6.66 7.44 7.88 7.51 6.47 5.00 3.22 2.26 59.43 Average Effective Rainfall (Inches)0.88 0.92 0.52 1.14 2.44 4.32 4.51 4.34 4.31 2.08 0.80 0.65 26.91 1-in-10 Effective Rainfall (Inches)0.73 0.76 0.43 0.94 2.03 3.58 3.75 3.60 3.58 1.73 0.66 0.54 22.33 Average Irrigation (Inches)1.05 1.30 3.25 3.95 4.22 3.12 3.37 3.17 2.16 2.91 2.43 1.61 32.54 1-in-10 Irrigation (Inches)1.20 1.45 3.33 4.14 4.63 3.85 4.13 3.91 2.89 3.27 2.56 1.72 37.08 Supplemental Crop Water Use (MG)22.05 26.65 61.21 76.07 85.06 70.70 75.86 71.70 53.09 59.99 47.01 31.63 681.02 Reclaimed Water Supply (MG)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Balance of Demand (MG)22.05 26.65 61.21 76.07 85.06 70.70 75.86 71.70 53.09 59.99 47.01 31.63 681.02 Annual Recommended Allocation (MG):681.02 Balance of Demand Total MG + [Days of Emergency Backup x Reclaimed Water Supply MGD] Maximum Monthly Recommended Allocation (MG):85.06 Max Month Balance of Demand MG + [Days of Emergency Backup x Reclaimed Water Supply MGD] Application # 240711-10 Exhibit 4 Page 1 of 2 Page 6424 of 14062 Total Irrigation Allocations Total Annual Allocation (MG):681.02 Total Maximum Monthly Allocation (MG):85.06 Application # 240711-10 Exhibit 4 Page 2 of 2 Page 6425 of 14062 Application # 240711-10 Page 1 of 4 EXHIBIT 5Page 6426 of 14062 Application # 240711-10 Page 2 of 4 EXHIBIT 5Page 6427 of 14062 Summary of Requested Water Use by Land Use Public Water Supply Description Annual (MGY)Max Monthly (MGM)Average Daily (MGD) Public Water Supply 9,672.50 944.73 26.5000 Public Water Supply 5,840.00 486.40 16.0000 Public Water Supply 4,015.00 871.10 11.0000 Landscape/Recreation* Annual (MGY)Max Monthly (MGM)Average Daily (MGD) 681.02 85.06 1.8658 (included in above allocations)* Application # 240711-10 Page 3 of 4 EXHIBIT 5Page 6428 of 14062 Description Total Annual Allocation (MGY) Total Maximum Monthly Allocation (MGM) Average Daily Allocation (MGD) Permit (Until 2030)*22801.55 2607.43 62.47 Permit (2030 to 2060)19527.50 2302.23 53.50 LTA (Until 2030)*12946.55 1249.93 35.47 LTA (From 2030 to 2060)9672.50 944.73 26.50 MHA 5840.00 486.40 16.00 LHA 4015.00 871.10 11.00 Allocation: * Includes NESA IQ Allocation Collier County PWS Allocation Summary - Application 240711-10 Application # 240711-10 Page 4 of 4 EXHIBIT 5Page 6429 of 14062 Legend --Project Boundary @ -Lower Hawthorn Test Well Location @ -Lower Tamiami Test Well Location Water{j) Science Associates -An Ape){ Company - PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 FIGURE A.1 MAP SHOWING APT LOCATIONS. COA30437 MARCH 2023 A o 900 ,soo (J AP';;OXIMA TE SCALE IN °7EET Appl. # 240711-10 Page 1 of 14 Exhibit 6Page 6430 of 14062 Water� Science Associates -An Apex Company - PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 COA30437 JUNE 2024 FIGURE A.2 SIMULATED DRAWDOWN IN THE WATER TABLE AQUIFER DUE TO PROPOSED WITHDRAWALS. 0 3000 6000 e-----i= ====-----1--APPROXIMATE SCALE IN FEET Appl. # 240711-10 Page 2 of 14 Exhibit 6Page 6431 of 14062 Water� Science Associates -An Apex Company- PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 COA30437 JUNE 2024 FIGURE A.3 SIMULATED DRAWDOWN IN THE LOWER TAMIAMI AQUIFER DUE TO PROPOSED WITHDRAWALS. 0 3000 6000 ........,........,===== .. APPROXIMATE SCALE IN FEET Appl. # 240711-10 Page 3 of 14 Exhibit 6Page 6432 of 14062 Water� Science Associates -An Apex Company- PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 COA30437 JUNE 2024 FIGURE A.4 SIMULATED DRAWDOWN IN THE WATER TABLE AQUIFER DUE TO CUMULATIVE WITHDRAWALS. 0 3000 6000 i---, .;;;;;;;;;J APPROXIMATE SCALE IN FEET Appl. # 240711-10 Page 4 of 14 Exhibit 6Page 6433 of 14062 Wate,{j) Science Associates -An Apex Company- PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 COA30437 JUNE 2024 FIGURE A.5 SIMULATED DRAWDOWN IN THE LOWER TAMIAMI AQUIFER DUE TO CUMULATIVE WITHDRAWALS. o I 3000 6000 I APPROXIMATE SCALE IN FEET Appl. # 240711-10 Page 5 of 14 Exhibit 6Page 6434 of 14062 Water� Science Associates -An Apex Company- PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 COA30437 JUNE 2024 0 3000 6000 ,-....., ...... APPROXIMATE SCALE IN FEET FIGURE A.6 MAP SHOWING SIMULATED DRAWDOWN DUE TO PROPOSED WITHDRAWALS FROM THE LOWER HAWTHORN AQUIFER. Appl. # 240711-10 Page 6 of 14 Exhibit 6Page 6435 of 14062 Legend -Category 2 Wetlands -Category 3 Wetlands ----Aproximate Project Boundary Water{J) Science Associates -An Apex Company - PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 A Project oun a y .-. --· • • • COA30437 JUNE 2024 o. L 0 3000 6000 .,.,.., = ===----la.a APPROXIMATE SCALE IN FEET FIGURE A.7 0.5 FOOT AND 1.0 FOOT DRAWDOWN CONTOUR OVERLAID ON SFWMD'S WETLANDS MAP {SFWMD Land Use Land Cover Coverage of 2017-2019). Appl. # 240711-10 Page 7 of 14 Exhibit 6Page 6436 of 14062 0 20 40 60 80 100 120 Rain per Month (in)Month/Year NEXRAD HydroID Rolling Annual Nexrad Blaney-Criddle 1in10 Rainfall Analysis for NEXRAD HydroID 10051073 Compared to Thiessen Station Naples Appl. # 240711-10 Page 8 of 14 Exhibit 6Page 6437 of 14062 Map data ©2024 Google 1000 ft 26°16'36.3"N 81°36'12.3"W 26.276752, -81.603412 Directions Save Nearby Send to phone Share  79GW+PJ4 Rural Estates, Florida 26°16'36.3"N 81°36'12.3"W Appl. # 240711-10 Page 9 of 14 Exhibit 6Page 6438 of 14062 Provisional data, if present, are indicated by square symbol. DBKey Station Agency Data Type Unit Statistic Frequency Strata Gate/Pump#Recorder 07979 C-304 USGS CLD mg/L Cl RAND RI 130 N/A SAMP 07653 C-304 USGS WEL29 ft NGVD29 RAND RI 130 N/A TAPE Location: 0.5 miles SW Appl. # 240711-10 Page 10 of 14 Exhibit 6Page 6439 of 14062 Provisional data, if present, are indicated by square symbol. DBKey Station Agency Data Type Unit Statistic Frequency Strata Gate/Pump#Recorder 07663 C-951 USGS WEL29 ft NGVD29 RAND RI 170 N/A TAPE 10/31/24, 5:05 PM DBHydro Chart 1/1 Location: 4.7 miles South Appl. # 240711-10 Page 11 of 14 Exhibit 6Page 6440 of 14062 Provisional data, if present, are indicated by square symbol. DBKey Station Agency Data Type Unit Statistic Frequency Strata Gate/Pump#Recorder 37320 C-1277 USGS WEL29 ft NGVD29 RAND RI 133 N/A TAPE 10/31/24, 5:22 PM DBHydro Chart 1/1 Location: 5 miles East Appl. # 240711-10 Page 12 of 14 Exhibit 6Page 6441 of 14062 Appl. # 240711-10 Page 13 of 14 Exhibit 6Page 6442 of 14062 Water� Science Associates -An Apex Company- PROJECT NAME: COLLIER CUP PERMIT RENEWAL PROJECT NUMBER: COL106-0631073-23008943 COA30437 JUNE 2024 FIGURE A.4 SIMULATED DRAWDOWN IN THE WATER TABLE AQUIFER DUE TO CUMULATIVE WITHDRAWALS. 0 3000 6000 i---, .;;;;;;;;;J APPROXIMATE SCALE IN FEET Appl. # 240711-10 Page 14 of 14 Exhibit 6Page 6443 of 14062 Saltwater Interface - 2024 Appl. # 240711-10 Page 1 of 6 Exhibit 7Page 6444 of 14062 Appl. # 240711-10 Page 2 of 6 Exhibit 7Page 6445 of 14062 Appl. # 240711-10 Page 3 of 6 Exhibit 7Page 6446 of 14062 Appl. # 240711-10 Page 4 of 6 Exhibit 7Page 6447 of 14062 Appl. # 240711-10 Page 5 of 6 Exhibit 7Page 6448 of 14062 Appl. # 240711-10 Page 6 of 6 Exhibit 7Page 6449 of 14062 Page 1 of 3 Collier County Public Utilities Division Wellfield Operating Plan Overview Realizing the critical nature of public water supplies, Collier County Public Utilities Division (CCPUD) elevated water supply within the County to a programmatic level in 2004, when it hired a Wellfield Program Manager to oversee a comprehensive water supply management program. The Program Manager provides both tactical (e.g. design, construction oversight) and strategic (e.g. long-range water supply planning) support to CCPUD. Since the inception of the program, CCPUD has increased the reliability of its wellfields by systematic monitoring and maintenance programs, additional well capacity and operational protocols for the entire well system. CCPUD has also developed a Potable Water Supply Development Plan, which is a unique, standalone planning document that summarizes the water sources, quantity and quality available for meeting CCPUD’s future needs. Additionally, CCPUD has implemented a program charter to guide all wellfield projects, a design manual to ensure new wellfields meet CCPUD expectations, and a wellfield operations and maintenance manual which is designed to extend the useful life of CCPUD’s facilities, protect the natural environment, and ensure regulatory compliance. CCPUD currently operates three wellfields, under water use permit number 11-00249-W, to meet its potable water supply needs. These wellfields include the Golden Gate Tamiami Wellfield, the North Hawthorn RO Wellfield and the South Hawthorn RO Wellfield. The Golden Gate Tamiami Wellfield consists of 37 existing wells and 12 proposed wells, which draw fresh groundwater from the Lower Tamiami Aquifer and supply freshwater treatment processes at each of CCPUD’s two water treatment plants. The North Hawthorn RO Wellfield includes 29 wells, which draw brackish groundwater from the Lower Hawthorn and Mid-Hawthorn Aquifers and supply the RO treatment facilities at CCPUD’s North County Regional Water Treatment Plan. The South Hawthorn RO Wellfield includes 42 wells, which draw brackish groundwater from the Lower Hawthorn and Mid-Hawthorn Aquifers and supply the RO treatment facilities at CCPUD’s South County Regional Water Treatment Plan. The following is a summary of the wellfield operating plan which CCPUD uses to operate their wellfield. A copy of the detailed methodology and procedures used by CCPUD is described in Section 4 Operations and Management Guide of the Collier County Wellfield Operations and Maintenance Manual. The operating plan is designed to provide for maximum useful well life and efficiency, minimization of drawdown, and overall prudent management of the CCUPD well facilities and groundwater resources. However, it is also designed to allow for broad operational flexibility to meet customer demands and environmental regulatory requirements and provide for the various contingencies inherent in the operation of a multifaceted wellfield system. Wellfield Operating Plan Summary The County currently operates two water treatment facilities and three wellfields that tap three different aquifers. Appl. # 240711-10 Exhibit 8Page 6450 of 14062 Collier County Public Utilities Division Wellfield Operating Plan Page 2 of 3 Well / Aquifer Utilization Every well is a primary well, no wells are stand-by. Through experience CCPUD has established reliability standards for each of its wellfields. Freshwater wellfields have a reliability standard of 20%; meaning that at a minimum, for every four freshwater production wells in operation, one reliability well remains out- of-operation. Similarly, brackish water wellfields have a reliability standard of 33%; that is one reliability well for every three in operation. The percentage of water withdrawn from each wellfield and the ratio of water from the three raw water source aquifers is dependent to a large degree on the quantity of water to be produced and any maintenance of capital improvements to be completed in the wellfields or at the treatment plants. Generally speaking, the Lower Tamiami Aquifer provides the water necessary for meeting base level water supply needs up to the aquifer water use permitting limits. The Lower Hawthorn Aquifer and Mid- Hawthorn Aquifer provide all water supply above the base level especially during the critical peak season months. Withdrawals from each well are based on the yield of the well and the installed pump. Table 1 summarizes the typical well yield by aquifer and wellfield. As well yields vary over time and can be impacted by regional drawdown and pressures in the transmission main, CCPUD plans their withdrawals based on the typical values in Table 1 and brings well on or off line based on actual production and demand at any given time. Table 1 – Summary of Well Yield by Wellfield and Aquifer Wellfield Aquifer Yield Golden Gate Tamiami Wellfield Lower Tamiami Aquifer 1.0 MGD North Hawthorn RO Wellfield Mid-Hawthorn Aquifer 0.5 MGD North Hawthorn RO Wellfield Lower Hawthorn Aquifer 1.0 MGD South Hawthorn RO Wellfield Mid-Hawthorn Aquifer 1.0 MGD South Hawthorn RO Wellfield Lower Hawthorn Aquifer 0.5 MGD Well Rotation Wells are rotated on a regular basis to minimize concentration of drawdown, allow for scheduled and unscheduled maintenance, and to maximize the useful life of each well. Well rotation is also based on a robust monitoring program in which key parameters are evaluated on a set schedule (see wellfield operations monitoring below). Wells are selected by the Wellfield Manager on a bi-weekly basis and provided to water treatment plant operating staff for operational use. Appl. # 240711-10 Exhibit 8Page 6451 of 14062 Collier County Public Utilities Division Wellfield Operating Plan Page 3 of 3 Wellfield Operations Monitoring CCPUD vigorously tracks the following monitoring program parameters to ensure that the wells are performing properly. Based on the monitoring data, wells are identified that need maintenance or upgrades. The critical parameters for the wellfield and the frequency of collection are summarized in Table 2 below. Well maintenance may include minor elements, such as flow control modulation or minor mechanical fixes, but may also include larger maintenance items such as periodic chlorination/acidification or major mechanical upgrades. All well and wellfield maintenance is done in accordance with applicable regulations and permit conditions of the FDEP, the SFWMD, and Collier County. Table 2 – Critical Wellfield Monitoring Parameters Parameter Frequency Chloride Concentration Monthly Dynamic Drawdown Weekly when well is part of well team in operation Static Drawdown Weekly when well is not part of well team in operation Step Drawdown Annually or as indicated need Meter Checks and Calibrations Annually or as indicated need Hypothetical well rotation scenarios are presented in Tables 3 and 4. Appl. # 240711-10 Exhibit 8Page 6452 of 14062 Well ID Expected Well Yield (gpm) Recently Reported or Anticipated Chloride Concentration Scenario 1 Scenario 2 Scenario 3 TWF 1 620 174 X TWF 2 716 246 O TWF 3 622 197 X TWF 4 442 128 O X TWF 5 638 48 X TWF 6 627 63 X TWF 7 780 49 X TWF 9 890 40 X TWF 10 677 45 X TWF 11 791 46 O X TWF 12 723 54 X O TWF 13 697 62 X TWF 14 612 58 O X TWF 15 677 53 X TWF 16 753 47 X TWF 17 483 22 X TWF 18 553 25 X TWF 19 568 27 X TWF 20 647 30 O X TWF 21 718 88 X TWF 22 798 89 X O TWF 23 713 107 X TWF 24 670 68 X TWF 25 708 41 X TWF 26 552 12 O X TWF 27 587 11 X TWF 28 605 166 X TWF 29 723 151 X TWF 30 761 27 O X TWF 31 803 50 X O TWF 32 851 50 X TWF 33 725 149 X TWF 34 847 48 X X TWF 35 900 418 TWF 36 900 161 X TWF 37 808 38 X TWF 38 694 50 O X TWF 39 694 50 X TWF 40 694 50 X TWF 41 694 50 O X TWF 42 694 50 X O Table 3. Hypotetical Well Rotation Scenarios During Low Demand (< 20 MGD) Collier County Golden Gate Wellfield Appl. # 240711-10 Exhibit 8Page 6453 of 14062 Well ID Expected Well Yield (gpm) Recently Reported or Anticipated Chloride Concentration Scenario 1 Scenario 2 Scenario 3 Collier County Golden Gate Wellfield TWF 43 694 50 X TWF 44 694 50 X TWF 45 694 50 X TWF 46 694 161 X TWF 47 694 161 X TWF 48 694 161 X TWF 49 694 161 X 16.3 16.2 14.7 4.2 3.3 5.4 20.4 19.5 20.1 70.7 73.9 72.7 Notes X = Primary well for a given rotation; O = Seconday well for a given rotation Well 2 and 35 are rarely used due to relatively higher chlorides, hence not included in the rotation Chloride data are based on data reported on 7/2018. For wells with missing data, the previously reported data were used. Chloride values for proposed wells were estimated from the nearest existing wells. Yield for the proposed wells were assumed to be 1 MGD Production by Primary Wells (MGD) Production by Secondary Wells (MGD) Chloride Concentration During Total Production (mg/L) Total Production (MGD) Appl. # 240711-10 Exhibit 8Page 6454 of 14062 Well ID Expected Well Yield (gpm) Recently Reported or Anticipated Chloride Concentration Scenario 1 Scenario 2 Scenario 3 TWF 1 620 174 X X O TWF 2 716 246 TWF 3 622 197 X X X TWF 4 442 128 X X TWF 5 638 48.3 X O X TWF 6 627 63.3 X X TWF 7 780 48.6 O X X TWF 9 890 39.6 X X TWF 10 677 44.5 X X O TWF 11 791 45.7 X X TWF 12 723 53.5 X X TWF 13 697 61.5 X X TWF 14 612 58.3 X X TWF 15 677 53.4 X TWF 16 753 47.1 X O TWF 17 483 21.9 O X X TWF 18 553 25.4 X TWF 19 568 27.2 X X TWF 20 647 30.4 X TWF 21 718 88.2 X O TWF 22 798 89.2 X X TWF 23 713 107 X TWF 24 670 67.7 X TWF 25 708 40.6 X X TWF 26 552 12.1 X O TWF 27 587 10.8 O X TWF 28 605 166 X X TWF 29 723 151 X TWF 30 761 27.2 X X TWF 31 803 50.4 X X TWF 32 851 49.9 X TWF 33 725 149 X O TWF 34 847 47.6 X X TWF 35 900 418 X TWF 36 900 161 X TWF 37 808 38.4 X X TWF 38 694 50 X O TWF 39 694 50 O X X TWF 40 694 50 X TWF 41 694 50 X X TWF 42 694 50 X Table 4. Hypotetical Well Rotation Scenarios During High Demand (20 - 30 MGD) Collier County Golden Gate Wellfield Appl. # 240711-10 Exhibit 8Page 6455 of 14062 Well ID Expected Well Yield (gpm) Recently Reported or Anticipated Chloride Concentration Scenario 1 Scenario 2 Scenario 3 Collier County Golden Gate Wellfield TWF 43 694 50 X TWF 44 694 50 X X TWF 45 694 50 X TWF 46 694 161 X X TWF 47 694 161 X X TWF 48 694 161 X TWF 49 694 161 X X 25.8 23.8 24.1 3.7 3.8 3.9 29.5 27.6 28.1 65.2 81.9 79.3 Notes X = Primary well for a given rotation; O = Seconday well for a given rotation Well 2 and 35 are rarely used due to relatively higher chlorides, hence not included in the rotation Chloride data are based on data reported on 7/2018. For wells with missing data, the previously reported values were used. Chloride values for proposed wells were estimated from the nearest existing wells. Yield for the proposed wells were assumed to be 1 MGD Chloride Concentration During Total Production (mg/L) Production by Primary Wells (MGD) Total Production (MGD) Production by Secondary Wells (MGD) Appl. # 240711-10 Exhibit 8Page 6456 of 14062 NESA Wellﬁeld OperaƟon Plan The NESA site has 3 exisƟng and 13 proposed Lower Tamiami Aquifer (LTA) wells and 14 proposed Lower Hawthorn (LH) wells. These wells will supply the proposed NESA Water Treatment Plant (WTP) which is designed to process 60% fresh and 40% brackish groundwater. The wells will also be used as a source to supplement the IQ distribuƟon system unƟl the NESA Water ReclamaƟon Facility (WRF) becomes operaƟonal. The 16 freshwater LTA wells and 14 brackish water LH wells will provide adequate capacity and facilitate well rotaƟon scheduling. The following general wellﬁeld operaƟng protocol is proposed:  All wells will be considered primary and available for service. Wells used will be under regular and planned rotaƟon to minimize overuse of any well and to minimize any impacts to the aquifer system at any given locaƟon.  A 25% redundancy factor will be applied to esƟmate the number of freshwater wells needed in the wellﬁeld. For every 4 freshwater wells, 1 redundant well will be added to allow rotaƟonal ﬂexibility and operaƟonal efficiency.  A 33% redundancy factor will be applied to esƟmate the number of brackish water needed in the wellﬁeld. For every 3 brackish water wells, 1 redundant well will be added to allow rotaƟonal ﬂexibility and operaƟonal efficiency.  To the maximum extent possible no two adjacent wells will be pumped simultaneously.  To the extent possible, the pumping wells will be at least 1,000 feet apart to minimize stress to the source aquifer.  Note that the operaƟonal plan is based on 3 exisƟng and 27 proposed wells. The plan will be updated aŌer all the wells are installed and tested for ﬂow rates and water quality. The key consideraƟon of the operaƟonal plan will be to maintain long-term sustainability of the groundwater resources, while maximizing the well-life to the extent possible. Appl. # 240711-10 Exhibit 8Page 6457 of 14062 Appl. # 240711-10 Exhibit 8Page 6458 of 14062 Appl. # 240711-10 Exhibit 8Page 6459 of 14062 Appl. # 240711-10 Exhibit 8Page 6460 of 14062 Appl. # 240711-10 Exhibit 8Page 6461 of 14062 Appl. # 240711-10 Exhibit 8Page 6462 of 14062 Appl. # 240711-10 Exhibit 8Page 6463 of 14062 Appl. # 240711-10 Exhibit 8Page 6464 of 14062 Appl. # 240711-10 Exhibit 8Page 6465 of 14062 Appl. # 240711-10 Exhibit 8Page 6466 of 14062 Appl. # 240711-10 Exhibit 8Page 6467 of 14062 Appl. # 240711-10 Exhibit 8Page 6468 of 14062 Appl. # 240711-10 Exhibit 8Page 6469 of 14062 Appl. # 240711-10 Exhibit 8Page 6470 of 14062 Appl. # 240711-10 Exhibit 8Page 6471 of 14062 Appl. # 240711-10 Exhibit 8Page 6472 of 14062 Appl. # 240711-10 Exhibit 8Page 6473 of 14062 Requirement by Permit Condition Report Application Number: 240711-10 Permit Number: 11-00249-W Project Name: Collier County Public Water Supply Permit Condition No: 9 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 1 Calibration Report Every Five Years Every Five Years 8/31/2029 Well 10 Calibration Report Every Five Years Every Five Years 2/28/2029 Well 11 Calibration Report Every Five Years Every Five Years 8/31/2029 Well 12 Calibration Report Every Five Years Every Five Years 3/31/2027 Well 13 Calibration Report Every Five Years Every Five Years 8/31/2029 Well 14 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 15 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 16 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 17 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 18 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 19 Calibration Report Every Five Years Every Five Years 3/31/2029 Well 2 Calibration Report Every Five Years Every Five Years 7/31/2025 Well 20 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 21 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 22 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 23 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 24 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 25 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 26 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 27 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 28 Calibration Report Every Five Years Every Five Years 8/31/2029 Well 29 Calibration Report Every Five Years Every Five Years 8/31/2028 Well 3 Calibration Report Every Five Years Every Five Years 1/31/2029 Well 30 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 31 Calibration Report Every Five Years Every Five Years 8/31/2029 Well 32 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 33 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 34 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 35 Calibration Report Every Five Years Every Five Years 3/31/2028 Well 36 Calibration Report Every Five Years Every Five Years 5/31/2028 Well 37 Calibration Report Every Five Years Every Five Years 9/30/2029 Well 38 Calibration Report Every Five Years Every Five Years 3/31/2029 Well 39 Calibration Report Every Five Years Every Five Years 3/31/2029 Well 4 Calibration Report Every Five Years Every Five Years 2/28/2027 Well 40 Calibration Report Every Five Years Every Five Years 3/31/2029 Well 41 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 42 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 43 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 44 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 45 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 46 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 47 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 48 Calibration Report Every Five Years Every Five Years 10/31/2025 Application # 240711-10 Exhibit 9 Page 1 of 13Page 6474 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 49 Calibration Report Every Five Years Every Five Years 10/31/2025 Well 5 Calibration Report Every Five Years Every Five Years 10/31/2029 Well 6 Calibration Report Every Five Years Every Five Years 1/31/2029 Well 7 Calibration Report Every Five Years Every Five Years 8/31/2029 Well 9 Calibration Report Every Five Years Every Five Years 9/30/2029 Well LH-1 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-10 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-11 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-12 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-13 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-14 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-2 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-3 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-4 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-5 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-6 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-7 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-8 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LH-9 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 1 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 10 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 11 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 12 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 13 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 14 Calibration Report Every Five Years Every Five Years 7/31/2025 Well LTA 15 Calibration Report Every Five Years Every Five Years 7/31/2025 Well LTA 16 Calibration Report Every Five Years Every Five Years 7/31/2025 Well LTA 2 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 3 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 4 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 5 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 6 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 7 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 8 Calibration Report Every Five Years Every Five Years 10/31/2025 Well LTA 9 Calibration Report Every Five Years Every Five Years 10/31/2025 Well RO-101N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-102N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-109N Calibration Report Every Five Years Every Five Years 4/30/2030 Well RO-10N Calibration Report Every Five Years Every Five Years 9/30/2029 Well RO-10S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-114N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-115N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-116N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-117N Calibration Report Every Five Years Every Five Years 7/31/2025 Well RO-118N Calibration Report Every Five Years Every Five Years 7/31/2025 Well RO-119N Calibration Report Every Five Years Every Five Years 7/31/2025 Well RO-11N Calibration Report Every Five Years Every Five Years 4/30/2030 Well RO-11S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-120N Calibration Report Every Five Years Every Five Years 7/31/2025 Application # 240711-10 Exhibit 9 Page 2 of 13Page 6475 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-12N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-12S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-13N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-13S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-14N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-14S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-15N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-15S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-16N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-16S Calibration Report Every Five Years Every Five Years 12/31/2028 Well RO-17N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-17S Calibration Report Every Five Years Every Five Years 12/31/2028 Well RO-18N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-18S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-19N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-19S Calibration Report Every Five Years Every Five Years 1/31/2029 Well RO-1N Calibration Report Every Five Years Every Five Years 7/31/2025 Well RO-1S Calibration Report Every Five Years Every Five Years 10/31/2028 Well RO-20N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-20S Calibration Report Every Five Years Every Five Years 1/31/2029 Well RO-21S Calibration Report Every Five Years Every Five Years 1/31/2029 Well RO-22S Calibration Report Every Five Years Every Five Years 1/31/2029 Well RO-23S Calibration Report Every Five Years Every Five Years 2/28/2029 Well RO-24S Calibration Report Every Five Years Every Five Years 2/28/2030 Well RO-25S Calibration Report Every Five Years Every Five Years 2/28/2029 Well RO-26S Calibration Report Every Five Years Every Five Years 12/31/2028 Well RO-27S Calibration Report Every Five Years Every Five Years 2/28/2030 Well RO-28S Calibration Report Every Five Years Every Five Years 2/28/2030 Well RO-29S Calibration Report Every Five Years Every Five Years 2/28/2030 Well RO-2N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-2S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-30S Calibration Report Every Five Years Every Five Years 2/28/2030 Well RO-31S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-33S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-34S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-35S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-36S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-37S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-38S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-39S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-3N Calibration Report Every Five Years Every Five Years 7/31/2025 Well RO-3S Calibration Report Every Five Years Every Five Years 10/31/2028 Well RO-40S Calibration Report Every Five Years Every Five Years 12/31/2028 Well RO-41S Calibration Report Every Five Years Every Five Years 11/30/2028 Well RO-42S Calibration Report Every Five Years Every Five Years 9/30/2029 Well RO-43S Calibration Report Every Five Years Every Five Years 10/31/2025 Well RO-44S Calibration Report Every Five Years Every Five Years 10/31/2025 Well RO-45S Calibration Report Every Five Years Every Five Years 10/31/2025 Well RO-4S Calibration Report Every Five Years Every Five Years 12/31/2029 Application # 240711-10 Exhibit 9 Page 3 of 13Page 6476 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-5N Calibration Report Every Five Years Every Five Years 8/31/2029 Well RO-5S Calibration Report Every Five Years Every Five Years 11/30/2028 Well RO-6S Calibration Report Every Five Years Every Five Years 1/31/2030 Well RO-7N Calibration Report Every Five Years Every Five Years 3/31/2030 Well RO-7S Calibration Report Every Five Years Every Five Years 12/31/2029 Well RO-8S Calibration Report Every Five Years Every Five Years 11/30/2026 Well RO-9N Calibration Report Every Five Years Every Five Years 7/31/2025 Well RO-9S Calibration Report Every Five Years Every Five Years 11/30/2028 Permit Condition No: 10 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 1 Water Use Data Quarterly Monthly 7/31/2025 Well 10 Water Use Data Quarterly Monthly 7/31/2025 Well 11 Water Use Data Quarterly Monthly 7/31/2025 Well 12 Water Use Data Quarterly Monthly 7/31/2025 Well 13 Water Use Data Quarterly Monthly 7/31/2025 Well 14 Water Use Data Quarterly Monthly 7/31/2025 Well 15 Water Use Data Quarterly Monthly 7/31/2025 Well 16 Water Use Data Quarterly Monthly 7/31/2025 Well 17 Water Use Data Quarterly Monthly 7/31/2025 Well 18 Water Use Data Quarterly Monthly 7/31/2025 Well 19 Water Use Data Quarterly Monthly 7/31/2025 Well 2 Water Use Data Quarterly Monthly 7/31/2025 Well 20 Water Use Data Quarterly Monthly 7/31/2025 Well 21 Water Use Data Quarterly Monthly 7/31/2025 Well 22 Water Use Data Quarterly Monthly 7/31/2025 Well 23 Water Use Data Quarterly Monthly 7/31/2025 Well 24 Water Use Data Quarterly Monthly 7/31/2025 Well 25 Water Use Data Quarterly Monthly 7/31/2025 Well 26 Water Use Data Quarterly Monthly 7/31/2025 Well 27 Water Use Data Quarterly Monthly 7/31/2025 Well 28 Water Use Data Quarterly Monthly 7/31/2025 Well 29 Water Use Data Quarterly Monthly 7/31/2025 Well 3 Water Use Data Quarterly Monthly 7/31/2025 Well 30 Water Use Data Quarterly Monthly 7/31/2025 Well 31 Water Use Data Quarterly Monthly 7/31/2025 Well 32 Water Use Data Quarterly Monthly 7/31/2025 Well 33 Water Use Data Quarterly Monthly 7/31/2025 Well 34 Water Use Data Quarterly Monthly 7/31/2025 Well 35 Water Use Data Quarterly Monthly 7/31/2025 Well 36 Water Use Data Quarterly Monthly 7/31/2025 Well 37 Water Use Data Quarterly Monthly 7/31/2025 Well 38 Water Use Data Quarterly Monthly 7/31/2025 Well 39 Water Use Data Quarterly Monthly 7/31/2025 Well 4 Water Use Data Quarterly Monthly 7/31/2025 Well 40 Water Use Data Quarterly Monthly 7/31/2025 Well 41 Water Use Data Quarterly Monthly 7/31/2025 Well 42 Water Use Data Quarterly Monthly 7/31/2025 Well 43 Water Use Data Quarterly Monthly 7/31/2025 Well 44 Water Use Data Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 4 of 13Page 6477 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 45 Water Use Data Quarterly Monthly 7/31/2025 Well 46 Water Use Data Quarterly Monthly 7/31/2025 Well 47 Water Use Data Quarterly Monthly 7/31/2025 Well 48 Water Use Data Quarterly Monthly 7/31/2025 Well 49 Water Use Data Quarterly Monthly 7/31/2025 Well 5 Water Use Data Quarterly Monthly 7/31/2025 Well 6 Water Use Data Quarterly Monthly 7/31/2025 Well 7 Water Use Data Quarterly Monthly 7/31/2025 Well 9 Water Use Data Quarterly Monthly 7/31/2025 Well LH-1 Water Use Data Quarterly Monthly 7/31/2025 Well LH-10 Water Use Data Quarterly Monthly 7/31/2025 Well LH-11 Water Use Data Quarterly Monthly 7/31/2025 Well LH-12 Water Use Data Quarterly Monthly 7/31/2025 Well LH-13 Water Use Data Quarterly Monthly 7/31/2025 Well LH-14 Water Use Data Quarterly Monthly 7/31/2025 Well LH-2 Water Use Data Quarterly Monthly 7/31/2025 Well LH-3 Water Use Data Quarterly Monthly 7/31/2025 Well LH-4 Water Use Data Quarterly Monthly 7/31/2025 Well LH-5 Water Use Data Quarterly Monthly 7/31/2025 Well LH-6 Water Use Data Quarterly Monthly 7/31/2025 Well LH-7 Water Use Data Quarterly Monthly 7/31/2025 Well LH-8 Water Use Data Quarterly Monthly 7/31/2025 Well LH-9 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 1 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 10 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 11 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 12 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 13 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 14 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 15 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 16 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 2 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 3 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 4 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 5 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 6 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 7 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 8 Water Use Data Quarterly Monthly 7/31/2025 Well LTA 9 Water Use Data Quarterly Monthly 7/31/2025 Well RO-101N Water Use Data Quarterly Monthly 7/31/2025 Well RO-102N Water Use Data Quarterly Monthly 7/31/2025 Well RO-109N Water Use Data Quarterly Monthly 7/31/2025 Well RO-10N Water Use Data Quarterly Monthly 7/31/2025 Well RO-10S Water Use Data Quarterly Monthly 7/31/2025 Well RO-114N Water Use Data Quarterly Monthly 7/31/2025 Well RO-115N Water Use Data Quarterly Monthly 7/31/2025 Well RO-116N Water Use Data Quarterly Monthly 7/31/2025 Well RO-117N Water Use Data Quarterly Monthly 7/31/2025 Well RO-118N Water Use Data Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 5 of 13Page 6478 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-119N Water Use Data Quarterly Monthly 7/31/2025 Well RO-11N Water Use Data Quarterly Monthly 7/31/2025 Well RO-11S Water Use Data Quarterly Monthly 7/31/2025 Well RO-120N Water Use Data Quarterly Monthly 7/31/2025 Well RO-12N Water Use Data Quarterly Monthly 7/31/2025 Well RO-12S Water Use Data Quarterly Monthly 7/31/2025 Well RO-13N Water Use Data Quarterly Monthly 7/31/2025 Well RO-13S Water Use Data Quarterly Monthly 7/31/2025 Well RO-14N Water Use Data Quarterly Monthly 7/31/2025 Well RO-14S Water Use Data Quarterly Monthly 7/31/2025 Well RO-15N Water Use Data Quarterly Monthly 7/31/2025 Well RO-15S Water Use Data Quarterly Monthly 7/31/2025 Well RO-16N Water Use Data Quarterly Monthly 7/31/2025 Well RO-16S Water Use Data Quarterly Monthly 7/31/2025 Well RO-17N Water Use Data Quarterly Monthly 7/31/2025 Well RO-17S Water Use Data Quarterly Monthly 7/31/2025 Well RO-18N Water Use Data Quarterly Monthly 7/31/2025 Well RO-18S Water Use Data Quarterly Monthly 7/31/2025 Well RO-19N Water Use Data Quarterly Monthly 7/31/2025 Well RO-19S Water Use Data Quarterly Monthly 7/31/2025 Well RO-1N Water Use Data Quarterly Monthly 7/31/2025 Well RO-1S Water Use Data Quarterly Monthly 7/31/2025 Well RO-20N Water Use Data Quarterly Monthly 7/31/2025 Well RO-20S Water Use Data Quarterly Monthly 7/31/2025 Well RO-21S Water Use Data Quarterly Monthly 7/31/2025 Well RO-22S Water Use Data Quarterly Monthly 7/31/2025 Well RO-23S Water Use Data Quarterly Monthly 7/31/2025 Well RO-24S Water Use Data Quarterly Monthly 7/31/2025 Well RO-25S Water Use Data Quarterly Monthly 7/31/2025 Well RO-26S Water Use Data Quarterly Monthly 7/31/2025 Well RO-27S Water Use Data Quarterly Monthly 7/31/2025 Well RO-28S Water Use Data Quarterly Monthly 7/31/2025 Well RO-29S Water Use Data Quarterly Monthly 7/31/2025 Well RO-2N Water Use Data Quarterly Monthly 7/31/2025 Well RO-2S Water Use Data Quarterly Monthly 7/31/2025 Well RO-30S Water Use Data Quarterly Monthly 7/31/2025 Well RO-31S Water Use Data Quarterly Monthly 7/31/2025 Well RO-33S Water Use Data Quarterly Monthly 7/31/2025 Well RO-34S Water Use Data Quarterly Monthly 7/31/2025 Well RO-35S Water Use Data Quarterly Monthly 7/31/2025 Well RO-36S Water Use Data Quarterly Monthly 7/31/2025 Well RO-37S Water Use Data Quarterly Monthly 7/31/2025 Well RO-38S Water Use Data Quarterly Monthly 7/31/2025 Well RO-39S Water Use Data Quarterly Monthly 7/31/2025 Well RO-3N Water Use Data Quarterly Monthly 7/31/2025 Well RO-3S Water Use Data Quarterly Monthly 7/31/2025 Well RO-40S Water Use Data Quarterly Monthly 7/31/2025 Well RO-41S Water Use Data Quarterly Monthly 7/31/2025 Well RO-42S Water Use Data Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 6 of 13Page 6479 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-43S Water Use Data Quarterly Monthly 7/31/2025 Well RO-44S Water Use Data Quarterly Monthly 7/31/2025 Well RO-45S Water Use Data Quarterly Monthly 7/31/2025 Well RO-4S Water Use Data Quarterly Monthly 7/31/2025 Well RO-5N Water Use Data Quarterly Monthly 7/31/2025 Well RO-5S Water Use Data Quarterly Monthly 7/31/2025 Well RO-6S Water Use Data Quarterly Monthly 7/31/2025 Well RO-7N Water Use Data Quarterly Monthly 7/31/2025 Well RO-7S Water Use Data Quarterly Monthly 7/31/2025 Well RO-8S Water Use Data Quarterly Monthly 7/31/2025 Well RO-9N Water Use Data Quarterly Monthly 7/31/2025 Well RO-9S Water Use Data Quarterly Monthly 7/31/2025 Permit Condition No: 13 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 17D Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 17S Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 39 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 40 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 41 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 42 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 43 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 44 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 45 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 46 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 47 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 48 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well 49 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well CC15D Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well CC15S Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well CC16D Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well CC16S Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-1 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Application # 240711-10 Exhibit 9 Page 7 of 13Page 6480 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well LH-10 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-11 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-12 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-13 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-14 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-2 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-3 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-4 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-5 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-6 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-7 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-8 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LH-9 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 1 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 10 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 11 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 12 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 13 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 2 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 3 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 4 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 5 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 6 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 7 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 8 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well LTA 9 Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Application # 240711-10 Exhibit 9 Page 8 of 13Page 6481 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-43S Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well RO-44S Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Well RO-45S Summary of Groundwater Facilities-Well Completion One time Only One time Only 10/31/2025 Permit Condition No: 14 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Permit Permit Ten Year Compliance Report Every Ten Years Every Ten Years 4/30/2035 Permit Condition No: 18 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Permit Permit Unaccounted for Water Loss Report Yearly Yearly 4/30/2026 Permit Condition No: 22 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Permit Permit Reclaimed Water Report Yearly Yearly 4/30/2026 Permit Condition No: 23 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 17D Ground Water Level Quarterly Monthly 7/31/2025 Well 17S Ground Water Level Quarterly Monthly 7/31/2025 Well CC10D Ground Water Level Quarterly Monthly 7/31/2025 Well CC10S Ground Water Level Quarterly Monthly 7/31/2025 Well CC13D Ground Water Level Quarterly Monthly 7/31/2025 Well CC13S Ground Water Level Quarterly Monthly 7/31/2025 Well CC14D Ground Water Level Quarterly Monthly 7/31/2025 Well CC14S Ground Water Level Quarterly Monthly 7/31/2025 Well CC15D Ground Water Level Quarterly Monthly 7/31/2025 Well CC15S Ground Water Level Quarterly Monthly 7/31/2025 Well CC16D Ground Water Level Quarterly Monthly 7/31/2025 Well CC16S Ground Water Level Quarterly Monthly 7/31/2025 Well CC1D Ground Water Level Quarterly Monthly 7/31/2025 Well CC1S Ground Water Level Quarterly Monthly 7/31/2025 Well CC2D Ground Water Level Quarterly Monthly 7/31/2025 Well CC2S Ground Water Level Quarterly Monthly 7/31/2025 Well CC3D Ground Water Level Quarterly Monthly 7/31/2025 Well CC3S Ground Water Level Quarterly Monthly 7/31/2025 Well CC4D Ground Water Level Quarterly Monthly 7/31/2025 Well CC4S Ground Water Level Quarterly Monthly 7/31/2025 Well CC7D Ground Water Level Quarterly Monthly 7/31/2025 Well CC7S Replacement Ground Water Level Quarterly Monthly 7/31/2025 Permit Condition No: 24 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 1 Chloride Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 9 of 13Page 6482 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well 10 Chloride Quarterly Monthly 7/31/2025 Well 11 Chloride Quarterly Monthly 7/31/2025 Well 12 Chloride Quarterly Monthly 7/31/2025 Well 13 Chloride Quarterly Monthly 7/31/2025 Well 14 Chloride Quarterly Monthly 7/31/2025 Well 15 Chloride Quarterly Monthly 7/31/2025 Well 16 Chloride Quarterly Monthly 7/31/2025 Well 17 Chloride Quarterly Monthly 7/31/2025 Well 17D Chloride Quarterly Monthly 7/31/2025 Well 17S Chloride Quarterly Monthly 7/31/2025 Well 18 Chloride Quarterly Monthly 7/31/2025 Well 19 Chloride Quarterly Monthly 7/31/2025 Well 2 Chloride Quarterly Monthly 7/31/2025 Well 20 Chloride Quarterly Monthly 7/31/2025 Well 21 Chloride Quarterly Monthly 7/31/2025 Well 22 Chloride Quarterly Monthly 7/31/2025 Well 23 Chloride Quarterly Monthly 7/31/2025 Well 24 Chloride Quarterly Monthly 7/31/2025 Well 25 Chloride Quarterly Monthly 7/31/2025 Well 26 Chloride Quarterly Monthly 7/31/2025 Well 27 Chloride Quarterly Monthly 7/31/2025 Well 28 Chloride Quarterly Monthly 7/31/2025 Well 29 Chloride Quarterly Monthly 7/31/2025 Well 3 Chloride Quarterly Monthly 7/31/2025 Well 30 Chloride Quarterly Monthly 7/31/2025 Well 31 Chloride Quarterly Monthly 7/31/2025 Well 32 Chloride Quarterly Monthly 7/31/2025 Well 33 Chloride Quarterly Monthly 7/31/2025 Well 34 Chloride Quarterly Monthly 7/31/2025 Well 35 Chloride Quarterly Monthly 7/31/2025 Well 36 Chloride Quarterly Monthly 7/31/2025 Well 37 Chloride Quarterly Monthly 7/31/2025 Well 38 Chloride Quarterly Monthly 7/31/2025 Well 39 Chloride Quarterly Monthly 7/31/2025 Well 4 Chloride Quarterly Monthly 7/31/2025 Well 40 Chloride Quarterly Monthly 7/31/2025 Well 41 Chloride Quarterly Monthly 7/31/2025 Well 42 Chloride Quarterly Monthly 7/31/2025 Well 43 Chloride Quarterly Monthly 7/31/2025 Well 44 Chloride Quarterly Monthly 7/31/2025 Well 45 Chloride Quarterly Monthly 7/31/2025 Well 46 Chloride Quarterly Monthly 7/31/2025 Well 47 Chloride Quarterly Monthly 7/31/2025 Well 48 Chloride Quarterly Monthly 7/31/2025 Well 49 Chloride Quarterly Monthly 7/31/2025 Well 5 Chloride Quarterly Monthly 7/31/2025 Well 6 Chloride Quarterly Monthly 7/31/2025 Well 7 Chloride Quarterly Monthly 7/31/2025 Well 9 Chloride Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 10 of 13Page 6483 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well CC10D Chloride Quarterly Monthly 7/31/2025 Well CC10S Chloride Quarterly Monthly 7/31/2025 Well CC13D Chloride Quarterly Monthly 7/31/2025 Well CC13S Chloride Quarterly Monthly 7/31/2025 Well CC14D Chloride Quarterly Monthly 7/31/2025 Well CC14S Chloride Quarterly Monthly 7/31/2025 Well CC15D Chloride Quarterly Monthly 7/31/2025 Well CC15S Chloride Quarterly Monthly 7/31/2025 Well CC16D Chloride Quarterly Monthly 7/31/2025 Well CC16S Chloride Quarterly Monthly 7/31/2025 Well CC1D Chloride Quarterly Monthly 7/31/2025 Well CC1S Chloride Quarterly Monthly 7/31/2025 Well CC2D Chloride Quarterly Monthly 7/31/2025 Well CC2S Chloride Quarterly Monthly 7/31/2025 Well CC3D Chloride Quarterly Monthly 7/31/2025 Well CC3S Chloride Quarterly Monthly 7/31/2025 Well CC4D Chloride Quarterly Monthly 7/31/2025 Well CC4S Chloride Quarterly Monthly 7/31/2025 Well CC7D Chloride Quarterly Monthly 7/31/2025 Well CC7S Replacement Chloride Quarterly Monthly 7/31/2025 Well LH-1 Chloride Quarterly Monthly 7/31/2025 Well LH-10 Chloride Quarterly Monthly 7/31/2025 Well LH-11 Chloride Quarterly Monthly 7/31/2025 Well LH-12 Chloride Quarterly Monthly 7/31/2025 Well LH-13 Chloride Quarterly Monthly 7/31/2025 Well LH-14 Chloride Quarterly Monthly 7/31/2025 Well LH-2 Chloride Quarterly Monthly 7/31/2025 Well LH-3 Chloride Quarterly Monthly 7/31/2025 Well LH-4 Chloride Quarterly Monthly 7/31/2025 Well LH-5 Chloride Quarterly Monthly 7/31/2025 Well LH-6 Chloride Quarterly Monthly 7/31/2025 Well LH-7 Chloride Quarterly Monthly 7/31/2025 Well LH-8 Chloride Quarterly Monthly 7/31/2025 Well LH-9 Chloride Quarterly Monthly 7/31/2025 Well LTA 1 Chloride Quarterly Monthly 7/31/2025 Well LTA 13 Chloride Quarterly Monthly 7/31/2025 Well LTA 16 Chloride Quarterly Monthly 7/31/2025 Well LTA 5 Chloride Quarterly Monthly 7/31/2025 Well LTA 7 Chloride Quarterly Monthly 7/31/2025 Well RO-101N Chloride Quarterly Monthly 7/31/2025 Well RO-102N Chloride Quarterly Monthly 7/31/2025 Well RO-109N Chloride Quarterly Monthly 7/31/2025 Well RO-10N Chloride Quarterly Monthly 7/31/2025 Well RO-10S Chloride Quarterly Monthly 7/31/2025 Well RO-114N Chloride Quarterly Monthly 7/31/2025 Well RO-115N Chloride Quarterly Monthly 7/31/2025 Well RO-116N Chloride Quarterly Monthly 7/31/2025 Well RO-117N Chloride Quarterly Monthly 7/31/2025 Well RO-118N Chloride Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 11 of 13Page 6484 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-119N Chloride Quarterly Monthly 7/31/2025 Well RO-11N Chloride Quarterly Monthly 7/31/2025 Well RO-11S Chloride Quarterly Monthly 7/31/2025 Well RO-120N Chloride Quarterly Monthly 7/31/2025 Well RO-12N Chloride Quarterly Monthly 7/31/2025 Well RO-12S Chloride Quarterly Monthly 7/31/2025 Well RO-13N Chloride Quarterly Monthly 7/31/2025 Well RO-13S Chloride Quarterly Monthly 7/31/2025 Well RO-14N Chloride Quarterly Monthly 7/31/2025 Well RO-14S Chloride Quarterly Monthly 7/31/2025 Well RO-15N Chloride Quarterly Monthly 7/31/2025 Well RO-15S Chloride Quarterly Monthly 7/31/2025 Well RO-16N Chloride Quarterly Monthly 7/31/2025 Well RO-16S Chloride Quarterly Monthly 7/31/2025 Well RO-17N Chloride Quarterly Monthly 7/31/2025 Well RO-17S Chloride Quarterly Monthly 7/31/2025 Well RO-18N Chloride Quarterly Monthly 7/31/2025 Well RO-18S Chloride Quarterly Monthly 7/31/2025 Well RO-19N Chloride Quarterly Monthly 7/31/2025 Well RO-19S Chloride Quarterly Monthly 7/31/2025 Well RO-1N Chloride Quarterly Monthly 7/31/2025 Well RO-1S Chloride Quarterly Monthly 7/31/2025 Well RO-20N Chloride Quarterly Monthly 7/31/2025 Well RO-20S Chloride Quarterly Monthly 7/31/2025 Well RO-21S Chloride Quarterly Monthly 7/31/2025 Well RO-22S Chloride Quarterly Monthly 7/31/2025 Well RO-23S Chloride Quarterly Monthly 7/31/2025 Well RO-24S Chloride Quarterly Monthly 7/31/2025 Well RO-25S Chloride Quarterly Monthly 7/31/2025 Well RO-26S Chloride Quarterly Monthly 7/31/2025 Well RO-27S Chloride Quarterly Monthly 7/31/2025 Well RO-28S Chloride Quarterly Monthly 7/31/2025 Well RO-29S Chloride Quarterly Monthly 7/31/2025 Well RO-2N Chloride Quarterly Monthly 7/31/2025 Well RO-2S Chloride Quarterly Monthly 7/31/2025 Well RO-30S Chloride Quarterly Monthly 7/31/2025 Well RO-31S Chloride Quarterly Monthly 7/31/2025 Well RO-33S Chloride Quarterly Monthly 7/31/2025 Well RO-34S Chloride Quarterly Monthly 7/31/2025 Well RO-35S Chloride Quarterly Monthly 7/31/2025 Well RO-36S Chloride Quarterly Monthly 7/31/2025 Well RO-37S Chloride Quarterly Monthly 7/31/2025 Well RO-38S Chloride Quarterly Monthly 7/31/2025 Well RO-39S Chloride Quarterly Monthly 7/31/2025 Well RO-3N Chloride Quarterly Monthly 7/31/2025 Well RO-3S Chloride Quarterly Monthly 7/31/2025 Well RO-40S Chloride Quarterly Monthly 7/31/2025 Well RO-41S Chloride Quarterly Monthly 7/31/2025 Well RO-42S Chloride Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 12 of 13Page 6485 of 14062 Entity Entity Name Requirement Name Submission Frequency Collection Frequency Due Date Well RO-43S Chloride Quarterly Monthly 7/31/2025 Well RO-44S Chloride Quarterly Monthly 7/31/2025 Well RO-45S Chloride Quarterly Monthly 7/31/2025 Well RO-4S Chloride Quarterly Monthly 7/31/2025 Well RO-5N Chloride Quarterly Monthly 7/31/2025 Well RO-5S Chloride Quarterly Monthly 7/31/2025 Well RO-6S Chloride Quarterly Monthly 7/31/2025 Well RO-7N Chloride Quarterly Monthly 7/31/2025 Well RO-7S Chloride Quarterly Monthly 7/31/2025 Well RO-8S Chloride Quarterly Monthly 7/31/2025 Well RO-9N Chloride Quarterly Monthly 7/31/2025 Well RO-9S Chloride Quarterly Monthly 7/31/2025 Application # 240711-10 Exhibit 9 Page 13 of 13Page 6486 of 14062