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03-04-2025 Agenda Packet       MEETING AGENDA City Council REGULAR SESSION CITY COUNCIL March 4, 2025                                 HAL BALDWIN MUNICIPAL COMPLEX COUNCIL CHAMBERS 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 CITY OF SCHERTZ CORE VALUES Do the right thing Do the best you can Treat others the way you want to be treated Work cooperatively as a team    AGENDA TUESDAY, MARCH 4, 2025 at 6:00 p.m.          Call to Order   Opening Prayer and Pledges of Allegiance to the Flags of the United States and State of Texas. (Councilmember Ben Guerrero)   Special Announcements  Hal Baldwin Scholarship   Proclamations   Procurement Month 2025 (Councilmember Guerrero)   311 Recognition Day 2025 (Councilmember Davis)   National Employee Appreciation Day-March 7, 2025 (Mayor Gutierrez)   Employee Introductions   March 4, 2025  City Council Agenda                                Page 1  Employee Introductions   City Secretary: Mellissa Zipp-Records Management Coordinator Engineering: Robert Mickelson-Associate Engineer Police: Crosby Gaines-Public Safety Communications Officer; Daniel Hall-Police Officer Utility Billing: Frank Gomez-Meter Technician   Presentations   City Events and Announcements  Announcements of upcoming City Events (B. James/S. Gonzalez) Announcements and recognitions by the City Manager (S. Williams) Announcements and recognitions by the Mayor (R. Gutierrez )   Hearing of Residents This time is set aside for any person who wishes to address the City Council. Each person should fill out the speaker’s register prior to the meeting. Presentations should be limited to no more than 3 minutes.  All remarks shall be addressed to the Council as a body, and not to any individual member thereof. Any person making personal, impertinent, or slanderous remarks while addressing the Council may be requested to leave the meeting. All handouts and/or USB devices must be submitted to the City Secretary no later than noon on the Monday preceding the meeting.  Handouts will be provided to each Councilmember prior to the start of the meeting by the City Secretary.  All USB devices will be vetted by City IT staff to ensure City property is protected from malware. Discussion by the Council of any item not on the agenda shall be limited to statements of specific factual information given in response to any inquiry, a recitation of existing policy in response to an inquiry, and/or a proposal to place the item on a future agenda. The presiding officer, during the Hearing of Residents portion of the agenda, will call on those persons who have signed up to speak in the order they have registered.   Consent Agenda Items The Consent Agenda is considered self-explanatory and will be enacted by the Council with one motion. There will be no separate discussion of these items unless they are removed from the Consent Agenda upon the request of the Mayor or a Councilmember.   1.Minutes - Approval of the minutes from the Council Meeting on February 18, 2025 (S.Edmondson/S.Courney)   2.Resolution 25-R-031 - Authorizing an Amendment to Memorandum of Understanding with March 4, 2025  City Council Agenda                                Page 2  2.Resolution 25-R-031 - Authorizing an Amendment to Memorandum of Understanding with 502nd Air Base Wing for Law Enforcement Response Assistance and Information Sharing (S.Williams/J.Lowery)   3.Resolution 25-R-028 - Authorizing the acceptance of a grant award for Bullet-Resistant Shields to be purchased to enhance law enforcement's all-hazard response capabilities (S.Williams/J.Lowery/K.Kallies)   Discussion and Action Items   4.Resolution 25-R-021 - Authorizing the approval of a Development Agreement with BFR LLC for the approximately 30 acre tract at FM 1518 and Woman Hollering Road (S.Williams/B.James)   5.Resolution 25-R-005 - Approving a Utility Service Extension Request for the Woman Hollering Townhomes (B.James/K.Woodlee)   6.Tax Increment ReInvestment Zone Board (TIRZ) Appointments/Reappointments (Mayor Gutierrez)   Public Hearings   7.Ordinance 25-S-007- Conduct a public hearing and consider a request for a Specific Use Permit to allow Automobile Repairs and Service, Major in General Business District (GB), on approximately 0.4 acres of land, more specifically known as a portion of Guadalupe County Property Identification Number 121092, generally located 1,092 feet southwest of the intersection of IH-35 N Access Road and FM 1103, City of Schertz, Guadalupe County, Texas (B.James/L.Wood/D.Marquez)   8.Ordinance 25-S-008 – Conduct a public hearing and consider a request to rezone approximately 4.3 acres of land from Manufacturing – Light District (M-1) and Single-Family Residential District (R-6) to General Business District (GB) known as Comal County Property Identification Number 75307, also known as 7444 FM 482, City of Schertz, Comal County, Texas (B.James/L.Wood/S.Haas).   9.Ordinance 25-S-009 - Conduct a public hearing and consider a request for a Specific Use Permit to allow a Nursery, Major on approximately 4.3 acres of land known as Comal County Property Identification Number 75307, also known as 7444 FM 482, City of Schertz, Comal County, Texas (B.James/L.Wood/S.Haas)   10.Ordinance 25-S-010 - Conduct a public hearing and consider an Amendment to the City of Schertz Comprehensive Plan to incorporate updated Water and Wastewater Master Plans (B.James/K.Woodlee) March 4, 2025  City Council Agenda                                Page 3    Workshop   11.Workshop Discussion and Updates on the 89th Legislative Session (S. Gonzalez/L. Klepper)   Information available in City Council Packets - NO DISCUSSION TO OCCUR   12.Monthly Update - Major Projects In Progress/CIP (B.James/K.Woodlee)   Requests and Announcements  Requests by Mayor and Councilmembers for updates or information from Staff     Requests by Mayor and Councilmembers that items or presentations be placed on a future City Council agenda   City and Community Events attended and to be attended (Council)   Adjournment   CERTIFICATION I, SHEILA EDMONDSON, CITY SECRETARY OF THE CITY OF SCHERTZ, TEXAS, DO HEREBY CERTIFY THAT THE ABOVE AGENDA WAS PREPARED AND POSTED ON THE OFFICIAL BULLETIN BOARDS ON THIS THE 27TH DAY OF FEBRUARY 2025 AT 12:15 P.M., WHICH IS A PLACE READILY ACCESSIBLE TO THE PUBLIC AT ALL TIMES AND THAT SAID NOTICE WAS POSTED IN ACCORDANCE WITH CHAPTER 551, TEXAS GOVERNMENT CODE.    SHEILA EDMONDSON    I CERTIFY THAT THE ATTACHED NOTICE AND AGENDA OF ITEMS TO BE CONSIDERED BY THE CITY COUNCIL WAS REMOVED BY ME FROM THE OFFICIAL BULLETIN BOARD ON ________DAY OF ___________________, 2025. TITLE: _______________________________ This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special assistance or have a request for sign interpretative services or other services, please call 210-619-1030. The City Council for the City of Schertz reserves the right to adjourn into closed session at any time during the course of this meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act. Closed Sessions Authorized: This agenda has been reviewed and approved by the City’s legal counsel and the presence of any subject in any Closed Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is conducted by all participants in reliance on this opinion. March 4, 2025  City Council Agenda                                Page 4     COUNCIL COMMITTEE AND LIAISON ASSIGNMENTS     Mayor Gutierrez Member Audit Committee Investment Advisory Committee Main Street Committee Liaison Board of Adjustments Senior Center Advisory Board-Alternate   Councilmember Davis– Place 1 Member Interview Committee  Main Street Committee - Chair TIRZ II Board Liaison Parks & Recreation Advisory Board Schertz Housing Authority Board Transportation Safety Advisory Board Councilmember Watson-Place 2 Member Audit Committee Liaison Library Advisory Board Senior Center Advisory Board Cibolo Valley Local Government Corporation-Ex-Officio                                                                                                   Councilmember Macaluso – Place 3 Member Interview Committee  Hal Baldwin Scholarship Committee Liaison TIRZ II Board Animal Services Advisory Committee   Councilmember Guerrero – Place 4 Member Hal Baldwin Scholarship Committee Investment Advisory Committee Liaison Schertz Historical Preservation Society   Councilmember Westbrook – Place 5 Liaison Schertz-Seguin Local Government Corporation (SSLGC)     Planning and Zoning Commission Schertz Historical Preservation Society Cibolo Valley Local Government Corporation (CVLGC)-Alternate                                                         Councilmember Heyward – Place 6 Member Animal Services Advisory Committee Audit Committee Interview Committee-Chair Investment Advisory Committee Main Street Committee Liaison Building and Standards Commission Economic Development Corporation - Alternate Senior Center Advisory Board Councilmember Brown – Place 7 Member Main Street Committee Schertz-Seguin Local Government Corporation (SSLGC) Liaison Economic Development Corporation March 4, 2025  City Council Agenda                                Page 5         March 4, 2025  City Council Agenda                                Page 6  Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject:Procurement Month 2025 (Councilmember Guerrero) Attachments Procurement Month 2025  National Procurement Month-March 2025 WHEREAS, professional public procurement is crucial for the efficient and effective operation of all governments across the great State of Texas including the City of Schertz; and WHEREAS, public procurement requires specific knowledge and skills, and the City of Schertz Purchasing Department has a dedicated staff of procurement professionals with more than 30 years combined experience; and WHEREAS, these procurement professionals dedicate themselves to providing the best value for every taxpayer dollar by providing high-caliber strategic, logistical, and operational support for the City and dedicating themselves to expanding their knowledge, skills, and abilities for the public good; and WHEREAS, in addition to the purchase of goods and services, public procurement adds value to the organization by performing such functions as executing, implementing, and administering contracts, developing strategic procurement strategies, cultivating working relationships with suppliers and other departments within the organization, and providing Safety and Risk Management Support to City Staff; and WHEREAS, public procurement has tremendous influence on the economic conditions in the City of Schertz, the State of Texas, and indeed across the United States, with cumulative purchasing power running into the billions of dollars; and WHEREAS, the National Institute of Governmental Purchasing (NIGP) has designated the month of March as "Procurement Month" to further expand the awareness of the purchasing professional's role to government officials, the general public, business, and corporate leaders; and NOW, THEREFORE I, RALPH GUTIERREZ, MAYOR OF SCHERTZ, TEXAS, do hereby recognize March 2025 as Procurement Month. I encourage all residents of the City of Schertz to recognize and honor the dedication and hard work that the City of Schertz Purchasing Department provides on a daily basis. IN TESTIMONY WHEREOF, I have signed my name officially and caused the Seal of The City of Schertz to be affixed at Schertz on this the 4th day of March 2025. Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject:311 Recognition Day 2025 (Councilmember Davis) Attachments 311 Appreciation Day  NATIONAL 311 DAY MARCH 11, 2025 WHEREAS, the 311 Call Center provides citizens with a single point of contact for all non- emergency services that can be reported in person, electronically or by any other means of communication; and WHEREAS, since the creation of the 911 emergency system, non-emergency calls have slowed operators’ response times to true emergencies; and WHEREAS, in 1996, Baltimore, Maryland adopted the first 311 system as a way to ease pressure on the overburdened 911 system. The new system freed up emergency phone lines and shortened wait times for emergency calls, helping 911 dispatchers get emergency services to folks that need them more quickly, ultimately saving lives; and WHEREAS, the 311 system also invited the citizens to be the eyes and ears of the city while more closely connecting the public sector to its citizens; and WHEREAS, the City of Schertz has three 311 Customer Relations Representatives who have a combined total of 29 years’ experience. NOW, THEREFORE, I, Ralph Gutierrez, Mayor of the City of Schertz, Texas do hereby proclaim, March 11, 2025, as NATIONAL 311 DAY I encourage all residents of the City of Schertz to recognize and honor the commitment, dedication, and hard work our 311 Staff provides for the citizens of our great city. IN TESTIMONY WHEREOF, I have signed my name officially and caused the Seal of the City of Schertz to be affixed on this the 4th of March 2025. _____________________________________ Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject:National Employee Appreciation Day-March 7, 2025 (Mayor Gutierrez) Agenda No. 1.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject:Minutes - Approval of the minutes from the Council Meeting on February 18, 2025 (S.Edmondson/S.Courney) Attachments Draft Minutes 02-18-2025  D R A F T MINUTES REGULAR MEETING February 18, 2025 A Regular Meeting was held by the Schertz City Council of the City of Schertz, Texas, on February 18, 2025, at 6:00 p.m. in the Hal Baldwin Municipal Complex Council Chambers, 1400 Schertz Parkway, Building #4, Schertz, Texas. The following members present to-wit: Present: Mayor Ralph Gutierrez; Mayor Pro-Tem Allison Heyward; Councilmember Michelle Watson; Councilmember Paul Macaluso; Councilmember Benjamin Guerrero; Councilmember Robert Westbrook; Councilmember Tim Brown Absent: Councilmember Mark Davis Staff present: City Manager Steve Williams; City Attorney Daniel Santee; Deputy City Manager Brian James; Assistant City Manager Sarah Gonzalez; City Secretary Sheila Edmondson; Deputy City Secretary Sheree Courney          Call to Order Mayor Gutierrez called the meeting to order at 6:00 p.m.   Opening Prayer and Pledges of Allegiance to the Flags of the United States and State of Texas. (Councilmember Macaluso) Councilmember Paul Macaluso provided the opening prayer and led the Pledges of Allegiance to the Flags of the United States and State of Texas.   Proclamations   National Engineer's Week-February 16-22, 2025-Engineering Department (Macaluso) Councilmember Paul Macaluso presented the National Engineer's Week-February 16-22, 2025 Proclamation to City Engineer Kathy Woodlee and Assistant City Engineer John Nowak.      Government Communicators Day-February 21, 2025-Public Affairs (Westbrook) Councilmember Robert Westbrook presented the Government Communicators Day-February 21, 2025 Proclamation to Public Affairs Director Linda Klepper, Communications Manager Devan Christensen, and Marketing & Communications Specialist Tatum Hearn.      City Events and Announcements 1 City Events and Announcements Announcements of upcoming City Events (B. James/S. Gonzalez) Deputy City Manager Brian James announced upcoming city events. Announcements and recognitions by the City Manager (S. Williams) City Manager Steve Williams extended kudos to the Schertz Library for receiving the 2024 Achievement of Excellence and Libraries Award from the Texas Municipal Libraries Association, placing them in the top 19% of Public Libraries in the State of Texas. He congratulated HR Director Jessica Kurz for having earned three certifications - Senior Certified Professional from the Public Sector Human Resources Association, Senior Certified Professional Designation from the Society for Human Resources Management, and Senior Professional from the Human Resources Certification Institute. He congratulated Public Affairs for the work they did on the State of the Cities video. Announcements and recognitions by the Mayor (R. Gutierrez) No announcements or recognitions were provided by Mayor Gutierrez.   Hearing of Residents This time is set aside for any person who wishes to address the City Council. Each person should fill out the speaker’s register prior to the meeting. Presentations should be limited to no more than 3 minutes.  All remarks shall be addressed to the Council as a body, and not to any individual member thereof. Any person making personal, impertinent, or slanderous remarks while addressing the Council may be requested to leave the meeting. All handouts and/or USB devices must be submitted to the City Secretary no later than noon on the Monday preceding the meeting.  Handouts will be provided to each Councilmember prior to the start of the meeting by the City Secretary.  All USB devices will be vetted by City IT staff to ensure City property is protected from malware. Mayor Pro-Term Allison Heyward recognized the following residents: Dana Eldridge, 2628 Gallant Fox Drive, who spoke in opposition of the temporary sign ordinance. He asked City Council to vote against the ordinance and not have it on a future agenda. Michele (Micki) Tereletsky, 705 Marilyn Drive, who spoke in opposition of temporary signs.   Consent Agenda Items 2 Consent Agenda Items The Consent Agenda is considered self-explanatory and will be enacted by the Council with one motion. There will be no separate discussion of these items unless they are removed from the Consent Agenda upon the request of the Mayor or a Councilmember.   1.Minutes - Approval of the minutes from the Council Meeting on February 4, 2025 (S.Edmondson/S.Courney)      2.Resolution 25-R-003 – Authorizing a professional services agreement with Kimley-Horn and Associates, Inc. for the design of the Schertz Forest Roadway and Waterline Improvements Project (B.James/K.Woodlee/J.Nowak)      3.Resolution 25-R-022 - Authorizing the Schertz Police Department to apply for the FY 2026 Criminal Justice Grant Program (JAG Grant) (J. Lowery/P. Waller)      4.Resolution 25-R-023 - Authorizing the Schertz Police Department to Purchase and Install Emergency Vehicle Equipment by Farrwest Specialty Vehicles (J. Lowery/P. Waller)      5.Resolution 25-R-008 - Authorizing the purchase of computer equipment from CDW (B.James/D.Hardin/J.Bluebird)      6.Resolution 25-R-004 – Authorizing a professional services agreement with Halff Associates, Inc. for the final design of the Lower Seguin Road Reconstruction Project (B.James/K.Woodlee/J.Nowak)      7.Resolution 25-R-029 - Authorizing an Interlocal Agreement with Guadalupe County for Lease Use of County Facility (S.Williams/J.Lowery) No items were removed for separate action. Mayor Gutierrez asked for a motion to approve Consent Agenda Items #1 - #7.       Moved by Councilmember Tim Brown, seconded by Mayor Pro-Tem Allison Heyward  AYE: Mayor Pro-Tem Allison Heyward, Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Benjamin Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown Other: Councilmember Mark Davis (ABSENT) Passed   Discussion and Action Items 3 Discussion and Action Items   8.Resolution 25-R-027 - Authorizing the Schertz/Seguin Local Government Corporation to issue debt for capital projects (S.Gonzalez/B.James/A.McBride/L.Busch/J.Walters) Mayor Gutierrez recognized Finance Director James Walters who introduced Mr. Mark McLiney and Mr. Jack McLiney of SAMCO Capital Markets. Mr. Mark McLiney stated that they were seeking formal action authorizing Schertz Seguin Local Government Corporation to proceed with their borrowing which is planned for March 5th. He stated Seguin is taking action this evening as well. As a reminder, both City Councils must approve before the corporation can move forward. Mayor Gutierrez opened the floor to Council for discussion. No discussion occurred.       Moved by Mayor Pro-Tem Allison Heyward, seconded by Councilmember Michelle Watson  AYE: Mayor Pro-Tem Allison Heyward, Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Benjamin Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown Other: Councilmember Mark Davis (ABSENT) Passed   9.Resolution 25-R-021 - Authorizing the approval of a Development Agreement with BFR LLC for the approximately 30 acre tract at FM 1518 and Woman Hollering Road (S.Williams/B.James) Item #9 was tabled.      10.Resolution 25-R-005 - Approving a Utility Service Extension Request for the Woman Hollering Townhomes (B.James/K.Woodlee) Item #10 was tabled.      11.Ordinance 25-S-004 - Consider amendments to Part III of the Schertz Code of Ordinances, Unified Development Code (UDC), to Article 11, Section 21.11.6 Prohibited Signs and Section 21.11.17 Temporary Signs (B.James/L.Wood/E.Delgado) Mayor Gutierrez recognized Planning Manager Emily Delgado who provided background information and proposed amendments to the UDC related to Ordinance 25-S-004. Ms. Delgado stated that at the January 7, 2025, meeting that there was a desire among Council to allow feather flags in some capacity. On February 4, 2025, Staff gave another presentation with a new proposal that would allow feather flags,    4 which included a concept of a reoccurring event permit. Ultimately, Council motioned to table the item requesting staff bring back more options. Ms. Delgado presented three options for feather flags specifically. Balloon signs will be prohibited. Ms. Delgado stated staff was seeking direction on what should be incorporated into the full UDC Article revision from Council, but requested no formal action be taken at this time. After much Council discussion, Mayor Gutierrez stated a consensus had been reached and instructed Ms. Delgado to move forward in that regard and no other action would be taken by Council at that time. Mayor Gutierrez further stated Item #11 was postponed.   Workshop   12.Workshop on Schertz PD TCOLE 2024 Racial Profiling Report (S.Williams/J.Lowery) Mayor Gutierrez recognized Schertz Police Chief Jim Lowery who presented the Schertz Police Department TCOLE 2024 Racial Profiling Report. Council asked questions regarding the report and Schertz Policy and Procedures for Training officers. Chief Lowery responded and added closing remarks.      Information available in City Council Packets - NO DISCUSSION TO OCCUR   Requests and Announcements Requests by Mayor and Councilmembers for updates or information from Staff No requests from Mayor or Councilmembers for updates or information from Staff. Requests by Mayor and Councilmembers that items or presentations be placed on a future City Council agenda No requests from Mayor or Councilmembers for items or presentations to be placed on a future City Council agenda. City and Community Events attended and to be attended (Council) Mayor Pro-Tem Allison Heyward participated in the TML webinar on branding and entrepreneurial city, attended the Trailriders lunch, Staff Valentine Breakfast, NEP luncheon, and The Chamber Luncheon. She complimented the staff on their State of the Cities video. Councilmember Paul Macaluso attended The Chamber Luncheon. Councilmember Tim Brown attended The Chamber Luncheon.   Adjournment 5 Adjournment Mayor Gutierrez adjourned the meeting at 7:05 p.m.   _______________________________ Ralph Gutierrez, Mayor ATTEST: ____________________________________ Sheila Edmondson, City Secretary 6 Agenda No. 2.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Police Department Subject: Resolution 25-R-031 - Authorizing an Amendment to Memorandum of Understanding with 502nd Air Base Wing for Law Enforcement Response Assistance and Information Sharing (S.Williams/J.Lowery) BACKGROUND The City of Schertz entered into a MOU with the 502nd Air Base Wing for Law Enforcement Response Assistance and Information Sharing on February 25, 2022.  Due to increased UAS (Unmanned Aircraft System) intrusions at Randolph Air Force Base and Air Forces Northern (AFNORTH) Force Protection Directive 24-002 mandating installation commanders establish MOUs with local law enforcement counter-UAS support by June 1, 2025, there is a need to amend our current MOU. GOAL Obtain authorization for the City Manager to execute an addendum to the current MOU between the 502nd Air BAse Wing and the Schertz PD addressing counter-UAS cooperation. COMMUNITY BENEFIT The proposed addendum clearly defines roles and responsibilities regarding counter-UAS response, enhancing proactive threat mitigation for Randolph AFB and our community. SUMMARY OF RECOMMENDED ACTION Authorize City Manager to execute the addendum to Resolution 22-R-20 regarding Law Enforcement Response Assistance and Information sharing between Schertz PD and the 502nd Air Base Wing. RECOMMENDATION Approve Resolution 25-R-031. Attachments Resolution 25-R-031 with attachments  RESOLUTION NO. 25-R-031 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AUTHORIZING AN AMENDMENT TO A MEMO OF UNDERSTANDING (MOU) BETWEEN THE 502ND AIR BASE WING AND THBE SCHERTZ POLICE DEPARTMENT FOR LAW ENFORCEMENT RESPONSE ASSISTANCE AND INFORMATION SHARING. WHEREAS, the 502nd Air Base Wing and the Shertz Police Department previously entered into a MOU for Law Enforcement Response Assistance and Information Sharing on February 25, 2022; and WHEREAS, the MOU provides documentation for interoperability supports between the 502nd Air Base Wing and Schertz Police Department to outline response procedures; and WHEREAS, the City of Schertz and the 502nd Air Base Wing desire to amend the MOU on the terms and conditions contained herein. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes the City Manager to amend and extend the Memo of Understanding with the 502nd Air Base Wing (attached hereto as Exhibit A). Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND ADOPTED, this ____ day of _______, 2025. CITY OF SCHERTZ, TEXAS ________________________________ Ralph Gutierrez, Mayor ATTEST: _______________________________ Sheila Edmondson, City Secretary EXHIBIT A (Addendum MOU for Law enforcement Response Assistance and Information Sharing) DEPARTMENT OF THE AIR FORCE 502D AIR BASE WING JOINT BASE SAN ANTONIO 26 Feb 25 MEMORANDUM FOR SCHERTZ POLICE DEPARTMENT FROM: 502 ABW/CC SUBJECT: Addendum Request to Existing Memorandum of Understanding for Law Enforcement Response Assistance and Information Sharing (Agreement # FB3089-22056-038) 1. The 502d Air Base Wing is seeking an addendum to the above referenced Memorandum of Understanding with the Schertz Police Department (SZPD) regarding support with Unmanned Aerial Systems (UAS) response. Title 18 United States Code, Section 795, Photographing and Sketching Defense Installations: It is unlawful to make any photograph, sketch, picture, drawing, map, or graphical representation of vital military installations without base commander approval and whoever violates this section shall be fined or imprisoned not more than one year, or both. Additionally, Title 18, United States Code, Section 796, Use of Aircraft for Photographing Defense Installations; Whoever uses or permits the use of an aircraft or any contrivance used, or designed for navigation or flight in the air, for the purpose of making a photograph, sketch, picture, drawing, map, or graphical representation of vital military or naval installations or equipment, in violation of Section 795 of this title, shall be fined under this title or imprisoned not more than one year, or both. 2. The 502d Air Base Wing is seeking to add the below verbiage into the existing Memorandum of Understanding (Agreement # FB3089-22056-038) to obtain the Schertz Police Department (SZPD) assistance: (Add) 3.5.11. SZPD agrees to support the 502d Security Forces Group (502 SFG) in their investigation with Unmanned Aerial Systems (UAS) sightings when patrols are available. It may be assumed that some UAS operators will not be within the Federal jurisdictional boundary of the 502 SFG, which necessitates the need for collaboration between agencies to deter, detect, and investigate incidents of this nature. When appropriate, SZPD should undertake enforcement actions to stop unauthorized or unsafe UAS operations near JBSA installations, as stated in Title 18 USC, Section 795 – Photographing and Sketching defense installations, and Title 18 USC, Section 796 – Use of aircraft for photographing defense installations. Refer to paragraph 3.5.1. for intelligence gathering. 3. If agreed, the above paragraph (3.5.11.) will be inserted into the existing MOU upon its annual or triennial review. In the interim, this memorandum will serve as the addendum for all parties upon signatory agreement of the below parties. 4. This addendum memorandum will become effective upon the date after the last party signs. STEVE WILLIAMS RANDY P. OAKLAND City Manager, City of Schertz Brigadier General, USAF Commander Date: ______________________________ Date: ___________________________ Mission ~ Wingman ~ Partners Agenda No. 3.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Police Department Subject: Resolution 25-R-028 - Authorizing the acceptance of a grant award for Bullet-Resistant Shields to be purchased to enhance law enforcement's all-hazard response capabilities (S.Williams/J.Lowery/K.Kallies) BACKGROUND Ballistic shields provide officers with cover and additional ballistic protection needed during high-risk situations where officers must approach potentially armed subjects. SZPD has limited, or at times, no access to ballistic shields if a high-risk incident occurs within the city, school campuses, or surrounding secondary response areas. SZPD's priority will be to equip supervisors on each shift with a new generation ballistic shield, that provides higher ballistic protection and is much lighter, and that can be immediately and readily available for utilization during critical situations in the community or schools. SZPD applied for this grant in February 2024 (24-R-18).  GOAL SZPD's goal of this project is to equip uniformed officers with higher ballistic protection that is much lighter with new generation protective ballistic shields.  COMMUNITY BENEFIT Increases the department's response capabilities while improving officer and community safety by providing funds not currently available in City budget to purchase this much needed safety equipment.  SUMMARY OF RECOMMENDED ACTION Approval of grant acceptance will allow the purchase process to begin in accordance with Texas Local Government Code and the City of Schertz Purchasing Policy. The amount awarded for the project is $43,000.00 of which there is a 0% required grant match. RECOMMENDATION Approve Resolution 25-R-028. Attachments 25-R-028  RESOLUTION 25-R-028 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS ACCEPTING A GRANT AWARD FROM THE OFFICE OF THE GOVERNOR (OOG) TO A BULLET-RESISTANT SHIELD GRANT PROGRAM FOR ASSISTANCE TO PURCHASE EQUIPMENT ENHANCING ALL-HAZARDS RESPONSE CAPABILIITES. WHEREAS, Schertz City Council approved Resolution 24-R-18 on February 20, 2024, authorizing  the  grant  application  for  the  Bullet-Resistant  Shield  Grant  Program  that  allows eligible entities to file grants to fund projects that address hazards, demonstrate the greatest community  benefit  including  high  Benefit  Cost  Analysis  (BCA)  and  verifiable  population directly served or benefiting from the proposed project to include equipping each officer with bullet-resistant shields; and WHEREAS, this Resolution will repeal and replace Resolution 24-R-18; and WHEREAS, the City of Schertz has agreed that in the event of loss or misuse of the grant funds, the City of Schertz assures that the grant funds will be returned in full to the Office of the Governor (OOG); and WHEREAS,  Schertz  desires  to  accept  the  FY25  grant  award  and  use  all  funds  for purposes in compliance with the grant program requirement, and purchase the bullet-resistant shields for the City of Schertz Peace Officers; and WHEREAS,  purchases  of  materials,  supplies,  goods,  services  or  equipment  made  in accordance with Texas Local Government Code Chapter 271, Subchapter F and the City of Schertz Purchasing Policy satisfy the requirement of a local government to seek competitive bids for the purchase of the goods or services; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1.The City Council hereby accepts the grant from the Office of the Governor (OOG)  and  designates  Steve  Williams,  Schertz  City  Manager,  as  the  Authorized  Official  to apply for, accept, decline, modify, or cancel the grant application for the Bullet-Resistant Shield Grant Program and all other necessary documents to accept said grant (attached hereto as Exhibit A). Section 2.James Lowery, Schertz Police Chief, is designated as the Project Director and James Walters, is designated as the Financial Officer for this grant. Section 3.The amount awarded for the project is $43,000 of which there is a 0% required grant match. Section 4.The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 5.All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 6.This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 7.If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such  provision  to  other  persons  and  circumstances  shall  nevertheless  be  valid,  and  the  City Council  hereby  declares  that  this  Resolution  would  have  been  enacted  without  such  invalid provision. Section 8.It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 9.This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND ADOPTED, this _________  day of ______________, 2025. CITY OF SCHERTZ, TEXAS Mayor, Ralph Gutierrez ATTEST: City Secretary, Sheila Edmondson EXHIBIT A Statement of Grant Award From Office of Governor Agenda No. 4.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject: Resolution 25-R-021 - Authorizing the approval of a Development Agreement with BFR LLC for the approximately 30 acre tract at FM 1518 and Woman Hollering Road (S.Williams/B.James) BACKGROUND Staff is recommending City Council authorize a Development Agreement with BFR LLC. The agreement commits the City to providing water and sewer service to their property, an approximately 30 acre tract located at the northeast corner of Woman Hollering Road and FM 1518,  that is currently in the City's Extraterritorial Jurisdiction (ETJ) and to limit city water and sewer impact fees to the amount currently being charged. Additionally, it provides that the proposed use of the property, a multi-family complex, be an allowed use. The owner agrees to petition for voluntary annexation once the project has been constructed. In an effort to keep this item and the request for water and sewer service moving forward, staff has placed this item and agreement on the agenda prior to a full review having been completed by the owner and the City Attorney. As such updates may be provided prior to the meeting. GOAL Authorize a Development Agreement to provide for the orderly growth and development of property. COMMUNITY BENEFIT Provides for the orderly growth and development of property that allows for the City to better plan for infrastructure needs. SUMMARY OF RECOMMENDED ACTION Approval of Resolution 25-R-021 authorizing a Development Agreement with BFR LLC the owner of an approximately 30 acre tract at the corner of FM 1518 and Woman Hollering Road.  RECOMMENDATION Approval of Resolution 25-R-021. Attachments Resolution 25-R-021 w attachment  Agenda No. 5.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject:Resolution 25-R-005 - Approving a Utility Service Extension Request for the Woman Hollering Townhomes (B.James/K.Woodlee) BACKGROUND When a property within the City Limits of the City of Schertz is proposed for development and is within the City's area of Certificate of Convenience and Necessity (CCN), the connection to the City's water and/or wastewater utilities is reviewed and processed through established procedures of the platting process.  In the past, when a property outside the City Limits was proposed for development and there was a need for City water and/or wastewater service, it was required that the property be annexed into the City.  Subsequent to annexation, the platting process would take place.  The City cannnot require annexation as a condition to provide utility services to a property within its CCN. As a result the UDC was amended via Ordinance 24-S-14 to instead require that the developer submit a request for Utility Service Extension.  According to the UDC, authority to approve the request lies with City Council.  Once approved, the developer may submit for permits to construct the necessary improvements in order to be served by the City's utility infrastructure. The proposed development is approximately 30.48 acres situated along FM 1518 on the north side of its intersection with Woman Hollering Road (12535 Woman Hollering Road).  The developer proposes to construct a multifamily or townhome development with up to 230 living unit equivalents (LUEs) and desires to connect to public water and wastewater systems.  Staff has evaluated the request based on existing water and wastewater facilities, flows expected to be generated by the proposed development, and the projection of other future flows from the vicinity.  Adequate capacity in both the water distribution system and the wastewater collection system currently exists to serve the development.  The following criteria should be considered for final action determination. 1.  Whether the proposed development to be served by the extension is consistent with the Comprehensive Land Plan.  The property lies within areas designated as Complete Neighborhood and Local Corridor.  A mixture of housing types and multifamily developments are identified as appropriate in those areas.  2.  Whether the extension is proposed to be constructed in accordance with all applicable City ordinances, resolutions, regulations, and standards.  The utility extensions and connections will be constructed in accordance with applicable City standards.  3.  Whether it is feasible to annex the property, and any intervening property which is needed for utility rights-of-way, into the City.  If requested by the property owner, the property could be annexed into the City.  No additional rights-of-way across the property are currently identified as being needed.  It is also of note that the property owner proposes to enter into an agreement for annexation after certain milestones occur.  4.  Whether the utility extension would compromise the City's ability to timely provide adequate water or wastewater facilities to property inside the City.  The proposed extensions are not expected to compromise the City's ability to provide timely and adequate water or wastewater facilities to property inside the City Limits.  5.  Whether the utility extension will lead to premature development that cannot be served efficiently and timely by roadway, drainage, or park facilities.  The proposed extensions will not lead to premature development that cannot be served by existing roadway, drainage, or park facilities.  6.  Whether the utility extension is financially feasible given the proposed means of financing the extension.  The proposed extensions will be paid for by the developer.  7.  Whether the utility extension will lead to significant degradation of water quality or other environmental resources, either from construction of the water or wastewater improvements, development of the property owner's land, or development of other land that may be served through the extended facilities.  The proposed extensions are not expected to lead to significant degradation of environmental resources.  8.  Whether the property owner proposes to extend wastewater facilities without utilizing City water facilities.  The property owner proposes to extend and be served by both City wastewater and City water facilities.  9.  The extent to which the proposed agreement promotes the health, safety, or general welfare of the City and the safe, orderly, efficient and healthful development of the City.  By following City standards and extending utilities to provide for future extension beyond the proposed development, the extensions and proposed development of the property will allow for orderly development and is not expected to jeopardize the safe, efficient, and healthful development of the City.  A development agreement is also being proposed to include annexation of the property after certain milestones of development have been met.   In conjunction with this item, staff has worked with the property owner on a Development Agreement, Resolution 25-R-021. GOAL The goal of the resolution is the approval of the water and wastewater Utility Extension Request for the proposed development known as the Woman Hollering Townhomes. COMMUNITY BENEFIT By allowing the extension of public utilities to the proposed Woman Hollering Townhome development, a short extension of the sanitary sewer main will be constructed to provide a connection point for several parcels within the City's CCN and the City Limits.  Also, without approval of the service extension request, the property might still be developed, although at a lower density but with on-site septic facilities which are not desirable if public facilities are nearby and accessible.  The property owner has also agreed to be annexed into the City Limits once certain development steps are completed. SUMMARY OF RECOMMENDED ACTION Staff recommends that Council approve the request for Utility Service Extension for City of Schertz Public Water and Wastewater infrastructure to the proposed Woman Hollering Townhomes project along with the proposed development agreement with the property owner. RECOMMENDATION Approve Resolution 25-R-005. Attachments Resolution 25-R-005  Vicinity Map  Utility Service Extension Request  RESOLUTION NO. 25-R-005 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, APPROVING A UTILITY SERVICE EXTENSION REQUEST FOR WATER AND WASTEWATER UTILITIES TO THE PROJECT KNOWN AS THE WOMAN HOLLERING TOWNHOMES WHEREAS, the City of Schertz (the “City”) provides retail water and wastewater service under Certificates of Convenience and Necessity (CCNs) issued by the Public Utility Commission of Texas (PUC) to certain areas in Bexar County; and WHEREAS, the property on the north side of the intersection of Woman Hollering Road and FM 1518 is outside the City Limits of the City but within the City’s water and wastewater CCNs; and WHEREAS, the developer of the property on the north side of the intersection of Woman Hollering Road and FM 1518 (12535 Woman Hollering Road) proposes a project known as the Woman Hollering Townhomes and has submitted a Utility Service Extension Request to be served by City water and wastewater without being annexed into the City; and WHEREAS, the City Council has determined that the criteria for approval of the Utility Service Extension Request as set forth in Unified Development Code (UDC) Section 21.4.11 are being met. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1.The City Council hereby approves the Utility Service Extension Request for the project known as the Woman Hollering Townhomes thereby allowing the submittal of applications for, construction of, and connection to City water and wastewater utilities for up to 230 living unit equivalents (LUEs). Section 2.The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3.All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4.This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5.If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6.It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7.This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND ADOPTED, this __ day of _________________, 2025. CITY OF SCHERTZ, TEXAS Ralph Gutierrez, Mayor ATTEST: Sheila Edmondson, City Secretary (CITY SEAL) 5113 Southwest Parkway, Suite 260, Austin, Texas 78735 T: 512.899.0601 Firm Registration No. F-786 www.malonewheeler.com May 21st, 2024 City of Schertz Attn: Kathryn Woodlee City Engineer 11 Commercial Place Schertz, TX 78154 Re: Woman Hollering Townhomes – Service Extension Request (SER) Ms. Woodlee, The Woman Hollering project is located in a 30.48-acre tract at 12535 Woman Hollering Road, in the Extraterritorial Jurisdiction of the City of Schertz, Texas. The property is located west of FM 1518 and north of Woman Hollering Road, a private roadway owned by a third-party individual in the Tom Williams subdivision. The subject tract used to have an existing single-family home that was recently demolished. The property is currently vacant/undeveloped and is proposed to be developed with up to 230 residential units, which could be townhomes or apartments with a proposed clubhouse, which would equal but not exceed 230 LUEs. No subdivision of the land is being proposed; the City of Schertz issued a “Certificate of Determination” in March 13, 2023 acknowledging that the City will not require platting given that the property is located in the ETJ. This letter is being submitted to serve as the Service Extension Request (SER) for water (domestic, irrigation and fire flow) and wastewater services for this project. Per previous discussions with City staff, no water line extension will be required along Woman Hollering Road, a private dead-end road, where an existing 4” water line is already in place serving the properties in the cul-de-sac, and where no additional development is feasible due to the nature of the lot and street layout. A water meter is proposed to connect to the existing City of Schertz 12” water line on the west side of FM 1518 to serve the proposed Woman Hollering development; the proposed water meter size will be determined with site plan design when fixture unit counts become available. For wastewater service, an 8” wastewater line is proposed to be extended along the property’s frontage on the west side of FM 1518 and connect to the existing City of Schertz wastewater system on the east side of FM 1518. Per the wastewater analysis performed, the proposed 8” line will have adequate capacity to handle the 230 LUEs and estimated I&I (16,100 gpd) for the Woman Hollering development. An exhibit showing the proposed wastewater line extension and water meter is included with this submittal. A “Will Serve Letter” was issued by the City of Schertz on December 6th, 2022, confirming the City’s availability to provide water and wastewater services for the Woman Hollering project. This SER is being submitted as the next step in the development process to show the proposed public improvements and confirm that water and wastewater capacity will be reserved in the City’s public utility systems for the requested 230 LUEs that are anticipated for the project. Should there be any questions or comments, please do not hesitate to contact me via email at claudiam@malonewheeler.com or by phone at 512-618-0437. Thank you for your efforts on this project. Firm Registration No. F-786 www.malonewheeler.com Sincerely, Malone Wheeler, Inc. Claudia Morlotti, E.I.T. Assistant Project Manager Agenda No. 6.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:City Secretary Subject:Tax Increment ReInvestment Zone Board (TIRZ) Appointments/Reappointments (Mayor Gutierrez) BACKGROUND Tax Increment Reinvestment Zones (TIRZs) are special zones created by City Council to attract new investment in an area. These zones help finance costs of redevelopment and promote growth in areas that would otherwise not attract sufficient market development in a timely manner. The City of Schertz Tax Increment Reinvestment Zone (TIRZ) Board consists of nine Board Members. Five of the nine board members have terms that will expire on March 31, 2025. Mr. Michael Dahle and Ms. Jill Whittaker, who are currently serving on the TIRZ Board, are not seeking reappointment. Mr Clark McChesney, Jr.. has submitted a volunteer application and would like to be considered for reappointment.  The City Council has historically appointed members to the TIRZ Board via resolution.  *Currently, Councilmember Paul Macaluso is the TIRZ Board Council Liaison. Attachments TIRZ Roster-current  REINVESTMENT ZONE NUMBER TWO, CITY OF SCHERTZ, TEXAS BOARD OF DIRECTORS 2024-2025 NAME APPOINTED TERM ENDS Michael Dahle (C) Schertz March 31, 2025- not seeking reappointment Mark Davis (VC) Schertz March 31, 2025 Clark McChesney, Jr. Schertz March 31,2025-submitted volunteer application for reappointment Jill Whittaker Schertz March 31,2025 – not seeking reappointment Gary Inmon Schertz March 31, 2025 Bradford Pittenger Schertz March 31, 2025 Manuel Leal (Bexar County Manager) 01-31-2026 Government Relations Office Member 101 W. Nueva, Suite 1029 San Antonio, TX 78205 Tommy Calvert (Bexar County Member) 01-31-2026 Commission Precinct 4, Bexar County Member 101 W. Nueva, Suite 1029 San Antonio, TX 78205 Rick Trefzer (Deputy General Manager) SARA 100 E. Guenther St. San Antonio, TX 78204 Vacant Legislative Member Vacant Legislative Member Agenda No. 7.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Planning & Community Development Subject: Ordinance 25-S-007- Conduct a public hearing and consider a request for a Specific Use Permit to allow Automobile Repairs and Service, Major in General Business District (GB), on approximately 0.4 acres of land, more specifically known as a portion of Guadalupe County Property Identification Number 121092, generally located 1,092 feet southwest of the intersection of IH-35 N Access Road and FM 1103, City of Schertz, Guadalupe County, Texas (B.James/L.Wood/D.Marquez) BACKGROUND The applicant is requesting a Specific Use Permit to allow Automobile Repairs and Service, Major in General Business District (GB) on approximately 0.4 acres of land. The proposed use is currently operating at the Rancho Vista Campground located at FM 1103 and the applicant would like to come into full compliance and take the necessary steps to obtain a certificate of occupancy. As per UDC Article 16, Automobile Repair and Service, Major is defined as general repairs or reconditioning of engines, air-conditioning systems, and transmissions for motor vehicles; wrecker or towing service with on-site storage of vehicles; collision services including body, frame, or fender straightening or repair; customizing; painting; vehicle steam cleaning; tire retreading; muffler services; upholstery shop; insurance estimations with on-site storage; undercoating and rust proofing, and other similar uses. On January 22, 2025, eighteen (18) public hearing notices were mailed to the surrounding properties within a 200-foot notification boundary of the subject property. At the time of the staff report, zero (0) responses in favor, zero (0) responses neutral, and two (2) responses in opposition have been received. A public hearing notice was published in the "San Antonio Express" on February 12, 2025. Additionally, one (1) sign was placed on the subject property by the applicant. The Planning and Zoning Commission held a public hearing for the item on February 5, 2025. The City of Schertz Fire, EMS, and Police Departments have been notified of the proposed zone change and did not provide objections. The subject property was annexed into the City of Schertz in 1988 with Ordinance 88-A-22. The Rancho Vista Campground Plat was recorded in 1986 with the county. The Rancho Vista Campground was established in 1986 per the plat and has been in operation since at least 1995, per aerial images available online. The metal building that the applicant occupies for Alamo Food Trailers has been on the subject property since at least 1995. The existing Schertz RV Park is a legal nonconforming use. At the time of annexation, the property was designated as Pre-Development District (PRE). The property is currently zoned as General Business District (GB), which does not allow for a Recreational Vehicle Park or Storage. Per the Comprehensive Plan, FM 1103, and adjacent uses and zoning, the existing General Business District is appropriate for the area. Alamo Food Trailers is requesting to occupy a portion of the General Business District (GB) zoned property with a Specific Use Permit to allow Automobile Repair and Service, Major. The current business, Alamo Food Trailers, was discovered to be operating at Schertz RV Park and Storage when a code enforcement case was opened at the RV Park for not having a certificate of occupancy in June 2023. The RV Park applied for a Certificate of Occupancy in August 2023 and since then has received a Certificate of Occupancy. The applicant claims the business has been in operation for a year at the subject location and that the building was empty before their occupation. Alamo Food Trailers is an illegal business without a certificate of occupancy. The applicant submitted a Certificate of Occupancy permit for Alamo Food Trailers on February 21, 2024. On March 6, 2024, they were notified during the review of the application that their proposed use was not allowed at the subject location with the existing zoning of the General Business District. The Specific Use Permit application was initially submitted on October 29, 2024. The application was deemed complete, reviewed by all departments, and ready for a Planning and Zoning Commission Hearing on December 30, 2024. GOAL The applicant is requesting a Specific Use Permit on approximately 0.4 acres of land to allow Automobile Repairs and Service, Major in General Business District (GB). As per the letter of intent, Alamo Food Trailers, the proposed business offers services that include custom design and construction, repair, and renovation of food trailers with the capacity to perform electrical, structural, and fabrication work. COMMUNITY BENEFIT It is the City’s desire to promote safe, orderly, efficient development and ensure compliance with the City’s vision of future growth. SUMMARY OF RECOMMENDED ACTION When evaluating Specific Use Permits, Staff uses the criteria listed in UDC Section 21.5.11.D. The criteria are listed below: 1. The proposed use at the specified location is consistent with the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans.The proposed Specific Use Permit is consistent with the policies of the Comprehensive Land Plan. The subject property is designated as Local Corridor in the Comprehensive Land Use Plan- Future Land Use Map. Local Corridor is described as areas with locally oriented commercial and entertainment situated along medium to high-volume collector roads with neighborhoods at the perimeter. When considering zone changes in Local Corridor, the scale and intensity of the uses allowed within the proposed zoning shall be of scale and intensity that is compatible with the surrounding residential neighborhoods.The proposed Specific Use Permit is consistent with the policies of the Comprehensive Plan as it meets the scale and intensity of the immediately surrounding area.The subject property is located along FM 1103, which is a Principal Arterial. To the north of the subject property is an existing Recreational Vehicle Park and to the South is a property with an approved Specific Use Permit to allow Automobile Repairs, Major in General Business District (GB). 2. The proposed use is consistent with the general purpose and intent of the applicable zoning district regulations. General Business District (GB) is intended for non-residential uses which offer a wide variety of retail and service establishments that are generally oriented toward serving the overall needs of the entire community and that are located on appropriately designed principal transportation corridors. The proposed Specific Use Permit to allow Automobile Repairs and Service, Major is located along FM 1103, which is a major transportation corridor. Additional screening requirements will be required along the property line that is adjacent to residential zoning and uses.  Table 21.5.7.B Dimensional Requirements for Non-Residential Zoning Districts Minimum Lot Size Dimensions Minimum Yard Setbacks Miscellaneous Lot Requirements Code Zoning District Area Sq.Ft. Width Ft. Depth Ft. Front Ft. Rear Adjacent to non-Residential Rear Adjacent to Residential Side Adjacent to Non-Residential Side Adjacent to Residential Maximum Height Maximum Impervious Coverage GB General Business 10,000 100 100 25 0 25 0 25 120 80% 3. The proposed use is compatible with and preserves the character and integrity of adjacent developments and neighborhoods. The proposed Specific Use Permit to allow Automobile Repairs and Service, Major, is compatible with the adjacent developments in the area as similar uses are operating along FM 1103. To the north of the subject property is an existing and operating Recreational Vehicle Park. To the south of the subject property, there is an existing and approved Specific Use Permit to allow Automobile Repairs, Major for the operating Total True Automotive FM1103. 4. The proposed use will not adversely affect the overall health, safety, or general welfare of the City.The proposed use will not adversely affect the health, safety, or general welfare of the City. The Specific Use Permit is the first step for Alamo Food Trailers to come into compliance. If the Specific Use Permit is approved, the applicant will still need to submit and apply for the subsequent development applications to receive a certificate of occupancy. The subject property will need to meet all site design requirements and building code requirements. This includes but is not limited to the additional screening required adjacent to residential zoning and uses, asphalt or concrete parking, and meeting all building code standards. Additionally, the entrance for the subject property is located along FM 1103.The subject property is located along FM 1103, which is a TXDOT road. FM 1103 is identified as a Principal Arterial in the Master Thoroughfare Plan with 120 to 130 feet of right-of-way. 5. Whether other factors are deemed relevant and important in the consideration of the Specific Use Permit. The Planning and Zoning Commission and City Council have not provided additional criteria for consideration of the Specific Use Permit.Alamo Food Trailers is a business that exists at the subject location, but an approved Specific Use Permit to allow Automobile Repairs and Service, Major is the first step in the process towards full compliance. The applicant would still need to submit the required development applications which include, but are not limited to site plan applications and building permit applications to obtain a certificate of occupancy. RECOMMENDATION Staff Recommendation: Staff recommends approval of the requested Specific Use Permit to allow Automobile Repair and Service, Major in General Business District (GB), conditioned upon the following: 1. Prior to a Certificate of Occupancy being issued, the site will need to be brought into full compliance with the UDC Site Design requirements including but not limited to screening adjacent to residential zoning and uses and parking requirements. 2. A building permit is approved within (2) years of the adoption of the Specific Use Permit Ordinance in accordance with Unified Development Code Article 5, Section 21.5.11.F Expiration of Specific Use Permit. Planning and Zoning Commission Recommendation: The Planning and Zoning Commission met on February 5, 2025, and made a recommendation of approval with conditions as presented by Staff, to City Council with a unanimous vote. Attachments Ordinance 25-S-007 With Attachments  Aerial Exhibit  Notification Map  Public Hearing Responses  City Council Presentation Slides  ORDINANCE 25-S-007 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS TO APPROVE A SPECIFIC USE PERMIT TO ALLOW FOR AUTOMOBILE REPAIRS AND SERVICE, MAJOR ON APPROXIMATELY 0.4 ACRES OF LAND KNOWN AS A PORTION OF GUADALUPE COUNTY PROPERTY IDENTIFICATION NUMBER 121092, GENERALLY LOCATED 1,092 FEET SOUTHWEST OF THE INTERSECTION OF IH 35 N ACCESS ROAD AND FM 1103, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS. WHEREAS, an application for a Specific Use Permit request to allow Automobile Repairs and Service, Major on approximately 0.4 acres of land known as a portion of Guadalupe County property identification number 121092, located approximately 1,092 feet Southwest of the intersection of IH 35 N Access Road and FM 1103 more specifically described in the Exhibit A attached herein (herein, the “Property”) has been filed with the City; and WHEREAS, the City’s Unified Development Code Section 21.5.11.D. provides for certain criteria to be considered by the Planning and Zoning Commission in making recommendations to City Council and by City Council in considering final action on a requested specific use permit (the “Criteria”); and WHEREAS, on February 5, 2025, the Planning and Zoning Commission conducted a public hearing and, after considering the Criteria, made a recommendation to City Council to approve the requested specific use permit for Automobile Repairs and Service, Major; and WHEREAS, on March 4, 2025, the City Council conducted a public hearing and after considering the Criteria and recommendation by the Planning and Zoning Commission, determined that the requested specific use permit for Automobile Repairs and Service, Major be approved as provided for herein. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. A specific use permit for a portion of Guadalupe Property Identification Number 121092, more particularly described in the attached Exhibit A, is hereby approved to allow Automobile Repairs and Service, Major conditioned upon the following occurring: a) Prior to a Certificate of Occupancy being issued, the site will need to be brought into full compliance with the UDC Site Design requirements including but not limited to screening adjacent to residential zoning and uses and parking. b) A building permit is approved within (2) years of the adoption of the Specific Use Permit Ordinance in accordance with Unified Development Code Article 5, Section 21.5.11.F Expiration of Specific Use Permit. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part of the judgment and findings of the Council. Section 3. All ordinances and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as to the mat ters resolved herein. Section 4. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 7. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 8. This Ordinance shall be cumulative of all other ordinances of the City of Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby repealed. PASSED and APPROVED on this ____day of ________ 2025. CITY OF SCHERTZ, TEXAS _____________________________ Ralph Gutierrez, Mayor ATTEST: Sheila Edmondson, City Secretary Exhibit “A” Specific Use Permit Exhibit FM 1103 TIMBER S P G S HIGHTR A I L R D HOLLO W R D G FOUNTA I N G A T E C O R R I D O R O A K S 4 C o m a l C o u n t y G u a d a l u p e C o u n t y R- 7 R- 7 R- 7 R- 7 R- 7 GB GB R- 7 R- 7 HOLLO W R D G F O R T U N E H I L L H A R R I S O N O A K S A S H W O O D R D TIMBE R S P G S FOUNT A I N G A T E HIGHTR A I L R D FM 110 3 0 15 0 30 0 45 0 75 Fe e t Pr o p o s e d S p e c i a l U s e Au t o m o b i l e R e p a i r s & S e r v i c e , M a j o r La s t U p d a t e : D e c e m b e r 3 0 , 2 0 2 4 Ci t y o f S c h e r t z | g i s @ s c h e r t z . c o m Th i s p r o d u c t i s f o r i n f o r m a t i o n a l p u r p o s e s a n d m a y n o t h a v e b e e n p r e p a r e d f o r o r b e su i t a b l e f o r l e g a l , e n g i n e e r i n g , o r s u r v e y i n g p u r p o s e s . I t d o e s n o t r e p r e s e n t a n o n - t h e - g r o u n d su r v e y a n d r e p r e s e n t s o n l y t h e a p p r o x i m a t e r e l a t i v e l o c a t i o n o f p r o p e r t y b o u n d a r i e s . AL A M O F O O D TR A I L E R S Specific Use Permit for Alamo Food Trailers PLSPU20240273 Planned Commercial Collector A Commercial Collector A Planned Commercial Collector B Planned Residential Collector Residential Collector Planned Secondary Rural Arterial Secondary Rural Arterial Planned Secondary Arterial Secondary Arterial Planned Principal Arterial Principal Arterial Freeway Minor Roads Major Roads Highways Project Boundary ETJ Schertz Municipal Boundary County Boundaries Unknown 36" 30" 24" 20" 18" 16" 12" 10" 8" 6" 4" 3" 2" 1" Private Pressure Neighboring Gravity Schertz Pressure Schertz Gravity Sewer Main Schertz Treatment Plant3Q CCMA Treatment Plant3Q Schertz Lift Station[Ú Private Lift Station[Ú CCMA Lift Station[Ú Manholes!P HydrantU U U U U U U U U U U U U U U U U U U U U !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P 13053 9 13047 4 13047 6 13054 1 13047 8 13054 0 13047 1 13047 3 13047 2 13047 9 13053 8 13053 7 13053 6 2566271103 SELF STORAGE LTD 75284 RIATA LAND LTD 13047 5 13047 7 63862 AZIZ AMEEN63860 GREENE THOMAS D 63832 GOODYEAR DONALD L & VAUGHN E 32900 KAHN JEFFREY B 63847 KAHN JEFFREY B 37970 SCHERTZ RV PARK LLC 121092 SCHERTZ RV PARK LLC 174169 5710 FM 1103 LLC 174168 5702 FM1103 LLC 180367 JONES LARRY M & LINDA Z 180368 JONES LARRY M & LINDA Z 63861 HERITAGE MONTESSORI ACADEMY OF ALLEN LLC 128054 CIBOLO VALLEY BAPTIST CHURCH 8" W L 8 " W L 6" W L 12" W L 8 " W L 8 " W L 8 " W L 8 " W L 1 2 " W L 2" W L 1 2 " W L 12" W L 1 2 " W L 1 2 " W L 1 2 " W L 1 2 " W L 1 2 " W L 8 " W L 8 " W L 8 " W L 1 2 " W L 1 2 " W L 1 2 " W L 1 2 " W L 1 2 " W L 6 " W L 8 " P V C S D R 3 5 8 " P V C S D R 3 5 8 " P V C S D R 3 5 8"PV C SDR 3 5 8"PV C SDR 2 6 8"PV C SDR 3 5 8"PV C S D R 3 5 8 " P V C S D R 2 6 8"PV C SDR 3 5 8 " P V C S D R 2 6 8 " P V C S D R 2 6 8"PV C SDR 2 6 8 " P V C S D R 3 5 8 " P V C S D R 3 5 8 " P V C S D R 3 5 8 " P V C S D R 3 5 8 " P V C S D R 3 5 8"PV C S D R 3 5 T I M B E R S P G S H O L L O W R D G C H R I ST I A N S TEE F M 1 1 0 3 B L A C K H O R S E ASHW O O D R D RED T I P D R FORT U N E H I L L MAS O N C R K HAR R I S O N O A K S CORR I D O R O A K S E A G L E S G L E N N F O U N T A I N G A T E H I G H T R A I L R D Coma l C o u n t y G u a d a l u p e C o u n t y Maxar, Microsoft µ0 100 200 30050 Feet 732 HOLL O W R D G (130 5 4 1 ) 729 HOLL O W R D G (130 4 7 8 ) 736 HOLL O W R D G (130 5 4 0 ) 757 HOLL O W R D G (130 4 7 1 ) 749 HOLL O W R D G (130 4 7 3 ) 753 HOLL O W R D G (130 4 7 2 ) 725 HOLL O W R D G (130 4 7 9 ) 740 HOLL O W R D G (130 5 3 9 ) 733 HOLL O W R D G (130 4 7 7 ) 744 HOLL O W R D G (130 5 3 8 ) 748 HOLL O W R D G (130 5 3 7 ) 752 HOLL O W R D G (130 5 3 6 ) 745 HOLL O W R D G (130 4 7 4 ) 741 HOLL O W R D G (130 4 7 5 ) 737 HOLL O W R D G (130 4 7 6 ) 5750 FM 1103 (37970) 5750 FM 1103 (121092) 5710 FM 1103 (174169) 5702 FM 1103 (174168) Coma l C o u n t y Guada l u p e C o u n t y H O L L O W R D G T I M B E R S P G S ASHW O O D R D F M 1 1 0 3 H I G H T R A I L R D Last update: December 30, 2024 City of Schertz, GIS Specialist: Bill Gardner, gis@schertz.com (210) 619-1185 *The City of Schertz provides this Geographic Information System product "as is" without any express or implied warranty of any kind including but not limited to the implied warranties of merchantability and fitness for a particular purpose. In no event shall The City of Schertz be liable for any special, indirect, or consequential damages or any damages whatsoever arising out of or in connection with the use of or performance of these materials. Information published in this product could include technical inaccuracies or typographical errors. Periodical changes may be added to the information herein. The City of Schertz may make improvements and/or changes in the product(s) described herein at any time.* Special Use Permit for Alamo Food Trailers (PLSPU20240273) City of Schertz 0 100 200 30050 Feet µProject Boundary 200' Buffer Parcels County Boundaries Ordinance 25-S-007 SUP to allow Automobile Repair and Service, Major on FM 1103 Daisy Marquez| Planner 2 Zoning Use Subject Property General Business District (GB) Automobile Repairs and Service, Major North General Business District (GB) RV Park South General Business District (GB) with approved SUP to allow Automobile Repair, Major Total True Automotive & Alamo Hanger Supply East Right-of-Way FM 1103 (Principal Arterial) West Single-Family Residential District (R-6) Single-Family Residences (Riata Subdivision) •Approximately 0.4 acres •Guadalupe ID: 121092 Riata Fairway 3 •18 public notices were sent on 1.22.25 •Responses •(0) in favor •(0) Neutral •(2) in Opposition •Notice published in the “San Antonio Express” February 12, 2025 •Notice Sign Background 4 Automobile Repairs and Service, Major: •General repairs or reconditioning of engines •Air-conditioning systems •Transmissions for motor vehicles •Wrecker or towing service with on-site storage of vehicles •Collision services including body, frame, or fender straightening or repair •Customizing and Painting •Vehicle steam cleaning • Tire retreading •Muffler services •Upholstery shop •Insurance estimations with on-site storage; •Undercoating and rust proofing, and other similar uses Letter of Intent: Custom design and construction, repair, and renovation of food trailers with the capacity to perform electrical, structural, and fabrication work Background Rancho Vista Campground Annexed in 1988 With Ordinance 88-A-22 designated as PRE Platted in 1986 as Rancho Vista Campground Operating since at least 1995 per aerial images The property is currently zoned General Business District (GB). Code Enforcement Case June 2023 Certificate of Occupancy Application August 2023 Received a Certificate of Occupancy For RV Park RV Park is a legal nonconforming use 5 Alamo Food Trailers Code Enforcement Case June 2023 Certificate of Occupancy Application for Alamo Food Trailers February 2024 Illegal use and operations without a Certificate of Occupancy Specific Use Permit Application Deemed Complete, reviewed by all departments, and ready for Planning and Zoning Commission December 30 2024 Background 6 1995 Aerial Image Background 7 2008 Aerial Image 2008 Street Image Background 8 2010 Aerial Image 2011 Street Image Background 9 2021 Aerial Image 2021 Street Image 10 1.The proposed use is consistent with the policies of the adopted Comprehensive Land Plan, or any other applicable plans. UDC SECTION 21.5.11.D Criteria for Approval Local Corridor •Locally Oriented Commercial •Medium to High Volume Collector Roads •Neighborhoods at the Perimeter •Scale and Intensity Compatible with Surrounding Neighborhood SUP to allow Automobile Repairs and Service, Major is Compatible •FM 1103 •Principal Arterial •Only Access Point •Approved SUP to allow Automobile Repair and Service, Major to the South 11 2. The proposed use is consistent with the general purpose and intent of the applicable zoning district regulations UDC SECTION 21.5.11.D Criteria for Approval General Business District (GB) •Serve overall needs of community •Along principal transportation corridors Additional Screening Adjacent to Residential •Masonry wall •20 foot landscape buffer •1 tree every 30 linear feet General Business District (GB) Dimensional Requirements Minimum Lot Size Dimensions Minimum Yard Setbacks Misc. Area Sq.Ft. Width Ft. Depth Ft. Front Adj to 1103 Rear Side Maximum Height Maximum Impervious Coverage 10,000 100 100 50’-25’ adj to res -0’ adj to non-res -25’ adj to res -0’ adj to non-res 120 ft 80% 12 UDC SECTION 21.5.11.D Criteria for Approval 3. The proposed use is compatible with the general purpose and intent of the applicable zoning district regulations; Riata Fairway Total True Automotive GB with Approved SUP to allow Automobile Service & Repair, Major Rancho Vista Recreational Vehicle Park Alamo Hangers 13 •Approved SUP is the first step for the applicant to come into compliance. •Development Applications are still required. •Must meet all site design requirements and building code standards. UDC SECTION 21.5.11.D Criteria for Approval 4. The proposed use will not adversely affect the overall health, safety or general welfare of the City; 14 The Planning and Zoning Commission and City Council have not provided additional criteria for the proposed zone change. Alamo Food Trailers is a business that exists at the subject location, but an approved Specific Use Permit to allow Automobile Repairs and Service, Major is the first step in the process towards full compliance. UDC SECTION 21.5.11.D Criteria for Approval 5. Whether other factors are deemed relevant and important in the consideration of the amendment. Staff Recommendation: Staff recommends approval of the requested Specific Use Permit to allow Automobile Repair and Service, Major in General Business District (GB),conditioned upon the following: 1.Prior to a Certificate of Occupancy being issued,the site will need to be brought into full compliance with the UDC site design requirements including but not limited to screening adjacent to residential and parking requirements. 2.A building permit is approved within (2) years of the adoption of the Specific Use Permit Ordinance in accordance with Unified Development Code Article 5, Section 21.5.11.F Expiration of Specific Use Permit. Planning and Zoning Commission: The Planning and Zoning Commission met on February 5,2025,and made a recommendation of approval with conditions as presented by Staff,to City Council with a unanimous vote. 15 Agenda No. 8.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Planning & Community Development Subject: Ordinance 25-S-008 – Conduct a public hearing and consider a request to rezone approximately 4.3 acres of land from Manufacturing – Light District (M-1) and Single-Family Residential District (R-6) to General Business District (GB) known as Comal County Property Identification Number 75307, also known as 7444 FM 482, City of Schertz, Comal County, Texas (B.James/L.Wood/S.Haas). BACKGROUND The applicant is requesting to rezone approximately 4.3 acres of land from Manufacturing - Light District (M-1) and Single Family Residential District (R-6) to General Business District (GB).  This property was recently rezoned with Ord. 24-S-145. The timeline of which can be seen below:  On July 3rd, 2024, the Planning and Zoning Commission held a public hearing and recommended approval with a 6-0 vote.  On August 6, 2024, the Schertz City Council held a public hearing and voted to approve the request with a 6-0 vote. On August 20, 2024 the Schertz City Council adopted Ord. 24-S-145 on the second reading. The reason for the initial rezone request with Ord. 24-S-145 was that the subject property had a permitted business that operates on the property with a non-conforming use of a residence as well. Both of which the current property owner owned. At the time, the applicant's intent was to build a larger home on the property but also keep the existing business. In order to accomplish this, the applicant had to zone change portions of the property to allow both residential uses, and allow for the existing business to continue as well. The same applicant has applied for another rezone request. Per the applicant Letter of Intent, the applicant wishes to sell the property and has a potential buyer contingent on the zone change approval. This zone change request is for General Business District (GB). The potential buyer is a landscaping company that would like to open a Nursery, Major on the site. This will require a subsequent Specific Use Permit application. On January 23, 2025, six (6) public hearing notices were mailed to the surrounding property owners within a 200-foot boundary of the subject property. At the time of the staff report, zero (0) responses in favor, zero (0) responses neutral, and zero (0) responses in opposition have been received. On February 12, 2025, a public hearing notice was published in the "San Antonio Express". Additionally, one (1) sign was placed on the property. Subject Property:   Zoning Land Use Existing Manufacturing - Light District (M-1) and Single Family Residential District (R-6) Paving Business and Residence Proposed General Business District (GB)Nursery, Major with SUP Adjacent Properties:    Zoning Land Use North Manufacturing - Light (M-1)Residential South Right of Way FM 482 East Manufacturing - Light (M-1)Residential West Manufacturing - Light (M-1)Residential GOAL The applicant is requesting to rezone approximately 4.3 acres of land from Manufacturing - Light District (M-1) and Single Family Residential District (R-6) to General Business District (GB). Below are the dimensional and design requirements for both the proposed district and the existing districts.     Table 21.5.7.A. Dimensional Requirements   Minimum Lot Size Dimensions (Ft) Minimum Yard Setbacks (Ft)Misc. Lot Requirements  Code Zoning District Area Sq ft Width Depth Front Side Rear Min. Off-Street Parking Maximum Height Max Imperv Cover Proposed GB General Business District 10,000 100 100 25 0,25(r)0,25(r)Sec. 21.10.4 120 80%   Existing R-6 Single Family Residential 7,200 60 120 25 10 20 2 35 50% Existing M-1 Manufacturing Light 10,000 100 100 25 0,25(r)0,50(r)Sec. 21.10.4 120 80% COMMUNITY BENEFIT It is the City’s desire to promote safe, orderly, efficient development and ensure compliance with the City’s vision of future growth. SUMMARY OF RECOMMENDED ACTION When evaluating Zone Change applications, staff uses the Criteria for Approval located in UDC Section 21.5.4.D. 1. Whether the proposed zoning change implements the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans; The Comprehensive Plan designates this area as Mixed-Use Center, which is intended to integrate residential, commercial, and often entertainment spaces nearby, typically along significant transportation corridors. The rationale for designating this area Mixed-Use Center comes from the previous Comprehensive Plan, which had a similar designation further to the west that was intended to be a "new town center". This was a goal based on the potential that the IH 35 corridor became more consolidated and integrated with passenger rail connections. While passenger rail is still a real possibility, it has been slow to take hold, and the properties that were once this designation have now started to develop as industrial/warehouse uses. When the Comprehensive Plan update was underway, decision makers in the city saw the value of this vision and wished to continue this plan but in areas of Schertz further to the East, where the subject property is located. The area is mostly zoned Manufacturing - Light District (M-1), and while it does have some current industrial uses, most properties are either undeveloped or rural residences. The goal to create a Mixed-Use Center should be to encourage denser residential development and complementary commercial businesses. Rezoning this property to General Business District (GB) would more closely align with the intent of the Mixed Use Center property to General Business District (GB) would more closely align with the intent of the Mixed Use Center designation. 2. Whether the proposed zoning change promotes the health, safety, and general welfare of the City. The surrounding area consists of open space, residences, Danville Middle School, and property to the west zoned Apartment / Multifamily District (R-4). While this area is zoned for industrial uses, it is evolving to function more like a neighborhood. Also, it should be noted that the property abuts FM 482, which is classified in the Master Thoroughfare Plan as a "principal arterial".  As part of promoting the health, safety, and general welfare of the city, it is important to mitigate the impact that zoning districts and adjacent land uses have on each other. The current split zoning of the property was approved as Ord. 24-S-145. This was an effort to help the current property owners come into compliance as they were previously non-conforming. However, the property owners' intent has since changed, and now they wish to sell. By making the entire property one consistent zoning designation helps align with the explicit goal of UDC goal to "minimize the conflicts among the uses of land and buildings". The Unified Development Code defines General Business District (GB) as "intended to provide suitable areas for the development of non-residential uses which offer a wide variety of retail and service establishments that are generally oriented toward serving the overall needs of the entire community. These businesses are usually located on appropriately designed and attractively landscaped sites and along principal transportation corridors". The proposed zone change aligns closely with the purpose and intent of the Unified Development Code, thus promoting the health, safety, and general welfare of the city. 3. Whether the uses permitted by the proposed change will be consistent and appropriate with existing uses in the immediate area; The permitted uses within General Business District (GB) are as follows:    General Business District (GB) Permitted Uses Permitted by Right Permitted with a Specific Use Permit Alcohol Package Sales Antique Shop Appliances, Furniture and Home Furnishings Store Art Gallery/Library/Museum Assisted Care or Living Facility Automobile Parking Structure/Garage Automobile Parts Sales Automobile Repairs & Service, Minor Bakery Bank, Saving and Loan, Credit Union Beauty Salon/Barber Shop Bed and Breakfast Inn Book Store Building Material and Hardware Sales Car Wash, Automated Car Wash, Self Serve Church, Temple, Synagogue, Mosque, or Other Place of Worship Civic/Convention Center College, University, Trade, or Private Boarding School Commercial Amusement, Indoor Community Center Convenience Store w/o Gas Pumps Dance Hall/Night Club Airport, Heliport or Landing Field Antenna and/or Antenna Support Structure, Commercial Athletic Stadium, Private Automobile Repairs & Service, Major Cabinet or Upholstery Shop Commercial Amusement, Outdoor Convenience Store w/ Gas Pumps Dry Cleaning, Major Flea Market, Outside Gasoline Station/Fuel Pumps Mixed-Use Self-Storage Nursery, Major Railroad/Bus Passenger Station Rehabilitation Care Facility Storage or Wholesale Warehouse Truck Terminal Veterinarian Clinic/Kennel, Outdoor New and Unlisted Uses Day Care Center Department Store Dry Cleaning, Minor Family or Group Home Farmers Market Flea Market, Inside Florist Fraternity, Sorority, Civic Club or Lodge Furniture Sales Golf Course and/or Country Club Governmental Facilities Gymnastics/Dance Studio Health/Fitness Center Heavy Equipment Sales, Service or Rental Home Improvement Center Hospital Hotel/Motel Household Appliance Service and Repair Laundromat Livestock Locksmith/Security System Company Medical, Dental or Professional Office/Clinic Mortuary/Funeral Home Municipal Uses Operated by the City of Schertz Museum Nursery, Minor Office Showroom Packaging/Mailing Store Pawn Shop Pet Store Pharmacy Post Office Print Shop, Minor Private Club Recycling Collection Point Restaurant, Drive-In Restaurant or Cafeteria Retail Stores and Shops School, Public or Private Tavern Taxidermist Theater, Outdoor Theater, Indoor Tool Rental Trailer/Manufactured Homes Sales Veterinarian Clinic/Kennel, Indoor General Business Districts (GB) are found in a variety of areas around Schertz, even abutting residential developments, as this district's uses are of a level of intensity that is considered appropriate abutting residential. In the subject property's immediate area are schools, residences, or open space. The proposed zone change and the uses within are consistent with what the current uses are in the vicinity. 4. Whether other factors are deemed relevant and important in the consideration of the amendment. Schertz Fire, EMS, and Police have been notified of the zone change requests and have provided no objection. RECOMMENDATION The proposed zone change aligns with the Comprehensive Plan, is consistent with the surrounding land uses, and promotes the health, safety, and general welfare of the city. Therefore, staff is recommending approval Ord. 25-S-008. The Planning and Zoning Commission held a public hearing on February 5, 2025 and made a recommendation of approval with a 7-0 vote. Attachments Ord. 25-S-008 with Exhibits  Aerial Exhibit  Public Hearing Notice Map  Zoning Exhibit  City Council Presentation Slides  ORDINANCE 25-S-008 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS TO REZONE APPROXIMATELY 4.3 ACRES OF LAND FROM MANUFACTURING – LIGHT DISTRICT (M-1) AND SINGLE-FAMILY RESIDENTIAL DISTRICT (R-6) TO GENERAL BUSINESS DISTRICT (GB), KNOWN AS COMAL COUNTY PROPERTY IDENTIFICATION NUMBER 75307, ALSO KNOWN AS 7444 FM 482, CITY OF SCHERTZ, COMAL COUNTY, TEXAS. WHEREAS, an application for a request to rezone approximately 4.3 acres of land from Manufacturing – Light District (M-1) and Single-Family Residential District (R-6) to General Business District (GB), known as Comal County Property Identification Number 75307, also known as 7444 FM 482, more specifically described in the Exhibit A and Exhibit B attached herein (herein, the “Property”) has been filed with the City; and WHEREAS, the City’s Unified Development Code Section 21.5.4.D. provides for certain criteria to be considered by the Planning and Zoning Commission in making recommendations to City Council and by City Council in considering final action on a requested zoning (the “Criteria”); and WHEREAS, on February 5, 2025, the Planning and Zoning Commission conducted a public hearing and, after considering the Criteria, made a recommendation to City Council to approve the requested zoning; and WHEREAS, on March 4, 2025, the City Council conducted a public hearing and after considering the Criteria and recommendation by the Planning and Zoning Commission, determined that the requested zoning be approved as provided for herein. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The Property as shown and more particularly described in the attached Exhibit A and Exhibit B, is hereby zoned to General Business District (GB) Section 2. The Official Zoning Map of the City of Schertz, described and referred to in Article 2 of the Unified Development Code, shall be revised to reflect the above amendment. Section 3. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part of the judgment and findings of the Council. Section 4. All ordinances and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as t o the matters resolved herein. Section 5. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 6. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 7. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, includ ing this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 8. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 9. This Ordinance shall be cumulative of all other ordinances of the City of Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby repealed. PASSED and ADOPTED, this ____day of ________ 2025. CITY OF SCHERTZ, TEXAS _____________________________ Ralph Gutierrez, Mayor ATTEST: Sheree Courney, Deputy City Secretary Exhibit “A” Metes & Bounds W:\Word\Metes and Bounds\128729.doc Page 1 of 1 METES AND BOUNDS Being 4.328 acres, more or less, out of the Rafael Garza Survey No. 98, Abstract 175, Comal County, Texas, and being that same tract described in Warranty Deed with Vendor’s Lien recorded in Document No. 201506023730, Official Public Records of Comal County, Texas, said 4.328 acres being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for the northeast corner of this 4.328 acres, same being the South corner of the Mark Jenschke 0.721 acres (Conveyed in Document No. 202306006590, Described in Document No. 202106028090) and on the northwest Right-of-Way of F.M. 482, same also being the POINT OF BEGINNING; THENCE along the northwest Right-of-Way of said F.M. 482 the following courses and distances: South 29 degrees 16 minutes 21 seconds West (called South 29 degrees 43 minutes 43 seconds West), a distance of 468.13 feet to a 1/2 inch iron rod capped WALS set for an exterior corner of this 4.328 acres; North 61 degrees 01 minutes 22 seconds West (called North 60 degrees 34 minutes 00 seconds West), a distance 92.30 feet to a 1/2 inch iron rod capped WALS set for an interior corner of this 4.328 acres; South 28 degrees 58 minutes 38 seconds West (called South 29 degrees 26 minutes 00 seconds West), a distance of 50.00 feet to a 1/2 inch iron rod capped WALS set for an interior corner of this 4.328 acres; South 16 degrees 01 minutes 22 seconds East (called South 15 minutes 34 minutes 00 seconds East), a distance of 106.70 feet to a 1/2 inch iron rod capped WALS set for an exterior corner of this 4.328 acres; South 28 degrees 58 minutes 38 seconds West (called South 29 degrees 26 minutes 00 seconds West), a distance of 33.37 feet (called 33.49 feet) to a 1/2 inch iron rod capped WALS set for the South corner of this 4.328 acres, same being an exterior corner of the Hollis Lee Wooldridge, et ux 12.00 acres (Volume 985, Page 240); THENCE along the lines common to this 4.328 acres and said Wooldridge 12.00 acres the following courses and distances: North 30 degrees 27 minutes 12 seconds West (called North 29 degrees 59 minutes 50 seconds West), a distance of 512.43 feet (called 512.46 feet) to a 1/2 inch iron rod found for the West corner of this 4.328 acres, same being an interior corner of said Wooldridge 12.00 acres; North 59 degrees 03 minutes 46 seconds East (called North 59 degrees 31 minutes 08 seconds East), a distance of 483.39 feet (called 483.32 feet) to a 1/2 inch iron rod found for the North corner of this 4.328 acres, same being on a southeast line of the Lorad Trust 5-06-2022 10.00 acres (Document No. 202206023724) and for the West corner of said Jenschke 0.721 acres; THENCE along the line common to this 4.328 acres and said Jenschke 0.721 acres, South 47 degrees 37 minutes 48 seconds East (called South 47 degrees 13 minutes 15 seconds East), a distance of 224.25 feet (called 224.27 feet) to the POINT OF BEGINNING, and containing 4.328 acres of land, more or less. I hereby certify that these field notes were prepared from an actual survey made on the ground under my supervision and are true and correct to the best of my knowledge and belief. A survey plat of the above described tract prepared this day is hereby attached to and made a part hereof. Bearings shown herein are based on actual GPS observations, Texas State Plane Coordinates, South Central Zone, Grid. _________________________________ Mark J. Ewald Registered Professional Land Surveyor Texas Registration No. 5095 August 11, 2022 Exhibit “B” Zoning Exhibit M-1 GB M-1 R-4 GB FM 4 8 2 AB B E Y R D H U B E R T U S R D M-1 R-6 GB M-1 R-6 R-4 FM 4 8 2 AB B E Y R D H U B E R T U S R D Last update: January 15th, 2025 City of Schertz, GIS Specialist: Alexa Venezia, avenezia@schertz.com (210) 619-1174 *The City of Schertz provides this Geographic Information System product "as is" without any express or implied warranty of any kind including but not limited to the implied warranties of merchantability and fitness for a particular purpose. In no event shall The City of Schertz be liable for any special, indirect, or consequential damages or any damages whatsoever arising out of or in connection with the use of or performance of these materials. Information published in this product could include technical inaccuracies or typographical errors. Periodical changes may be added to the information herein. The City of Schertz may make improvements and/or changes in the product(s) described herein at any time.* COMAL COUNTY PARCEL ID: 75307 CURRENT : Classification (PRE) Pre-Development (PDD) Planned Development (PUB) Public Use (R-A) Single-family Residential/Agricultural (R-1) Single-Family Residential (R-2) Single-Family Residential (R-3) Two-Family Residential (R-4) Apartment/Multi-Family Residential (R-5) Middle Density District (R-6) Single-family Residential (R-7) Single-family Residential (AD) Agricultural District (GH) Garden Home/Single-Family Residential (Zero Lot Line) (TH) Townhome (MHS) Manufactured Home Subdivision (MHP) Manufactured Home Parks (GB) General Business (GB-2) General Business II (NS) Neighborhood Services (OP) Office and Professional (MSMU) Main Street Mixed Use (MSMU-ND) Main Street Mixed Use New Development (M-1) Manufacturing (Light) (M-2) Manufacturing (Heavy) (DVL) Development Agreement (Delayed Annexation) 0 200 400 600100 Feet PROPOSED ZONING CHANGE PROPOSED :PARCEL ID: 75307 PLSPU20240323 FM 482 FM 482 F M 4 8 2 FM 482 H u b e r t u s R d H u b e r t u s R d F M 4 8 2 F M 4 8 2 FM 482 U U U UU U U U U U U U U U !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P 75248 WOOLDRIDGE HOLLIS LEE & LAURA L 75308 MONTALVO PEDRO & ROLANDO MONTALVO 75307 BROWN JAY & KATHERINE 75265 LORAD TRUST 5-06-2022 75356 JENSCHKE MARK 402743 COMAL I S D 75268 JENSCHKE DARREL 8"WL 2 " W L 3" W L 6" W L 6" W L 8 " W L 8 " W L 12" W L 2" W L 12 " W L 12 " W L 6" W L 8" W L 8"WL 1 2 " W L 6" WL 6" W L 4" W L 8" W L 1 2 " W L 6" W L 1 1 / 2 " W L 6" W L 2" W L 6" W L 6" W L 6" W L 8" W L 6" W L 12 " W L 1 " W L 8 " W L 4" W L 8"P V C S D R 2 6 8 " P V C S D R 2 6 P V T R D A T 7 2 0 5 F M 4 8 2 AB B E Y R D FM 4 8 2 H U B E R T U S R D Maxar, Microsoft, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community 0 200 400 600100 Feet Highways Major Roads Minor Roads Freeway Principal Arterial Planned Principal Arterial Secondary Arterial Planned Secondary Arterial Secondary Rural Arterial Planned Secondary Rural Arterial Residential Collector Planned Residential Collector Planned Commercial Collector B Commercial Collector A Planned Commercial Collector A 1" 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 30" 36" Unknown Schertz Gravity Schertz Pressure Neighboring Gravity Private Pressure U Hydrant !P Manholes [Ú CCMA Lift Station [Ú Private Lift Station [Ú Schertz Lift Station 3Q CCMA Treatment Plant 3Q Schertz Treatment Plant County Boundaries Schertz Municipal Boundary ETJ Ord. 25-S-008 Zone Change from Manufacturing -Light District (M-1) and Single Family Residential (R-6) to General Business (GB) Samuel Haas| Senior Planner Approx. 4.3 Acres Comal PID: 75307 7444 FM 482 Existing: Residential & Existing Business 2 •January 23, 2025, a total of 6 Public Hearing Notices were sent out. •Responses Received: 0 – Opposition, 0-In Favor 0-Neutral •1 sign was posted on the property. •A noticed was published in the SA Express on February 12, 2025 3 4 •Existing Zoning: Manufacturing – Light District (M-1) & Single Family Residential (R-6) •Proposed Zoning: General Business District (GB) Background •Recently Rezoned on August 20,2024 as Ord.24-S-145 •Prior to this, property had a non-conforming residence and existing business. •Applicant originally wanted to build a larger home, now intends to sell •Potential buyer is a landscaping company that would like to open a Nursery,Major on the site. •Requires a subsequent Specific Use Permit application 5 Background 6 UDC SECTION 21.5.4.D Criteria for Approval 1.Whether the proposed zoning change implements the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans. •The Comprehensive Plan designates this area as Mixed-Use Center •Intended to integrate residential, commercial, and often entertainment spaces nearby, typically along significant transportation corridors. •Proposed zone change aligns with Comprehensive Plan 7 8 UDC SECTION 21.5.4.D Criteria for Approval 2. Whether the proposed zoning change promotes the health, safety, and general welfare of the City The City should encourage development compatible with surrounding uses •The surrounding area consists of open space, residences, Danville Middle School, and properties zoned Apartment/Multi-Family District (R-4) and General Business District (GB). •While this area is zoned for industrial uses, it is evolving to function more like a neighborhood. •Consistent zoning also helps minimize the conflicts among uses •Split zoning of a property vs single zoning district 9 10 UDC SECTION 21.5.4.D Criteria for Approval 3. Whether the uses permitted by the proposed change will be consistent and appropriate with existing uses in the immediate area; •The immediate area being •a school, residences, rural/open space •Proposed zone change has uses that align with what the current uses are in the vicinity. 11 Examples of Permitted Uses (UDC 21.5.8) Permitted by Right Specific Use Permit Appliances,Furniture and Home Furnishings Store Art Gallery/Library/Museum Automobile Parts Sales Bakery Bank,Saving and Loan,Credit Union Book Store Farmers Market Health/Fitness Center Pet Store Restaurant Tavern Athletic Stadium Cabinet or Upholstery Convenience Store w/ Gas Pumps Flea Market Mixed-Use Self Storage Nursery, Major Vet UDC SECTION 21.5.4.D Criteria for Approval 4. Whether other factors are deemed relevant and important in the consideration of the amendment; •Schertz Fire,EMS,and Police have been notified of the zone change requests and have provided no objection. 12 Recommendation Staff Recommendation •The proposed zone change to General Business District (GB) aligns with the Comprehensive Land Plan •Is consistent with surrounding land uses. •Staff recommends approval of Ord. 25-S-008. •The Planning and Zoning Commission held a public hearing on February 5, 2025, and made a recommendation of approval with a 7-0 vote. 13 Agenda No. 9.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Planning & Community Development Subject: Ordinance 25-S-009 - Conduct a public hearing and consider a request for a Specific Use Permit to allow a Nursery, Major on approximately 4.3 acres of land known as Comal County Property Identification Number 75307, also known as 7444 FM 482, City of Schertz, Comal County, Texas (B.James/L.Wood/S.Haas) BACKGROUND The applicant is the property owner who is requesting a Specific Use Permit for the property on behalf of a potential buyer. The buyer is a landscaping supply company that would like to open a Nursery, Major on the site.    On January 23, 2025, six (6) public hearing notices were mailed to the surrounding property owners within a 200-foot boundary of the subject property. At the time of the staff report, zero (0) responses in favor, zero (0) responses neutral, and zero (0) responses in opposition have been received. On February 12, 2025, a public hearing notice was published in the "San Antonio Express". Additionally, one (1) sign was placed on the property. Subject Property:   Zoning Land Use Existing Manufacturing - Light District (M-1) and Single Family Residential District (R-6) Paving Business and Residence Proposed General Business District (GB)Nursery, Major with SUP Adjacent Properties:    Zoning Land Use North Manufacturing - Light (M-1)Residential South Right of Way FM 482 East Manufacturing - Light (M-1)Residential West Manufacturing - Light (M-1)Residential GOAL The applicant is the property owner who is requesting a Specific Use Permit for the property on behalf of a potential buyer. The buyer is a landscaping supply company that would like to open a Nursery, Major on the site.  Unified Development Code (UDC) Article 16 - Definitions defines Nursery, Major as: "Nursery, Major: An establishment for the cultivation and propagation, display, storage, and sale (retail and wholesale) of large plants, shrubs, trees, and other materials used in indoor and outdoor plantings; and the contracting for installation and/or maintenance of landscape material as an accessory use. Outdoor display and storage is permitted" Staff is recommending a condition be placed on the Specific Use Permit per UDC Section 21.5.11.E which grants the ability to apply "conditions and modifications may include but are not limited to limitation of building size or height, increased open space, limitations on impervious surfaces, enhanced loading and parking requirements, additional landscaping, curbing, sidewalk, vehicular access and parking improvements, placement or orientation of buildings and entryways, buffer yards, landscaping and screening, signage restrictions and design, maintenance of buildings and outdoor areas, duration of the permit, hours of operation, and requiring a site layout." Staff recommends waiving the 8-foot masonry wall requirement for commercial properties abutting residential zoning or uses per UDC section 21.9.7.D.14.b.ii This will be conditioned upon greater landscaping. The intent of the 8-foot masonry wall is to screen residential uses from more intense commercial uses as there may be potential conflicts. However, the activities of a Nursery, Major are less intense than other commercial uses such as a warehouse or a gas station, and the subject property is surrounded by rural properties. The 8-foot masonry fence requirement does not seem appropriate for this specific proposal. Additionally, the applicant has indicated that the neighboring property owners do not want an 8-foot masonry fence near their property line, although staff have been provided no written evidence of this. COMMUNITY BENEFIT It is the City’s desire to promote safe, orderly, efficient development and ensure compliance with the City’s vision of future growth. SUMMARY OF RECOMMENDED ACTION When evaluating specific use permit requests, staff considers the criteria listed in UDC Section 21.5.11.D. The criteria are listed below. 1. The proposed use at the specified location is consistent with the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans. The Comprehensive Plan designates this area as Mixed-Use Center, which is intended to integrate residential, commercial, and often entertainment spaces nearby, typically along significant transportation corridors. The specific use of Nursery, Major is consistent with the desired commercial portions of the Mixed-Use Center. 2. The proposed use is consistent with the general purpose and intent of the applicable zoning district regulations. The Unified Development Code defines General Business District (GB) as "intended to provide suitable areas for the development of non-residential uses which offer a wide variety of retail and service establishments that are generally oriented toward serving the overall needs of the entire community. These businesses are usually located on appropriately designed and attractively landscaped sites and along principal transportation corridors". Nursery, Major meets the intended use of the General Business District (GB) by offering that "retail and service" desired. Additionally, the property abuts FM 482, which is classified in the Master Thoroughfare Plan as a "principal arterial".  3. The proposed use is compatible with and preserves the character and integrity of adjacent developments and neighborhoods. The surrounding area consists of open space, residences, Danville Middle School, a property to the west zoned Apartment / Multifamily District (R-4), and further to the west is Casa Verde Farms, similar to this proposed use. The rural-neighborhood character of the surrounding area, plus the presence of other nursery-like activities is consistent with this proposal of a Nursery, Major.  4. The proposed use will not adversely affect the overall health, safety, or general welfare of the City. The specific use permit requirement for Nursery, Major in General Business District (GB) implies that there may be activities related to the use that require heightened scrutiny. This could be things such as the use of heavy machinery or potential land disturbance activities. However, there are similar uses in other parts of Schertz that directly abut dense residential subdivisions. This indicates that there is nothing inherently adverse Schertz that directly abut dense residential subdivisions. This indicates that there is nothing inherently adverse about nursery uses. Additionally, Article 9 of the UDC is in place to help mitigate any potential conflicts. Finally, given the location of the subject property being in largely rural surroundings, the impacts of such uses are lower in this area, thus not affecting the overall health, safety, or general welfare of the City. 5. Whether other factors are deemed relevant and important in the consideration of the Specific Use Permit. Schertz Fire, EMS, and Police have been notified of the zone change requests and have provided no objection. RECOMMENDATION The proposed Specific Use Permit is consistent with the Comprehensive Plan, meets the intent of the Zoning District, is consistent with the surrounding area, and does not adversely affect the overall health, safety, and general welfare of the city. Therefore, Staff recommends approval of Ord. 25-S-009, the Specific Use Permit to allow Nursery, Major at the subject property, conditioned upon the following: 1. A building permit is approved within two (2) years of the adoption of the SUP ordinance in accordance with Unified Development Code Article 5, Section 21.5.11.F Expiration of Specific Use Permit.  2. The applicant is not required to build an 8-foot masonry wall as required per Unified Development Code Section 21.9.7.D.14.b.ii provided the applicant increases the landscaping in the 20-foot buffer surrounding the property. The Planning and Zoning Commission held a public hearing on February 5, 2025 and made a recommendation of approval with conditions with a 7-0 vote. Attachments Ord. 25-S-009 with Exhibits  Aerial Exhibit  Public Hearing Notice Map  Letter of Intent  City Council Presentation Slides  ORDINANCE 25-S-009 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS TO APPROVE A SPECIFIC USE PERMIT TO ALLOW FOR A NURSERY, MAJOR ON APPROXIMATELY 4.3 ACRES OF LAND KNOWN AS COMAL COUNTY PROPERTY IDENTIFICATION NUMBER 75307, ALSO KNOWN AS 7444 FM 482, CITY OF SCHERTZ, COMAL COUNTY, TEXAS WHEREAS, an application for a Specific Use Permit to allow for an operation of a Nursery, Major located at 7444 FM 482, known as Comal County Property Identification Number 75307, more specifically described in the Exhibit A attached herein (herein, the “Property”) has been filed with the City; and WHEREAS, the City’s Unified Development Code Section 21.5.4.D. provides for certain criteria to be considered by the Planning and Zoning Commission in making recommendations to City Council and by City Council in considering final action on a requested zoning (the “Criteria”); and WHEREAS, on February 5, 2025, the Planning and Zoning Commission conducted a public hearing and, after considering the Criteria, made a recommendation to City Council to approve the requested Specific Use Permit with conditions; and WHEREAS, on March 4, 2025, the City Council conducted a public hearing and after considering the Criteria and recommendation by the Planning and Zoning Commission, determined that the requested zoning be approved as provided for herein. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The Property as shown and more particularly described in the attached Exhibit A, is hereby approved to allow a Nursery, Major conditioned upon the following occurring: a) A building permit is approved within two years of the adoption of the Specific Use Permit Ordinance b) The applicant is not required to build an 8-foot masonry wall as required per Unified Development Code Section 21.9.7.D.14.b.ii provided the applicant increases the landscaping in the 20-foot buffer surrounding the property. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part of the judgment and findings of the Council. Section 3. All ordinances and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as to the matters resolved herein. Section 4. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, includ ing this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 7. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 8. This Ordinance shall be cumulative of all other ordinances of the City of Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby repealed. PASSED and ADOPTED, this ____day of ________ 2025. CITY OF SCHERTZ, TEXAS _____________________________ Ralph Gutierrez, Mayor ATTEST: Sheree Courney, Deputy City Secretary Exhibit “A” Metes and Bounds & Survey W:\Word\Metes and Bounds\128729.doc Page 1 of 1 METES AND BOUNDS Being 4.328 acres, more or less, out of the Rafael Garza Survey No. 98, Abstract 175, Comal County, Texas, and being that same tract described in Warranty Deed with Vendor’s Lien recorded in Document No. 201506023730, Official Public Records of Comal County, Texas, said 4.328 acres being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found for the northeast corner of this 4.328 acres, same being the South corner of the Mark Jenschke 0.721 acres (Conveyed in Document No. 202306006590, Described in Document No. 202106028090) and on the northwest Right-of-Way of F.M. 482, same also being the POINT OF BEGINNING; THENCE along the northwest Right-of-Way of said F.M. 482 the following courses and distances: South 29 degrees 16 minutes 21 seconds West (called South 29 degrees 43 minutes 43 seconds West), a distance of 468.13 feet to a 1/2 inch iron rod capped WALS set for an exterior corner of this 4.328 acres; North 61 degrees 01 minutes 22 seconds West (called North 60 degrees 34 minutes 00 seconds West), a distance 92.30 feet to a 1/2 inch iron rod capped WALS set for an interior corner of this 4.328 acres; South 28 degrees 58 minutes 38 seconds West (called South 29 degrees 26 minutes 00 seconds West), a distance of 50.00 feet to a 1/2 inch iron rod capped WALS set for an interior corner of this 4.328 acres; South 16 degrees 01 minutes 22 seconds East (called South 15 minutes 34 minutes 00 seconds East), a distance of 106.70 feet to a 1/2 inch iron rod capped WALS set for an exterior corner of this 4.328 acres; South 28 degrees 58 minutes 38 seconds West (called South 29 degrees 26 minutes 00 seconds West), a distance of 33.37 feet (called 33.49 feet) to a 1/2 inch iron rod capped WALS set for the South corner of this 4.328 acres, same being an exterior corner of the Hollis Lee Wooldridge, et ux 12.00 acres (Volume 985, Page 240); THENCE along the lines common to this 4.328 acres and said Wooldridge 12.00 acres the following courses and distances: North 30 degrees 27 minutes 12 seconds West (called North 29 degrees 59 minutes 50 seconds West), a distance of 512.43 feet (called 512.46 feet) to a 1/2 inch iron rod found for the West corner of this 4.328 acres, same being an interior corner of said Wooldridge 12.00 acres; North 59 degrees 03 minutes 46 seconds East (called North 59 degrees 31 minutes 08 seconds East), a distance of 483.39 feet (called 483.32 feet) to a 1/2 inch iron rod found for the North corner of this 4.328 acres, same being on a southeast line of the Lorad Trust 5-06-2022 10.00 acres (Document No. 202206023724) and for the West corner of said Jenschke 0.721 acres; THENCE along the line common to this 4.328 acres and said Jenschke 0.721 acres, South 47 degrees 37 minutes 48 seconds East (called South 47 degrees 13 minutes 15 seconds East), a distance of 224.25 feet (called 224.27 feet) to the POINT OF BEGINNING, and containing 4.328 acres of land, more or less. I hereby certify that these field notes were prepared from an actual survey made on the ground under my supervision and are true and correct to the best of my knowledge and belief. A survey plat of the above described tract prepared this day is hereby attached to and made a part hereof. Bearings shown herein are based on actual GPS observations, Texas State Plane Coordinates, South Central Zone, Grid. _________________________________ Mark J. Ewald Registered Professional Land Surveyor Texas Registration No. 5095 August 11, 2022 Being 4.328 acres, more or less, out of the Rafael Garza Survey No. 98, Abstract 175, Comal County, Texas, and being that same tract described in Warranty Deed with Vendor's Lien recorded in Document No. 201506023730, Official Public Records of Comal County, Texas, said 4.328 acres being more particularly described by metes and bounds attached hereto. Property Address: Property Description: Owner:LAND SURVEYORS, LLC. WestarAlamo LEGEND C.M. C.M. FM 482 (VARIABLE WIDTH R.O.W.) 5095 MARK J. EWALD S T A T E O F T E X A S ROYEVRUS D N A L R E G I S TE R E D LANOISSEF O R P :PARCEL ID: 75307 PLSPU20240323 FM 482 FM 482 F M 4 8 2 FM 482 H u b e r t u s R d H u b e r t u s R d F M 4 8 2 F M 4 8 2 FM 482 U U U UU U U U U U U U U U !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P 75248 WOOLDRIDGE HOLLIS LEE & LAURA L 75308 MONTALVO PEDRO & ROLANDO MONTALVO 75307 BROWN JAY & KATHERINE 75265 LORAD TRUST 5-06-2022 75356 JENSCHKE MARK 402743 COMAL I S D 75268 JENSCHKE DARREL 8"WL 2 " W L 3" W L 6" W L 6" W L 8 " W L 8 " W L 12" W L 2" W L 12 " W L 12 " W L 6" W L 8" W L 8"WL 1 2 " W L 6" WL 6" W L 4" W L 8" W L 1 2 " W L 6" W L 1 1 / 2 " W L 6" W L 2" W L 6" W L 6" W L 6" W L 8" W L 6" W L 12 " W L 1 " W L 8 " W L 4" W L 8"P V C S D R 2 6 8 " P V C S D R 2 6 P V T R D A T 7 2 0 5 F M 4 8 2 AB B E Y R D FM 4 8 2 H U B E R T U S R D Maxar, Microsoft, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community 0 200 400 600100 Feet Highways Major Roads Minor Roads Freeway Principal Arterial Planned Principal Arterial Secondary Arterial Planned Secondary Arterial Secondary Rural Arterial Planned Secondary Rural Arterial Residential Collector Planned Residential Collector Planned Commercial Collector B Commercial Collector A Planned Commercial Collector A 1" 2" 3" 4" 6" 8" 10" 12" 16" 18" 20" 24" 30" 36" Unknown Schertz Gravity Schertz Pressure Neighboring Gravity Private Pressure U Hydrant !P Manholes [Ú CCMA Lift Station [Ú Private Lift Station [Ú Schertz Lift Station 3Q CCMA Treatment Plant 3Q Schertz Treatment Plant County Boundaries Schertz Municipal Boundary ETJ www.leaflandscapesupply.com 5700 Hwy 290 W. | Austin, TX. 78735 13292 Pond Springs Rd. | Austin, TX. 78729 DECEMBER 13, 2024 Re: Summary of Business Operations To Whom it May Concern; This letter is to summarize the business operations of Leaf Landscape Supply, Inc., a plant nursery company serving the wholesale landscape trade and retail gardening enthusiasts, as it pertains to the purchase of land at 7444 FM 482, New Braunfels, TX. 78132. Regards, Brad Seever Brad Seever Principal / COO Ord. 25-S-009 Specific Use Permit for Nursery, Major at 7444 FM 482 Samuel Haas| Senior Planner Approx. 4.3 Acres Comal PID: 75307 7444 FM 482 Existing: Residential & Existing Business 2 •January 23, 2025, a total of 6 Public Hearing Notices were sent out. •Responses Received: 0 – Opposition, 0-In Favor 0-Neutral •1 sign was posted on the property. •Noticed was published in the SA Express on February 12, 2025 3 Background •The applicant is the property owner who is requesting a Specific Use Permit for the property on behalf of a potential buyer •The buyer is a landscaping supply company that would like to open a Nursery, Major on the site. 4 Background 5 Unified Development Code (UDC) Article 16 - Definitions defines Nursery, Major as: "Nursery, Major: An establishment for the cultivation and propagation, display, storage, and sale (retail and wholesale) of large plants, shrubs, trees, and other materials used in indoor and outdoor plantings; and the contracting for installation and/or maintenance of landscape material as an accessory use. Outdoor display and storage is permitted" UDC SECTION 21.5.11.D Criteria for Approval 1.The proposed use at the specified location is consistent with the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans. •The Comprehensive Plan designates this area as Mixed-Use Center •Intended to integrate residential, commercial, and often entertainment spaces nearby, typically along significant transportation corridors. •The specific use of Nursery, Major is consistent with the desired commercial portions of the Mixed-Use Center. 6 7 UDC SECTION 21.5.11.D Criteria for Approval 2. The proposed use is consistent with the general purpose and intent of the applicable zoning district Regulations UDC defines General Business District (GB) as: •“intended to provide suitable areas for the development of non-residential uses” •“offer a wide variety of retail and service establishments” •“businesses are usually located…along principal transportation corridor” Nursery,Major meets the intended use of the General Business District (GB) FM 482 is classified in the Master Thoroughfare Plan as a "principal arterial" 8 UDC SECTION 21.5.11.D Criteria for Approval 3. The proposed use is compatible with and preserves the character and integrity of adjacent developments and neighborhoods; •Adjacent developments and neighborhoods consist of •a school, residences, rural/open space •Casa Verde Farms, a similar use, is .5 miles to the south-west on FM 482. •Due to these factors, the proposed use is compatible 9 UDC SECTION 21.5.11.D Criteria for Approval 4. The proposed use will not adversely affect the overall health, safety, or general welfare of the City; •Similar uses in other parts of Schertz indicates no inherent adverse affects. •Location of subject property is largely rural/open space. •Impacts of proposed use minimized •Article 9 in place to help mitigate any potential conflicts. 10 UDC SECTION 21.5.11.D Criteria for Approval 5. Whether other factors are deemed relevant and important in the consideration of the Specific Use Permit; •Schertz Fire,EMS,and Police have been notified of the zone change requests and have provided no objection. 11 Recommendation Staff Recommendation The proposed Specific Use Permit: •Consistent with the Comprehensive Plan •Meets the intent of the Zoning District •Consistent with the surrounding area •Does not adversely affect the overall health,safety,and general welfare of the city Therefore, Staff recommends approval of Ord. 25-S-009 conditioned on the following: 1. A building permit is approved within two (2)years of the adoption of the SUP ordinance 2. The applicant is not required to build an 8-foot masonry wall as required per Unified Development Code Section 21.9.7.D.14.b.ii provided the applicant increases the landscaping in the 20-foot buffer surrounding the property. 12 13 Agenda No. 10.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Engineering Subject: Ordinance 25-S-010 - Conduct a public hearing and consider an Amendment to the City of Schertz Comprehensive Plan to incorporate updated Water and Wastewater Master Plans (B.James/K.Woodlee) BACKGROUND Necessary tools to guide the planning, development, and financing of water and wastewater facilities in the City of Schertz are up-to-date master plans for those utilities.  A master plan is built starting with a comprehensive assessment of the current state of a utility - in this case water and wastewater - with respect to its function and capacity.  Development of the master plans includes creation of models of existing facilities, evaluation of anticipated growth, and the identification of projects needed to expand and improve the systems and operations thereof.  The resulting master plans then act as guides for implementation of the needed improvements. The City is currently undertaking the process of updating its water and wastewater impact fees and, as part of that process, updated water and wastewater master plans have been developed and are attached along with a report supporting their development. A public hearing was held by the City of Schertz Planning and Zoning Commission on January 22, 2025.  The Commission voted unanimously to recommend approval of the updated Water and Wastewater Master Plans to City Council. GOAL The goal of this agenda item is to have City Council consider and adopt the updated Water and Wastewater Master Plans which will be supplemental to the City's Comprehensive Land Use Plan. COMMUNITY BENEFIT It is the City's desire to promote safe, orderly, efficient development and ensure compliance with the City's vision of future growth.  Identification and execution of water and wastewater projects for expansion and/or improvements needed to support expected growth and continued reliable utility service for customers within the City's service areas is critical to the well-being of the community.  The Master Plans are important guides for that effort. SUMMARY OF RECOMMENDED ACTION Staff recommends that City Council approve and adopt the proposed amendment to the Comprehensive Plan to incorporate the updated Water and Wastewater Master Plans. RECOMMENDATION Approve Ordinance 25-S-010. Attachments Ordinance 25-S-010  Wa-WW Master Plans Presentation  ORDINANCE 25-S-010 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, ADOPTING UPDATED WATER AND WASTEWATER MASTER PLANS AS SUPPLEMENTS TO THE COMPREHENSIVE LAND USE PLAN, REPEALING ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT WITH THIS ORDINANCE; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City Council of the City of Schertz, Texas, (the “City”) has determined that there is a need for updates to the City’s Master Plans for Water and Wastewater infrastructure; and WHEREAS, the City Staff worked with a consultant to develop updated Master Plans that address anticipated growth and operational needs of the City in its service areas; and WHEREAS, the Planning and Zoning Commission of the City conducted a public hearing and, after considering the report and presentation, made a recommendation of approval of the proposed updated Water and Wastewater Master Plans; and WHEREAS, the City Council has been presented with the background report and proposed updated plans which are set forth on Exhibits A and B attached hereto and determined that it is in the best interest of the City to adopt the plans as presented; and NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City hereby adopts the updated Water and Wastewater Master Plans as set forth on Exhibits A and B to this Ordinance. The plans as adopted will be considered supplemental to the City’s Comprehensive Land Use Plan. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part of the judgment and findings of the Council. Section 3. All ordinances and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as to the matters resolved herein. Section 4. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 7. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. PASSED AND APPROVED on the _______day of _________________, 2025. CITY OF SCHERTZ, TEXAS _____________________________ Ralph Gutierrez, Mayor ATTEST: __________________________________ Sheila Edmondson, City Secretary City of Schertz 2024 Water & Wastewater Master Plan & CIP 2024 Water & Wastewater Impact Fee Report Prepared By: Lockwood, Andrews, and Newnam Inc. 215 Mary Avenue, Suite 309 Waco, Texas 76701 254-753-9585 January 2025 TBPE Firm No. 2614 Table of Contents 1. EXECUTIVE SUMMARY .............................................................................................. 4 2. LAND USE ASSUMPTIONS ......................................................................................... 6 2.1 Data Review & Methodology ............................................................................................. 6 2.2 Summary of Comprehensive Land Use and Future Development Assumptions ............... 7 2.3 Land Use and Growth Projections ..................................................................................... 8 2.4 CCNs Service Area Updates ........................................................................................... 11 2.5 Future System Modeling ................................................................................................. 12 3. WATER SYSTEM EVALUATION & CIP ..................................................................... 13 3.1 Modeling & Evaluating the Existing Water System .......................................................... 13 3.2 Future Water System Evaluation & CIP .......................................................................... 34 4. WASTEWATER SYSTEM EVALUATION & CIP......................................................... 47 4.1 Modeling the Existing Wastewater System ..................................................................... 47 4.2 Existing Wastewater System Evaluation ......................................................................... 56 4.3 Future Wastewater System Evaluation & CIPs ............................................................... 58 5. CIP Cost Data ............................................................................................................. 67 5.1 Cost Data ........................................................................................................................ 67 5.2 Inflation Rate Calculation ................................................................................................ 68 5.3 CIP Projects Estimates of Probable Cost ........................................................................ 69 6. LIST OF APPENDICES .............................................................................................. 74 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 1 List of Tables Table 1: Land Use of Territories Under Delayed Annexation Agreements ..................................... 9 Table 2: Population Projections ...................................................................................................... 9 Table 3: Housing Projections .......................................................................................................... 9 Table 4: Maximum Build-Out Estimates ....................................................................................... 10 Table 5: Household Size Projections ............................................................................................ 10 Table 6: Employment & Commercial Property Projections ........................................................... 11 Table 7: Average Day Wholesale Customer Meter Demands ...................................................... 13 Table 8: Peak Day Wholesale Customer Meter Demands ........................................................... 14 Table 9: TAC Criteria for the Evaluation of the City's Existing System ......................................... 18 Table 10: Well Capacities ............................................................................................................. 21 Table 11: Wholesale Water Commitments ................................................................................... 22 Table 12: Storage Tank Capacities .............................................................................................. 22 Table 13: Elevated Storage Tank Capacities ............................................................................... 23 Table 14: Pump Capacities .......................................................................................................... 23 Table 15: Average Day Minimum Pressures Observed in Each Pressure Plane.......................... 24 Table 16: Peak Day Minimum Pressures Observed in Each Pressure Plane ............................... 26 Table 17: Peak Day Plus Fire Flow Scenic Hills Simulation ......................................................... 29 Table 18: Peak Day Plus Fire Flow I-35 Simulation ...................................................................... 31 Table 19: Peak Day Plus Fire Flow Live Oak Simulation .............................................................. 32 Table 20: Near Term Water CIP Project Summary ....................................................................... 35 Table 21: Projected 2030 Number of Connections per Pressure Plane ....................................... 37 Table 22: 2030 TCEQ Capacity Analysis for IH-35 & Scenic Hills Pressure Planes ..................... 37 Table 23: 2030 TCEQ Capacity Analysis for Live Oak Pressure Plane ........................................ 37 Table 24: 2030 Water CIP Project Summary ................................................................................ 41 Table 25: Projected 2050 Number of Connections per Pressure Plane ....................................... 42 Table 26: 2050 TCEQ Capacity Analysis for IH-35 & Scenic Hills Pressure Planes ..................... 42 Table 27: 2050 TCEQ Capacity Analysis for Live Oak Pressure Plane ........................................ 42 Table 28: 2050 Water CIP Project Summary ................................................................................ 46 Table 29: Dry Weather Sanitary Load & Diurnal Curve Adjustment Summary ............................. 49 Table 30: Dry Weather Calibration Results .................................................................................. 51 Table 31: Rainfall Event Properties .............................................................................................. 52 Table 32: Rain Gauge Data Assumptions .................................................................................... 52 Table 33: Calibrated RTK Parameters .......................................................................................... 54 Table 34: Wet Weather Calibration Results .................................................................................. 55 Table 35: Calibration Event Wet Weather Peaking Factors for Metered Basins ........................... 56 Table 36: Dry Weather Flow Projections ...................................................................................... 58 Table 37: Capacity Deficiency Criteria for Existing Facilities .................................... 59 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 2 Table 38: Design Criteria for New Sewer Facilities ....................................................................... 59 Table 39: Breakdown of Average Dry Weather Flows by Outfalls ................................................ 60 Table 40: Near Term Projects Summary ...................................................................................... 61 Table 41: 2030 Growth Projects Summary ................................................................................... 62 Table 42: 2030 System Improvement Projects Summary ............................................................. 63 Table 43: 2030 CCMA System Improvement Projects Summary ................................................. 63 Table 44: 2050 Growth Projects Summary ................................................................................... 64 Table 45: 2050 System Improvement Projects Summary ............................................................. 64 Table 46: Lift Station Capacity Evaluation .................................................................................... 65 Table 47: Force Main Capacity Evaluation ................................................................................... 66 Table 48: Yearly Inflation Rate Calculations ................................................................................. 68 Table 49: Near Term Water CIP Projects Estimate of Probable Costs ......................................... 69 Table 50: 2030 Water CIP Projects Estimate of Probable Costs .................................................. 70 Table 51: 2050 Water CIP Projects Estimate of Probable Costs .................................................. 70 Table 52: Near Term Wastewater CIP Projects Estimate of Probable Costs ............................... 71 Table 53: 2030 Wastewater CIP Projects Estimate of Probable Costs ......................................... 72 Table 54: 2050 Wastewater CIP Projects Estimate of Probable Costs ......................................... 73 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 3 List of Figures Figure 1: Average & Peak Day Diurnal Patterns for Single-Family Residential Meters ................ 15 Figure 2: Average & Peak Day Diurnal Patterns for Multi-Family Residential Meters ................... 15 Figure 3: Live Oak PRV Flows ...................................................................................................... 16 Figure 4: Extent of Waterline Segment Removed from Existing System Model ........................... 17 Figure 5: Live Oak GST & I-35 EST Percent Full Over 24 Hours ................................................. 20 Figure 6: Live Oak GST & I-35 EST Percent Full Over 48 Hours ................................................. 20 Figure 7: Average Day Conditions Minimum Pressures ............................................................... 25 Figure 8: Peak Day Conditions Minimum Pressures .................................................................... 27 Figure 9: Fire Flow Simulation Locations ...................................................................................... 28 Figure 10: Scenic Hills Fire Flow Simulation ................................................................................ 30 Figure 11: I-35 Fire Flow Simulation ............................................................................................. 31 Figure 12: Live Oak Flre Flow Simulation ..................................................................................... 33 Figure 13: 2030 Peak Day Corbett EST Levels ............................................................................ 38 Figure 14: 2030 Peak Day Live Oak EST Levels .......................................................................... 38 Figure 15: 2030 Peak Day Nacogdoches EST Levels .................................................................. 39 Figure 16: 2030 Peak Day IH-35 EST Levels ............................................................................... 39 Figure 17: 2030 Peak Day Northcliffe EST Levels ........................................................................ 40 Figure 18: 2050 Peak Day Corbett EST Levels ............................................................................ 43 Figure 19: 2050 Peak Day LIve Oak EST Levels ......................................................................... 43 Figure 20: 2050 Peak Day Nacogdoches EST Levels .................................................................. 44 Figure 21: 2050 Peak Day IH-35 EST Levls ................................................................................. 44 Figure 22: 2050 Peak Day Nortcliffe EST Levels .......................................................................... 45 Figure 23: Schematic of Flow Monitors in the City's Wastewater System .................................... 48 Figure 24: Example Plot of Diurnal Pattern .................................................................................. 50 Figure 25: Sample Dry Weather Calibration Plot .......................................................................... 50 Figure 26: RTK Method Parameters ............................................................................................. 53 Figure 27: Sample Wet Weather Calibration Plot ......................................................................... 55 Figure 28: 5-Year 24 Hour Design Storm ..................................................................................... 57 Figure 29: AACE Cost Estimate Clases ....................................................................................... 67 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 4 1. EXECUTIVE SUMMARY The City of Schertz (City) contracted Lockwood, Andrews, and Newnam Inc. (LAN) to analyze and update the Water and Wastewater Master Plan & Capital Improvements Plan (CIP). The goal of this update is to provide a strategic framework for the City’s growth, development, and infrastructure enhancements over the next 30 years, ensuring that future investments align with the community's long-term vision and needs. A master plan serves as the City's guiding document for land use, zoning, utilities, public services, and economic development. This document specifically focuses on water and wastewater utility improvements that are required due to growth and various system needs. As part of this update, land use assumptions were developed based on past data from the City and Alamo Area Metropolitan Planning Organization (AAMPO) Traffic Analysis Zone (TAZ) demographic databases. These assumptions then indicated where areas of residential and commercial growth are likely to occur as well as the projected increase in those areas as shown in the tables below. This data was applied to the hydraulic water and wastewater models which are discussed later in this report. Population Projections Population Projections (Cumulative) (1) Historical 5-Year 10-Year 15-Year 20-Year 25-Year 30-year 2020 2025 2030 2035 2040 2045 2050 Compound Annual Growth Rate - 1.8% 2.0% 2.0% 1.9% 1.9% 1.8% Population 45,719 49,985 55,187 60,933 66,946 73,553 80,416 Total Increase (+) 4,266 5,202 5,745 6,013 6,607 6,863 Employment & Commercial Property Projections Employment Projections (Cumulative) Historical(1) 5-Year 10-Year 15-Year 20-Year 25-Year 30-year 2020 2025 2030 2035 2040 2045 2050 Compound Annual Growth Rate(2) - 0.8% 0.8% 3.0% 2.4% 2.2% 2.2% Persons Employed 21,437 22,363 23,288 24,213 27,305 30,397 33,839 Commercial Parcels 313 327 340 394 445 495 551 Total Increase in Commercial Parcels (+) 14 14 54 50 50 56 After developing the land use assumptions and identifying areas of growth, the existing water and wastewater systems were analyzed. The analysis for the water system model focused on meeting the Texas Commission for Environmental Quality’s (TCEQ) requirements for system storage capacity, supply, service capacity, and minimum pressure requirements for public water systems. For the wastewater system model evaluation, emphasis was placed on identifying sanitary sewer overflows at manholes and surcharged gravity mains. From the analysis of the systems and the growth identified from the land use assumptions, projects were proposed in the Capital Improvements Plan (CIP). The CIP typically spans a 5- to 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 5 10-year horizon with longer term projections for major capital projects. These improvements are crucial for maintaining and enhancing the city’s infrastructure to accommodate growth and improve the existing system. High level estimates of probable cost for each CIP project were developed based on four industry standard price sources. For the 2030 and 2050 projects, inflation rates were calculated and applied in order to capture the increase in construction costs. These project costs help the City determine how much funding is required and determine if additional funding sources need to be identified. The updated master plan and CIP provide a comprehensive, actionable roadmap for the City’s growth and development, aligning infrastructure investments with community priorities and long-term goals. By adopting these plans, the City can continue to maintain and develop a reliable water and wastewater system for both the intermediate and future demands. JANUARY 2025 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 6 2. LAND USE ASSUMPTIONS Land use assumptions are required to be periodically updated in accordance with TLGC Section 395.052. These assumptions form the basis for analyzing existing and future water and wastewater needs based on growth projections. This section describes how LAN performed a land use assessment, developed growth projections, and applied this data to the hydraulic water and wastewater models which are discussed later in this report. 2.1 Data Review & Methodology 2.1.1 City Provided Data Data and resources necessary for LAN to assess current and future land uses, development projections, and Water and Wastewater service networks were provided by the City. Sources available up to December 31, 2021 were incorporated in the land use assumptions for this master plan effort. The plan was modified based on residential subdivision development information received from the City on April 8th, 2022. This includes the following: · GIS Shapefiles o Received by LAN in the December 2019 data package from the City  Shapefiles in this data package included: · Comprehensive Land Use · Zoning Ordinances · Water and Wastewater infrastructure · CCN Service Areas · Municipal Boundaries · Customer Meters · Subdivision Land Use Statistics · Residential Land Use Forecasts o Microsoft excel spreadsheet received by LAN in April 2020 from the City’s Director of Planning and Community Development. · 2018 City of Schertz Comprehensive Land Use Plan Map · 2017 Roadway Impact Fee Land Use Assumption Report by Freese and Nichols, Inc. 2.1.2 AAMPO TAZ Data Alamo Area Metropolitan Planning Organization (AAMPO) Traffic Analysis Zone (TAZ) demographic databases were used to determine the City’s growth projections. TAZs are the geographic units used to inventory existing and future demographic data required for modeling purposes. TAZ data included 2020, 2025, 2035, and 2045 population, number of households, average household size, and employment inventories for the study area. Databases were downloaded from the AAMPO website in the form of GIS shapefiles and concentrated to correctly reflect the City’s extent. It should be noted that TAZ demographic data from 2020 was provided to LAN separately from the 2025-2045 projected demographic data. Because the 2020 data package was a direct result from the official 2020 Census and the projected data was calculated by AAMPO before 2020, LAN identified discrepancies in growth rates between the years 2020 and 2030 for population and employment. For the purpose of this Land Use Assessment, population and employment data between the years 2020 and 2030 was interpolated to reflect consistent growth rate throughout the 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 7 planning period. LAN has communicated with AAMPO about the data discrepancies and will update all projections accordingly for future system modeling. At the request of City staff, the projected growth rate for each 5-year period was increased by 0.1% to be conservative. These adjusted population numbers are presented in subsequent sections. 2.1.3 Planning Period This Comprehensive Land Use Assessment utilizes a 30-year planning period from 2020 to 2050. Because the AAMPO TAZ demographic data is limited to the year 2045, demographics were projected to 2050 by assuming the same compound annual growth rate (CAGR) established in 2045. 2.2 Summary of Comprehensive Land Use and Future Development Assumptions 2.2.1 2017 Roadway Impact Fee Land Use Assumptions by Freese and Nichols, Inc. The 2017 Roadway Impact Fee Land Use Assumptions Report identified land use assumptions and recommendations for the City over a 10-year planning period ending in 2027. Upon completion of this 2021 Comprehensive Land Use Assessment, LAN has identified that the following assumptions from the 2017 Report will remain true for the 30-year planning period ending in 2050: · Territories south of Randolph Air Force Base are impacted by restrictions based on Air Impact Compatible Use Zones (shown on the City’s Comprehensive Land Use Plan Map as Attachment 1). Restrictions include limits on residential development densities. · Continued commercial and residential development pressure in the North from New Braunfels will impact growth around the City. 2.2.2 Assumptions Made by LAN A series of assumptions in relation to the City’s land use and future development have been made by LAN after completing this Land Use Assessment. The following assumptions were made to initiate updates to the water master plan and CIP: · Land uses identified in the 2018 Comprehensive Land Use Plan Map were modified based on updated residential subdivision development information received from the City on April 8th, 2022. It is assumed that these developments will remain in place for the 30-year planning period. The names and location of these updated developments are labeled on Appendix 5 and Appendix 6. · Land use data available up to April 8th, 2022 were incorporated in the land use assumptions for this master plan effort. · New growth throughout the 30-year planning period will expand away from the City center, where the highest densities of development currently exist. · Continued development pressure in the North along the IH-35 corridor and from New Braunfels will result in future residential and commercial development at higher densities throughout the north, than in the south. · Territories under delayed annexation agreements with the City will be annexed by 2025. The annexation of these territories will expand municipal boundaries. · Regions within Municipal Boundaries that do not currently lie within City water or wastewater Certificates of Convenience and Necessity (CCN)s identified by the Public Utilities 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 8 Commission (PUC) are serviced by other authorities and will remain so throughout the 30-year planning period. · The existing water and wastewater CCNs will remain in place for the 30-year planning period. 2.3 Land Use and Growth Projections 2.3.1 2018 Comprehensive Land Use Plan The City’s Comprehensive Land Use Plan Map is included in this report as Appendix 1 and serves as a provisional guideline for future development across the City. The land uses identified in the 2018 map provide a framework that will be reflected by the City’s future development decisions. The exception is the area south of Schaeffer Rd and east of FM 1518. Recent land use plan amendments in this area include zoning changes based on data available up to October 1st, 2022. 2.3.2 Zoning The City’s existing zoning ordinances are included in this report as Appendix 2. The existing zoning ordinances were published in 2019 and serve as a means for which the 2018 Comprehensive Future Land Use Plan will be implemented. Based on land use data available up to October 1st, 2022 (including residential subdivision development information received from the City), the 2019 zoning designations were updated. It is assumed for the purposes of this study, that the zoning identified in Attachment 2 will remain in place for the 30-year planning period ending in 2050 apart from areas south of Schaeffer Rd and east of FM 1518 and areas just north of Trainer Hale Rd which are already approved for rezoning as of May 26, 2022. All existing and future subdivisions are shown in Appendix 5 & 6. 2.3.3 Delayed Annexation Agreements Zoning ordinances were used to locate territories around the City under delayed annexation agreements. Territories under delayed annexation agreements currently exist within zones of Extra Territorial Jurisdiction (ETJ), which constrain the City’s growth. These territories are primarily located throughout the Northeast corner of the City extending toward New Braunfels and in the Southeast between FM 1518 and IH-10. 2.3.3.1 Annexation Schedule The City’s Director of Planning and Community Development provided LAN with timelines for completing existing annexation agreements. The City Plans for the existing annexations to be completed by 2025. 2.3.3.2 Supported Land Uses of Territories to be An nexed Table 1 summarizes the supported land uses of the territories under delayed annexation agreements. The annexation data provided to LAN was geographically categorized between the north and south. The location of the areas under a delayed annexation agreement is illustrated in Appendix 2 and the supported land uses for future development of these area is presented in Appendix 9 & 10. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 9 Table 1: Land Use of Territories Under Delayed Annexation Agreements Delayed Annexation Agreements: Parcel Land Use Supported Land Uses(1) Total Parcels Total Acreage Single-Family Residential Lots Allowed Commercial Parcels North Schertz Commercial, Single-Family Residential 43 1,037 822 2 South Schertz Commercial, Single-Family Residential 86 3,110 2,000 5 (1)For the purpose of this assessment, single-family residential land use includes Agricultural Conservation, Traditional Neighborhood Development (TND), Transit Oriented Development (TOD), and Estate Neighborhood 2.3.4 Population Projections Table 2 uses AAMPO TAZ demographic data to summarize population projections over the 30- year planning period ending in 2050. Combining these projections with development anticipated as of October 1st, 2022, Projections suggest that population is expected to steadily increase throughout the 30-year planning period at an average compound annual growth rate (CAGR) of 1.%. Appendix 3 presents 2020 (historical) and 2050 (projected) population distribution across the City, reflecting the population increase provided in Table 2. Table 2: Population Projections Population Projections (Cumulative) (1) Historical 5-Year 10-Year 15-Year 20-Year 25-Year 30-year 2020 2025 2030 2035 2040 2045 2050 Compound Annual Growth Rate - 1.8% 2.0% 2.0% 1.9% 1.9% 1.8% Population 45,719 49,985 55,187 60,933 66,946 73,553 80,416 Total Increase (+) 4,266 5,202 5,745 6,013 6,607 6,863 (1)Total population accounts for areas of existing Extra Territorial Jurisdiction (ETJ) for which growth is constrained 2.3.5 Residential Land Use Table 3 uses AAMPO TAZ demographic data to summarize projections for the total number of households over the 30-year planning period. Future residential development across the City is expected to reflect population growth and increased traffic along IH-35. The number of households is expected to increase throughout the 30-year planning period at an average CAGR of 2.2%. 2020 (historical) and 2050 (projected) residential housing distribution across the City are shown in Appendix 4. Because AAMPO TAZ data does not categorize residence type, the housing projections include both single-family and multi-family residences. Table 3: Housing Projections Housing Projections (Cumulative) Historical 5-Year 10-Year 15-Year 20-Year 25-Year 30-year 2020 2025 2030 2035 2040 2045 2050 Compound Annual Growth Rate(1)(2) - 3.2% 2.4% 2.2% 2.1% 2.0% 2.0% Households 15,441 18,034 20,305 22,640 25,120 27,735 30,742 Total Increase (+) 2,593 2,271 2,335 2,480 2,615 2,737 (1)Total number of households accounts for all categories of residential housing units throughout the City (2)Total number of households accounts for all residential housing units located within areas of existing Extra Territorial Jurisdiction (ETJ) for which growth is constrained 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 10 The City’s Director of Planning and Community Development provided LAN with maximum build- out estimates for existing and planned single-family and multi-family residential developments throughout the City. Appendix 5 & 6 shows the location and density of these subdivisions in comparison to the Wastewater and Water Certificates of Convenience and Necessity (CCNs) service areas. Appendix 5 & 6 serves as an exhibit of where the City is allowed to provide services and where their population may be distributed. Table 4 summarizes the maximum build-out estimates. According to this data, approximately 90% of the existing and planned residential developments are single-family residential. Table 4: Maximum Build-Out Estimates Residential Type Land Use Statistics Single-Family Multi-Family Number of Households Expected at Maximum Build-Out for Existing and Planned Subdivisions(2) 20,102 3,339 (2)Total number of households includes subdivisions in areas of existing ETJ for which growth is constrained 2.3.5.1 Single-Family Residential Development The Comprehensive Land Use Plan indicates that single-family is the primary type of residential land use throughout the City. Over the 30-year planning period, development pressure along IH-35 and from New Braunfels will impact the distribution of residences across the City. Single-family housing density is expected to be higher in the north throughout this corridor. However, in the southern portion of the City, west of FM 1518, residential development will primarily consist of lower density rural and estate style subdivisions. It is anticipated that additional single-family development will occur east of FM 1518 based on recent requested and authorized zoning changes. 2.3.5.2 Multi-Family Residential Development Currently, multi-family residential establishments are located centrally in the City and account for a small percentage of the City’s residential type land uses. While the number single-family residences will continue to dominate over the 30-year planning period, data provided by the City’s Director of Planning and Community Development notes a few new multi-family residential subdivisions have been planned. These developments are primarily located in the northeast between IH-35 and the Schertz City Limits, with one in the southern portion of the City. The location and density of these three developments are included in Appendix 5 & 6. 2.3.5.3 Average Household Size Table 5 uses AAMPO TAZ demographic data to summarize the average number of persons per household over the 30-year planning period. Because AAMPO TAZ data did not categorize residence type, household size accounts for both single-family and multi-family residences. Table 5 indicates the average household size will remain close to three persons over the 30-year planning period. Table 5: Household Size Projections Average Household Size Historical 5-Year 10-Year 15-Year 20-Year 25-Year 30-Year 2020 2025 2030 2035 2040 2045 2050 Persons(1)(2) 3.0 2.8 2.7 2.7 2.7 2.7 2.6 (1)All categories of residential housing throughout the City are accounted for (2)Total number of households includes subdivisions in areas of existing ETJ for which growth is constrained 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 11 2.3.6 Commercial Land Use The Comprehensive Land Use Plan implies that commercial type land uses will continue to exist primarily along major thoroughfares in the north surrounding IH-35, in the south surrounding IH-10, and centrally surrounding FM 3009. The number and location of existing and planned commercial-type parcels were provided by the City in the form of a GIS Shapefile, shown in Appendix 7 & 8. These exhibits show the Wastewater and Water CCN service areas, respectively, to compare where the City is allowed to provide service to where they can expect commercial development. It was determined that AAMPO TAZ data for the number of persons employed throughout the City could reflect the number of commercial-type establishments. The CAGR for employment was used to project the number of commercial establishments over the 30-year planning period. Table 6 summarizes the employment projections, CAGR, and anticipated number of commercial establishments. Increased traffic and population among the IH-35 corridor could result in a higher demand for commercial property development in the North. Table 6: Employment & Commercial Property Projections Employment Projections (Cumulative) Historical(1) 5-Year 10-Year 15-Year 20-Year 25-Year 30-year 2020 2025 2030 2035 2040 2045 2050 Compound Annual Growth Rate(2) - 0.8% 0.8% 3.0% 2.4% 2.2% 2.2% Persons Employed 21,437 22,363 23,288 24,213 27,305 30,397 33,839 Commercial Parcels 313 327 340 394 445 495 551 Total Increase in Commercial Parcels (+) 14 14 54 50 50 56 (1)Employment and commercial projections include areas of existing Extra Territorial Jurisdiction (ETJ), for which growth is constrained 2.4 CCNs Service Area Updates The City’s existing Water and Wastewater certificates of convenience and necessity (CCNs) identified by the Public Utility Commission (PUC) were reviewed to identify areas the City is currently serving as well as resolve where the City may be servicing outside their PUC identified CCN boundaries. Per correspondence on August 11, 2021, it was decided that the current water and wastewater CCN service areas would remain unchanged for the 30-year planning period. This conservative approach would allow the City to monitor potential CCN changes as development occurs and to adapt using the 5-year impact fee cycle in lieu of wholesale CCN change assumptions for the next 30 years. The City is aware that some regions within their municipal City Limits currently exist outside their water and wastewater CCN service areas and will remain under the service of their existing providers throughout the 30-year planning period. Likewise, regions annexed into the City during the 30-year planning period will not be added to the City’s water and wastewater CCN service areas if they are not currently located within the service areas. The existing water and wastewater CCN service areas can be seen in Appendix 9 & 10. These exhibits present the land use categories used in the development of population projection allocations, calculations of future demands, and wastewater loading development. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 12 2.5 Future System Modeling To develop future conditions for water and wastewater system modeling the existing system models will be modified to reflect the assumptions made in this report. Assumptions and projections made for City growth, land uses, and development are used to establish and allocate future demands and supply requirements for the required planning period. In general, the expansion of Municipal Boundaries throughout the planning period will result in City-wide growth and the extension of water and wastewater service networks. Projected residential and commercial development throughout the planning period will produce increased water and wastewater flows. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 13 3. WATER SYSTEM EVALUATION & CIP 3.1 Modeling & Evaluating the Existing Water System This section provides an overview of the existing system model evaluation and the assessment of the results against the TCEQ requirements for system storage capacity, supply, service capacity, and minimum pressure requirements for public water systems. 3.1.1 Updates to Existing System Model LAN built a hydraulic model of the City’s existing water distribution system in Bentley’s WaterGEMS software using data provided by the City. The model and the Technical Memo with model build details and preliminary model verification results for the existing system were presented to the City at a review meeting on September 10, 2020. After the existing water system review meeting on September 10, 2020, the following items were updated in the hydraulic model to better reflect existing conditions: · Wholesale Customer Demands · Residential Water Usage Patterns · Live Oak Pressure Reducing Valve Settings · Removal of Waterlines Not in Service 3.1.1.1 Wholesale Customer Demands Meter usage data from the City of Selma and City of Cibolo was provided to LAN by the City and were used to identify average and peak day demands at the wholesale customers’ meters. Average day demands and peak day demands were input into the existing system model at each customer meter location and are summarized in Table 7 and Table 8, respectively. Table 7: Average Day Wholesale Customer Meter Demands 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 14 Table 8: Peak Day Wholesale Customer Meter Demands 3.1.1.2 Residential Water Usage Patterns During the review of the existing system model with the City, it was noted that the residential water usage patterns did not reflect the observed peak hour usage for the Schertz water system. With only monthly flow monitoring data available from the City, updated representative average day and peak day water usage patterns for residential customers was developed using an American Water Works Association report. The updated water usage patterns were developed using the 1993 American Water Works Association (AWWA) Residential Water Use Patterns report using data. The City of Norman, Oklahoma was selected to best represent residential water use patterns for the City of Schertz because of similarities in annual precipitation, average seasonal temperatures, and land use. The AWWA report provided separate usage pattern for both single and multi-family land use types and these patterns were used to update the residential and apartment demands in the existing system model. The average day water usage patterns for Single-Family and Multi-Family use were developed using the Norman info provided in the 1993 report. The average to peak multipliers, used to develop the peak day water usage patterns for Single-Family and Multi-Family use, were calculated using the 36 months of billing data provided to LAN by the City. These average to peak multipliers are: · Single-Family = 3.2 · Multi-Family = 2.6 The Single-Family and Multi-Family average day and peak day diurnal curves used in the existing system model are illustrated in Figure 1 and Figure 2, respectively. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 15 Figure 1: Average & Peak Day Diurnal Patterns for Single-Family Residential Meters Figure 2: Average & Peak Day Diurnal Patterns for Multi-Family Residential Meters 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 16 3.1.1.3 Live Oak Pressure Reducing Valve Settings Comments provided by the City describe that the PRVs separating the Live Oak and I-35 pressure planes do not open under typical average day conditions but do open under peak day conditions. The City indicated that under peak day conditions these valves open around 4:30 am and stay open until around midnight. To simulate these conditions, the assumption was made that, all PRVs were given the same pressure setting. On the Live Oak side of the pressure plane boundary, under peak day conditions, and with all the valves closed, observed pressures at the PRVs averaged 67-psi. Therefore, a pressure setting of 67- psi was tested in the model to see if the PRVs would open during the simulation in the window of time provided by the City. The PRV located near the corner of Mare Way and Schertz Parkway is at a lower elevation of 713-ft (approximately 14 feet lower than the other PRVs). It was assumed that it was unlikely to open in tandem with the other four PRVs on this pressure plane boundary. The results showed all PRVs were open during a window of time similar to the one provided by the City, except the PRV located near the corner of Mare Way and Schertz Parkway as assumed. Flow through the four PRVs that opened throughout a 24-hour EPS peak day scenario at a pressure setting of 67-psi is shown in Figure 3. The PRVs shown in Figure 3 are primarily open between 4:30 am and midnight. The PRV located near the corner of Mare Way and Schertz Parkway was not shown because it did not open at any time during the 24-hour EPS peak day scenario. Figure 3: Live Oak PRV Flows 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 17 3.1.1.4 Removal of Waterlines Not in Service The waterlines shown in Figure 4 were removed from the existing system model. While the lines are planned, the City reported that these waterline segments designated as “Active” in the waterline shapefile, were not yet in service. They will be included in the future conditions model. Figure 4: Extent of Waterline Segment Removed from Existing System Model 3.1.2 Public Water System Evaluation Criteria To evaluate the City’s existing system model, criteria were developed in accordance with Texas Commission on Environmental Quality (TCEQ) Public Drinking Water Rules and Regulations for Public Water Systems found in the Texas Administrative Code (TAC) Chapter 290.D. The TCEQ Rules and Regulations provide minimum capacity requirements for public water systems. The rules and regulations effective January 3, 2019 are applied in this analysis. Several of the evaluation criteria are calculated based on the number of connections in the existing system model. The City of Schertz reports 16,434 connections in the existing water system as of December 15, 2020. The City operates their existing water system as three pressure planes, Scenic Hills, I-35, and Live Oak. For the purposes of this evaluation the system will be assessed as one contiguous network because of the interactions between the existing pressure planes. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 18 Extended period simulations were performed using Bentley’s WaterGEMS software which provided the tools and results necessary to assess the existing system model according to the TCEQ criteria for the following: · 24-hour Average Day Flow (ADF) · 24-hour Peak Day Flow (PDF) · 48-hour Peak Daily Plus Fire Flow Analysis The key criteria for the City’s existing system are summarized in Table 9. Detailed results for the evaluation criteria are discussed in the order as they appear in Table 9 throughout this section. Table 9: TAC Criteria for the Evaluation of the City's Existing System 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 19 3.1.2.1 Supply & Storage TAC 290.45.a “Sources of supply, both ground and surface, shall have a safe yield capable of supplying the maximum daily demands of the distribution system during extended periods of peak usage and critical hydrologic conditions. The pipelines and pumping capacities to treatment plants or distribution systems shall be adequate for such water delivery. Minimum capacities required are specified in §290.45 (relating to Minimum Water System Capacity Requirements).” A 24-hour extended period simulation (EPS) scenario, beginning at midnight, was run for the existing system under peak day conditions. Over the 24-hour simulation, it was observed that both the I-35 elevated storage tank (EST) and the Live Oak ground storage tank (GST) water supply did not recover to at least the same percent full as it was set to at the beginning of the simulation. Figure 5 shows the I-35 EST and Live Oak GST capacities over the 24-hour simulation. In Figure 5, the I-35 EST begins the simulation at 98% capacity and ends the simulation at 20% capacity. Likewise, the Live Oak GST begins the simulation at 83% capacity and ends the simulation at 56% capacity. Because the tanks did not recover by the end of the 24-hour simulation, the run time was lengthened to 48-hours to assess if the tanks recovered by peak hour (5:00 am) and if the decline in tank level continued throughout the second day. Figure 6 shows that neither tank recovers and the Live Oak GST almost drains completely by hour 48. The observed results indicate that the existing system model’s water supply would be incapable of supplying peak day demands for an extended period as stated in TAC 290.45.a. The City did not indicate that they have issues filling the Live Oak EST or GST as severely as seen in the existing system model. A meeting was held to discuss this issue, and additional information about the system and SCADA was provided to LAN. With this information, the model was re-calibrated, and the results more closely reflected what the Live Oak EST and GST were experiencing. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 20 Figure 5: Live Oak GST & I-35 EST Percent Full Over 24 Hours Figure 6: Live Oak GST & I-35 EST Percent Full Over 48 Hours 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 21 3.1.2.2 Wholesale Supplier Requirements TAC 290.45.e “The following requirements apply to systems which supply wholesale treated water to other public water supplies: Wholesalers must provide enough production, treatment, and service pumping capacity to meet or exceed the combined maximum daily commitments specified in their various obligations.” “… minimum water system capacity requirements shall be determined by calculating the requirements based upon the number of retail customer service connections of that wholesale water supplier, if any, fire flow capacities required by chapter 290.46, and adding that amount to the maximum amount of water obligated or pledged under all wholesale contracts, if required.” The minimum required water supply is of 0.6 gpm per connections. For Schertz’s 16,434 connections this minimum water supply is approximately 9,860 gpm. The combination of water supplies is 10,400 gpm as shown in Table 10. · Schertz-Seguin Local Government Corporation (SSLGC) is the main supply of water to the existing system. Based on monthly flow monitoring data provided by the City, the maximum daily supply (under peak day conditions) for Schertz from SSLGC is approximately 6,800 gpm. · Schertz Wells - There are two Schertz wells which can supply up to 1,800 gpm each. The wells supply water directly to the Nacogdoches EST under peak day conditions. Table 10 summarizes the system’s maximum supply which meets the minimum required capacity for existing conditions. Table 10: Well Capacities The City of Schertz provides water to two wholesale customers, the City of Cibolo and the City of Selma. The wholesale contracts with Cibolo and Selma do not specify maximum daily commitments. · Cibolo - from their wholesale water contracts with the City of Cibolo, the City of Schertz is to supply a combined total of 750 acre-feet of potable water per year, this includes 350 acre- feet of potable water per year designated to the Keli Heights Subdivision. 750 acre-feet per year is approximately 465 gpm. · Selma - from their wholesale water contract with the City of Selma, the City of Schertz is to supply a total of 800 acre-feet of potable water per year. 800 acre-feet per year is approximately 496 gpm. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 22 Table 11 summarizes contracted commitments to wholesale customers. Table 11: Wholesale Water Commitments Under peak day conditions, the existing water system’s current available supply of 10,400 gpm (from Table 10) cannot meet the minimum required supply to the City (9,860 gpm) and its wholesale customers (961 gpm, from Table 11) which totals 10,821 gpm. 3.1.2.3 Total Storage Capacity TAC 290.45.b “For more than 250 connections, the system must have a total storage capacity of at least 200 gallons per connection.” The minimum required storage capacity, at 200 gallons per connection, for the existing water system is 3,286,800 gallons. There are eight storage tanks within the existing water system: four elevated storage tanks and four ground storage tanks. The combined total capacity of the storage tanks is 8,500,000 gallons, meeting the minimum storage capacity requirement. Table 12 summarizes storage tank capacities. Table 12: Storage Tank Capacities 3.1.2.4 Elevated Storage Tank Capacity TAC 290.45.b “For more than 250 connections, the system must meet the following requirements: Have an elevated storage tank capacity of 100 gallons per connection or a pressure tank capacity of 20 gallons per connection. An elevated storage capacity of 100 gallons per connection is required for systems with more than 2,500 connections.” Based upon the number of connections in the existing water system, the minimum required EST capacity, at 100 gallons per connection, is 1,643,400 gallons. There are four ESTs within 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 23 the existing water system with a combined storage capacity of 4,000,000 gallons, meeting the minimum required EST capacity. Table 13 summarizes the existing water system elevated storage tank maximum capacities. Table 13: Elevated Storage Tank Capacities 3.1.2.5 Pumping Capacity TAC 290.45.b “For systems which provide an elevated storage capacity of 200 gallons per connection, two service pumps with a minimum combined capacity of 0.6 gpm per connection are required at each pump station or pressure plane. If only wells and elevated storage are provided, service pumps are not required.” Based upon the number of connections in the existing water system, the minimum required elevated storage capacity of 200 gallons per connection is 3,286,800 gallons. Schertz currently has 4,000,000 gallons of elevated storage within their system. Therefore, the minimum pumping capacity for the City is 0.6 gpm per connection based on the requirements. The minimum required combined pumping capacity for the existing water system, at 0.6 gpm per connection, is 9,860 gpm. There are four pump stations within the existing water system housing a total of 13 pumps. Table 14 summarizes the capacities of the 13 existing water system pumps. The maximum total pumping capacity of the pumps is 23,600 gpm, meeting the minimum required capacity. The firm pump capacity (with the largest pump out of service is 20,800 gpm which also meets the minimum capacity. Table 14: Pump Capacities 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 24 3.1.2.6 System Minimum Pressures TAC 290.44.d “… capable of providing a minimum pressure of at least 35-psi at all points within the distribution network” In coordination with the City, LAN made assumptions about the existing water system for the hydraulic model where data was limited. While the model indicates operations concerns in the water system, these should be field verified by the City. The existing system under peak day and average day conditions was evaluated in the model using a 24-hour EPS to observe system wide minimum pressures. The TCEQ required minimum pressure of 35-psi at all points within the distribution network applies to normal operating conditions (e.g. no fire flow or line breaks) and is used as the benchmark for assessing the observed pressures for peak day and average day conditions in the existing system model. Average Day Conditions Without detailed pressure readings across the service area, the existing system model can be used to approximate a system pressure. While the majority of the system does meet the minimum 35-psi, the results from the existing system model indicate pressure concerns under average day conditions in some areas. Observed minimum system pressures under average day conditions are summarized in Table 15. Figure 7 illustrates the observed minimum system pressures across the existing system model under average day conditions. Table 15: Average Day Minimum Pressures Observed in Each Pressure Plane 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 25 Figure 7: Average Day Conditions Minimum Pressures While minimum pressures in the existing system model indicated flows approximately 1-psi below the minimum required pressure of 35-psi at the intersection of Ware Seguin Road and the Ware Seguin Plant and at high elevations adjacent to the I-35 EST, the pressures were significantly above the emergency operations threshold of 20-psi. This is a small deviation and indicates additional data collection, and analysis should be conducted by the City for verification of operations. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 26 The Ware Seguin Plant low pressures occur near the end of the model day and could be related to the storage/capacity issues referenced above. The I-35 EST area low pressures occur near mid-day and could be related to demand patterns used in place of detailed Schertz demand data. Peak Day Conditions Under peak day conditions, the majority of the system does meet the minimum 35-psi. This is illustrated on Figure 8 which summarizes the observed minimum system pressures across the existing water system under peak day demand conditions. However, there were locations in the existing system model where pressures below the minimum requirement were observed, along Ware Seguin Road and near the I-35 EST at Pecan Street. The I-35 EST area low pressures occur near mid-day and could be related to demand patterns used in place of detailed Schertz demand data. These locations are noted on Figure 8. Pressures were below the required 35-psi minimum, as well as the below the 20-psi emergency operations minimum along Ware Seguin Road and surrounding the Ware Seguin Plant. There are two factors driving the low pressure at this location, first its elevation is higher than the surrounding area by approximately 40-ft and, second, at 5 am when this low pressure occurs, the peak residential demand overlaps with irrigation demand from the HOA meters in the residential subdivisions immediately to the northeast and southwest. These low-pressure results indicate additional data collection, and analysis should be prioritized. Observed minimum system pressures under peak day conditions are summarized in Table 16. Table 16: Peak Day Minimum Pressures Observed in Each Pressure Plane 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 27 Figure 8: Peak Day Conditions Minimum Pressures 3.1.2.7 Fire Flows TAC 290.44.d. “When the system is intended to provide firefighting capability, it must also be designed to maintain a minimum pressure of 20-psi under combined fire and drinking water flow conditions.” For conservative modeling purposes, the existing water system was evaluated for three separate peak day plus fire flow scenarios (one in each pressure plane) to observe any potential interaction between the pressure planes. Fire Flow simulations were run at a commercial meter selected to provide “worst case” scenarios within each pressure plane. These specific locations for fire flows 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 28 in each pressure plane were selected because its commercial meter was at a higher elevation than other commercial meter locations in the pressure plane and were not close in proximity to an elevated storage tank or pump station. A representative Fire Flow demand of 3,500 gpm was placed at the selected meter during the corresponding simulation. Simulating worst case scenario fire flow conditions for each pressure plane provides an analysis of how the pressure planes interact while under critical conditions. The selected locations for each simulation are shown in Figure 9. Fire Flow simulations were set to occur from 7 am to 10 am under peak day conditions. This creates a “worst case” condition where the fire flow occurs during peak hour. Figure 9: Fire Flow Simulation Locations 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 29 The Scenic Hills Fire Flow simulation was placed off I-35 at a commercial meter south of Baugh Lane. For the Scenic Hills Peak Day plus Fire Flow simulation, the majority of the system does meet the minimum 20-psi. However, there were locations in the existing system model where pressures below the minimum requirement were observed. The observed system minimum pressures fell below the minimum required pressure of 20-psi at high elevations along Ware Seguin Road, surrounding the Ware Seguin Plant, and at high elevations adjacent to the I-35 EST. These locations are noted on Figure 10 which summarizes the observed minimum system pressures across the existing system model under Peak Day plus Fire Flow conditions. This minimum pressure is a small deviation and systematically observed through non-fire flow conditions. It indicates additional data collection, and analysis is needed. Observed minimum system pressures for the Scenic Hills Peak Day plus Fire Flow simulation are summarized in Table 17. Table 17: Peak Day Plus Fire Flow Scenic Hills Simulation 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 30 Figure 10: Scenic Hills Fire Flow Simulation The I-35 Fire Flow simulation was placed near the intersection of I-35 and FM 3009 at a commercial meter adjacent to Corridor Parkway. For the I-35 Peak Day plus Fire Flow simulation, the majority of the system does meet the minimum 20-psi. However, there were locations in the existing system model where pressures below the minimum requirement were observed. The observed system minimum pressures fell below the minimum required pressure of 20-psi at high elevations along Ware Seguin Road and surrounding the Ware Seguin Plant. These locations are noted on Figure 11 which summarizes the observed minimum system pressures across the existing system model under Peak Day plus Fire Flow conditions. This minimum pressure is a small deviation and systematically observed through non-fire flow conditions. It indicates additional data collection, and analysis is needed. Observed minimum system pressures for the I-35 Peak Day plus Fire Flow simulation are summarized in Table 18. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 31 Table 18: Peak Day Plus Fire Flow I-35 Simulation Figure 11: I-35 Fire Flow Simulation 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 32 The Live Oak Fire Flow simulation was located at a commercial meter approximately 0.6 miles west of the intersection of I-10 and FM 1518. For the Live Oak Peak Day plus Fire Flow simulation, the majority of the I-35 and Scenic Hills Pressure Planes do meet the minimum 20-psi. However, the observed system minimum pressures fell below the minimum required pressure of 20-psi across the majority of the Live Oak Pressure Plane south of FM 78. These locations are noted on Figure 12 which summarizes the observed minimum system pressures across the existing system model under Peak Day plus Fire Flow conditions. These results indicate additional data collection, and analysis is needed. Observed minimum system pressures for the I-35 Peak Day plus Fire Flow simulation are summarized in Table 19. Table 19: Peak Day Plus Fire Flow Live Oak Simulation 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 33 Figure 12: Live Oak Flre Flow Simulation 3.1.3 Recommendations For the TAC Criteria where the model did not demonstrate that the minimum criteria was met, it is recommended that the City take steps to verify the behavior of the water system in the field. This section presents the steps the City can take to verify the model observations. 3.1.3.1 System Storage & Supply Although the system meets the minimum total storage capacity, the existing system model results indicated that the system cannot supply peak day demands for an extended period of time. It is recommended that the City perform pressure and flow monitoring at all pump stations and ESTs concurrently for two weeks during a peak day period (e.g., Mid-August) to verify behavior of the water system under these conditions. It is LAN’s understanding that a second supply connection from the SSLGC will be connected to the proposed Corbett EST (located near the east dead end of Ray Corbett Dr.). This additional supply location and EST will be assessed in the Future System Evaluation effort. These future 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 34 conditions results will be considered when developing the final recommendations for storage and supply of the City’s water system. 3.1.3.2 System Minimum Pressure Requirements Because pressures below the minimum requirements for the average day, peak day, and peak day plus fire scenarios were observed in the existing system model, it is recommended that the City perform pressure monitoring at the locations were these low pressures were observed at the same time that the peak day period flow and pressure monitoring at the pump stations and ESTs is being performed. It is recommended that the data recording equipment used be set to record pressure and flow readings at least every 15-minutes. 3.1.4 Summary The results from this existing system evaluation were used to develop preliminary infrastructure and operational recommendations for near-term and future system improvements. These recommendations, in conjunction with currently planned improvements, are assessed in the future system evaluation and used in the development of the Capital Improvements Plan. Preliminary recommendation alternatives under consideration are (but not limited to): · Increase in water supply · Increased pumping capacity · Increased storage capacity · Changes to pump operating pressure controls or schedules 3.2 Future Water System Evaluation & CIP The following information, criteria, and constraints were used to identify and develop proposed water system improvement projects. · City direction for projects already in planning, design, and construction · Minimum pipe size of 8-inches · Minimum normal system pressure of 45 psi 3.2.1 Near Term System Evaluation Before proceeding to model future scenarios, the system was analyzed to identify improvements needed to solve present day system issues. This analysis is referred to as ‘near-term’ system improvements and accounts for projects which are currently under design or construction and other projects identified in the analysis to resolve existing system deficiencies. The near-term system water model was developed based on the existing conditions model previously developed. Projects which are currently in various stages of design and construction were provided by the City and implemented into the model. After implementing City-identified projects the model was run in average day, peak day, and fire flow conditions to identify additional improvements needed. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 35 3.2.1.1 Fire Flow Analysis Fire flow analysis of the existing system was performed in the development of the “Existing Water System Model Evaluation” memo published January 2021. Projects to resolve fire flow deficiencies in the existing system were identified in the near-term system evaluation and are included in the recommended Near-Term CIPs and proposed Pipe Replacement Program. 3.2.1.2 Pipe Replacement Program In addition to the recommended CIPs identified in the model evaluation, the City also desires to replace undersized (≤6”) and asbestos-cement (AC) distribution pipes within their system. The undersized distribution pipes are unable to provide fire flow and reduce the system capacity. Undersized pipes are recommended to be upsized to 8” PVC, and the AC pipes greater than or equal to 8” should be replaced with PVC pipes of the same size. Based on the pipe attributes in the hydraulic model, there are approximately 280,460 LF of AC pipe in the system and an additional 175,380 LF of undersized pipe in the system. These pipe replacement programs can be established with a goal to replace a certain amount of pipe per year. A 20-year program would include an average replacement rate of 22,800 LF per year. 3.2.1.3 Near Term CIP Projects Recommended near-term CIPs are listed in Table 20 and illustrated in Appendix 11. Table 20: Near Term Water CIP Project Summary CIP Number Description Notes System Improvement Projects NT-W1 Bubbling Springs 6” WL Replacement City identified maintenance project. NT-W2 Corbett Pump Station & 3.0 MG GST Per “Corbett 3.0 MG GST Project” Preliminary Engineering Report (2021), currently underway. NT-W3 Ware Seguin Pump Station Operational Improvement Potentially zero cost project to improve pump station performance in this service area. NT-W4 12" from Ware Seguin to Lower Seguin Currently underway. NT-W5 Fred Couples to Schwab Complete. NT-W6 Schwab to Eckhardt Currently in design. NT-W7 Graytown to Pfeil Currently underway. NT-W8 FM 78 Water Line Replacement Needed for fire flow. NT-W9 Moonlight Meadow Dr & Lost Meadow Dr WL Replacement Needed for fire flow. NT-W10 Robinhood Way WL Replacement Needed for fire flow. NT-W11 Undersized Pipe Replacement Program Replacement of pipes ≤6”. NT-W12 Asbestos Cement Pipe Replacement Program Replacement of AC pipes. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 36 3.2.2 2030 System Evaluation The 2030 planning scenario is the first future scenario that was modeled. To develop the 2030 model, the near-term model was updated to include the water demands associated with 2030 project land use. The City identified projects that were not needed until 2030 were implemented in the 2030 model and additional projects were identified to meet the 2030 system needs. The model was run in average day, peak day, and fire flow conditions to identify additional improvements needed. A TCEQ capacity analysis was completed to confirm the system would meet TCEQ criteria with the recommended 2030 projects implemented. 3.2.2.1 TCEQ capacity Analysis An evaluation of the City’s system was performed to determine if the system met the Texas Commission on Environmental Quality’s (TCEQ’s) minimum pumpage and storage requirements as outlined in Chapter §290.45 of the Texas Administrative Code. A summary of the applicable TCEQ minimum requirements is included below. TCEQ’s requirements are based on the raw number of connections, which have been approximated based on the number of connections in the model and City GIS data. TCEQ Minimum Requirements: 1. Well Pump Capacity: Two (2) or more wells having a total capacity of 0.6 GPM per connection. 2. Elevated Storage Capacity: Elevated storage capacity of 100 gallons per connection. 3. Elevated Storage Credit: If elevated storage capacity of 200 gallons per connection is provided, reduced service pumping requirements can be applied as discussed below. 4. Pressure Tank Capacity: For future systems, if elevated storage is not provided, a pressure tank capacity of 20 gallons per connection is required. 5. Total Storage Capacity (elevated and ground storage): Total storage capacity of 200 gallons per connection, inclusive of the 100-gallon minimum requirement listed above. 6. Service Pump Capacity: 6.1 A minimum of two (2) pumps with a combined capacity of 2.0 GPM per connection, except for systems meeting one of the two requirements below. 6.1.1 For systems that meet the elevated storage credit requirement listed above, a minimum of two (2) pumps with a combined capacity of 0.6 GPM per connection are required for each pump station or pressure plane. 6.1.2 If only wells and elevated storage are provided, service pumps are not required. The City’s existing system is divided into three (3) pressure planes – IH-35, Scenic Hills, and Live Oak. For the TCEQ Capacity Analysis, IH-35 and Scenic Hills pressure planes have been grouped together as they receive water from the same supply point. The 2030 system meets all TCEQ capacity requirements. The number of projected connections for each pressure plane based on current number of connections and projected growth in the system is provided in Table 21, and TCEQ capacity results are summarized in Table 22 and Table 23. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 37 Table 21: Projected 2030 Number of Connections per Pressure Plane Pressure Plane Existing Number of Connections 2030 Number of Connections IH-35 + Scenic Hills 9,913 11,966 Live Oak 6,118 7,385 Total 16,031 19,351 Note: The capacity analysis in Table 22 and Table 23 below assume that all near-term and recommended 2030 projects are complete and in-service. Table 22: 2030 TCEQ Capacity Analysis for IH-35 & Scenic Hills Pressure Planes IH-35 + Scenic Hills Plane Evaluation TCEQ Requirements System Check Total Supply Capacity [gpm] 0.6 gpm/conn 7,180 8,100 MEETS TCEQ REQUIREMENTS Elevated Storage Capacity [gal] 100 gal/conn 1,196,000 3,500,000 MEETS TCEQ REQUIREMENTS Elevated Storage Credit [gal] 200 gal/conn 2,393,200 3,500,000 MEETS TCEQ REQUIREMENTS Total Storage Capacity [gal] 200 gal/conn 2,393,200 13,500,000 MEETS TCEQ REQUIREMENTS Service Pump Capacity [gpm] 0.6 gpm/conn 7,180 11,600 MEETS TCEQ REQUIREMENTS Table 23: 2030 TCEQ Capacity Analysis for Live Oak Pressure Plane Live Oak Pressure Plane Evaluation TCEQ Requirements System Check Total Supply Capacity [gpm] 0.6 gpm/conn 4,431 8,855 MEETS TCEQ REQUIREMENTS Elevated Storage Capacity [gal] 100 gal/conn 738,500 2,500,000 MEETS TCEQ REQUIREMENTS Elevated Storage Credit [gal] 200 gal/conn 1,477,000 2,500,000 MEETS TCEQ REQUIREMENTS Total Storage Capacity [gal] 200 gal/conn 1,477,000 7,500,000 MEETS TCEQ REQUIREMENTS Service Pump Capacity [GPM] 0.6 gpm/conn 4,431 12,600 MEETS TCEQ REQUIREMENTS 3.2.2.2 System Storage The City’s system includes five (5) elevated storage tanks (ESTs). Tank levels through the 2030 peak day scenario are illustrated in the following figures. The Corbett EST is filled by the new Corbett pump station and is able to easily fill when the pump station is running. The lower water level can easily be manipulated based on the pump controls. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 38 Figure 13: 2030 Peak Day Corbett EST Levels The Live Oak EST drains slightly during peak demand times of the day but is able to recover. Figure 14: 2030 Peak Day Live Oak EST Levels 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 39 The Nacogdoches EST level fluctuates throughout the peak day simulation but is able to be filled with the well. Figure 15: 2030 Peak Day Nacogdoches EST Levels The IH-35 EST drains during the peak day simulation but is able to recover to initial levels around hour 27. Figure 16: 2030 Peak Day IH-35 EST Levels 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 40 The Northcliffe EST levels fluctuate frequently throughout the day but can easily recover to initial levels. Figure 17: 2030 Peak Day Northcliffe EST Levels 3.2.2.3 Fire Flow Analysis The 2030 water system was evaluated to determine the best locations to simulate fire flow conditions for residential and commercial users. For residential fire flow, a 1,500 gpm fire flow demand was modeled. For commercial fire flow, a 3,500 gpm fire flow demand was modeled. For all fire flow analyses, a minimum system pressure of 20 psi is required per TCEQ. The fire flow nodes were selected at extremities of the system to represent the most conservative locations to achieve acceptable fire flow. The fire flow node locations are illustrated in Appendix 12. All modeled locations passed fire flow with the recommended 2030 system improvements. 3.2.2.4 2030 CIP Projects Recommended CIPs for 2030 are listed in Table 24 and illustrated in Appendix 13. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 41 Table 24: 2030 Water CIP Project Summary CIP Number Description Notes Growth Projects 2030-W1 New 12" loop east of FM 3009, north of IH-35 (approximately 6,060 LF) Serves new service area. 2030-W2 Raf Burnette Rd 12” WL Improvements Serves new service area. 2030-W3 8” WL from Ray Corbett Dr to Lower Seguin Rd Serves new service area. 2030-W4 Trainer Hale Rd 2” WL Replacement & 8” WL Improvement Upgrades distribution system to current min. pipe size (8") to serve new service area. 2030-W5 Boenig Dr S 6” WL Replacement & 8” WL Improvement Needed to meet growth in area and provide fire flow. 2030-W6 Live Oak to IH-35 24" Transmission Main In progress, pending easement acquisition. Needed to meet growth and provide redundancy. 2030-W7 Ware Seguin Pump Station Expansion Phase 1 Needed to meet new growth in Ware Seguin area. 2030-W8 IH-10 8” WL Improvements Needed to meet growth in area. System Improvement Projects 2030-W9 PRV Installation for Proposed Southwest Pressure Plane Avoids high pressures and improves performance of Ware Seguin Pump Station. 2030-W10 River Rd 6” WL Replacement Removes system bottleneck. 2030-W11 Undersized Pipe Replacement Program Replacement of pipes ≤6”. 2030-W12 Asbestos Cement Pipe Replacement Program Replacement of AC pipes. 3.2.2.5 2030 SSLGC Supply Need As part of the modeling effort, the water supply needed from the Schertz-Seguin Limited Government Corporation (SSLGC) was evaluated. Schertz is currently contracted for 5,801 gpm (8,351 acre-ft per year). An additional 3,799 gpm SSLGC water supply capacity for a total of 9,600 gpm is recommended to meet the 2030 projected system demands. 3.2.3 2050 System Evaluation The 2050 planning scenario is the final future scenario that was modeled. To develop the 2050 model, the 2030 model was updated to include the water demands associated with 2050 project land use. The model was run in average day, peak day, and fire flow conditions to identify improvements needed. A TCEQ capacity analysis was completed to confirm the system would meet TCEQ criteria with the recommended 2050 projects implemented. 3.2.3.1 TCEQ Capacity Analysis The TCEQ capacity analysis was also performed for supply, storage, and pumping with recommended improvements through 2050 implemented. The 2050 system meets all TCEQ capacity requirements. The number of projected connections for each pressure plane based on 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 42 current number of connections and projected growth in the system is provided in Table 25, and TCEQ capacity results are summarized in Table 26 and Table 27. Table 25: Projected 2050 Number of Connections per Pressure Plane Pressure Plane Number of Connections for TCEQ Capacity Analysis IH-35 + Scenic Hills 16,846 Live Oak 10,397 Total 27,243 Note: The capacity analysis in Table 26 and Table 27 assume that all near-term, recommended 2030, and recommended 2050 projects are complete and in-service. Table 26: 2050 TCEQ Capacity Analysis for IH-35 & Scenic Hills Pressure Planes IH-35 + Scenic Hills Plane Evaluation TCEQ Requirements System Check Total Supply Capacity [gpm] 0.6 gpm/conn 10,108 13,300 MEETS TCEQ REQUIREMENTS Elevated Storage Capacity [gal] 100 gal/conn 1,684,600 3,500,000 MEETS TCEQ REQUIREMENTS Elevated Storage Credit [gal] 200 gal/conn 3,369,200 3,500,000 MEETS TCEQ REQUIREMENTS Total Storage Capacity [gal] 200 gal/conn 3,369,200 16,500,000 MEETS TCEQ REQUIREMENTS Service Pump Capacity [gpm] 0.6 gpm/conn 10,108 13,300 MEETS TCEQ REQUIREMENTS Table 27: 2050 TCEQ Capacity Analysis for Live Oak Pressure Plane Live Oak Pressure Plane Evaluation TCEQ Requirements System Check Total Supply Capacity [gpm] 0.6 gpm/conn 6,239 9,400 MEETS TCEQ REQUIREMENTS Elevated Storage Capacity [gal] 100 gal/conn 1,039,700 2,500,000 MEETS TCEQ REQUIREMENTS Elevated Storage Credit [gal] 200 gal/conn 2,079,400 2,500,000 MEETS TCEQ REQUIREMENTS Total Storage Capacity [gal] 200 gal/conn 2,079,400 7,500,000 MEETS TCEQ REQUIREMENTS Service Pump Capacity [GPM] 0.6 gpm/conn 6,239 13,000 MEETS TCEQ REQUIREMENTS 3.2.3.2 System Storage The City’s system includes five (5) elevated storage tanks (ESTs). Tank levels through the 2050 peak day scenario are illustrated in the following figures. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 43 The Corbett EST is filled by the Corbett pump station and is able to easily fill when the pump station is running. The lower water level can easily be manipulated based on the pump controls. Figure 18: 2050 Peak Day Corbett EST Levels The Live Oak EST levels drop in the peak demand times but are able to recover to initial levels within 24 hours. Figure 19: 2050 Peak Day LIve Oak EST Levels The Nacogdoches EST levels fluctuate throughout the peak day simulation but are able to easily recover. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 44 Figure 20: 2050 Peak Day Nacogdoches EST Levels The IH-35 EST is fed by the new 2050 IH-35 pump station and is easily able to fill based on running the proposed pump station. Figure 21: 2050 Peak Day IH-35 EST Levls The Northcliffe EST level fluctuates frequently throughout the peak day simulation but is able to easily recover. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 45 Figure 22: 2050 Peak Day Nortcliffe EST Levels 3.2.3.3 Fire Flow Analysis The 2050 water system was evaluated to determine the best locations to simulate fire flow conditions for residential and commercial users. For residential fire flow, a 1,500-gpm fire flow demand was modeled. For commercial fire flow, a 3,500-gpm fire flow demand was modeled. For all fire flow analyses, a minimum system pressure of 20 psi is required per TCEQ. The fire flow nodes included all nodes included in the 2030 analysis with some additional nodes extending into new 2050 service areas. The fire flow node locations are illustrated in Appendix 14. All modeled locations passed fire flow with the recommended 2050 system improvements. 3.2.3.4 2050 CIP Projects Recommended CIPs for 2050 are listed in Table 28 and illustrated in Appendix 15. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 46 Table 28: 2050 Water CIP Project Summary CIP Number Description Notes Growth Projects 2050-W1 Corbett Pump Station Expansion Prevents low pressures throughout southern part of system 2050-W2 FM 2252 8” WL Improvements Serves new service area 2050-W3 Ware Seguin Pump Station Improvements Phase 2 Prevents low pressures in Ware Seguin area 2050-W4 Beck St 6” WL Replacement Upgrades distribution system to current min. pipe size (8") to serve new service area 2050-W5 Raf Burnette Rd 8” WL Improvements Needed to meet growth in area 2050-W6 IH-35 Pump Station & 3.0 MG GST Needed to meet growth in area 2050-W7 IH-10 and FM 1518 8” Improvements Needed to meet growth in area System Improvement Projects 2050-W8 Lower Seguin Rd 8” WL Replacement Needed for fire flow 3.2.3.5 2050 SSLGC Supply Needs Additional water supply from SSLGC is needed for the 2050 planning scenario. A total of 16,965 gpm of SSLGC supply is recommended to meet the 2050 projected system demands. 3.2.4 Summary The recommendations provided in this section were a collaborative effort with City staff and LAN to identify and model water system improvements to resolve near-term problems as well as meet the needs due to projected growth for the 2030 and 2050 planning periods. The water model should be maintained and updated as new projects are implemented and can be adjusted to address changes in development schedules. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 47 4. WASTEWATER SYSTEM EVALUATION & CIP A wastewater system model was created in Bentley Sewer GEMS by LAN using data provided by the City. LAN presented the model to the City during a meeting on September 10, 2020. Updates to the model were then made according to the comments from the City. To evaluate the existing wastewater system, a reliable hydraulic model is needed. Model reliability is developed through hydraulic model calibration. Model calibration and simulation were performed using Sewer GEMS software which provided the tool and results necessary to assess the existing wastewater system under dry and wet weather conditions. The purpose of this technical memorandum (TM) is to summarize the calibration results for Average Day Flow (ADF) dry and wet weather conditions and to identify areas with hydraulic deficiencies in the City’s wastewater system based on a design storm. 4.1 Modeling the Existing Wastewater System 4.1.1 Flow Monitoring and Rain Gauges RJN Group installed 15 flow monitors in the City’s wastewater system across a variety of gravity main sizes. The flow monitors recorded data in 5-minute increments from April through June of 2020. The goal of the flow monitoring was to record dry weather flows as well as wet weather flows during rain events. RJN also installed six rain gauges in concert with the flow monitors to collect the rainfall data. The rain gauges were located to capture spatial variation of rainfall across the sewer system in 5-minute increments. Appendix 16 illustrates placement of rain gauges, where the 15 flow monitors were placed in the City’s sewer system and the boundaries of the corresponding sewer shed basin for each flow monitor. A schematic network of the flow monitor basins within the City’s sewer system is provided in Figure 23. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 48 Figure 23: Schematic of Flow Monitors in the City's Wastewater System 4.1.2 Dry Weather Calibration Criteria The following guidelines were used as calibration criteria for dry weather calibration effort: · The modeled and monitored flow hydrographs should follow closely in terms of the shape and magnitude. · Timing of the high and low flows from the model and the flow monitors should be within 1- hour. · The modeled and monitored peak flows should be within +/- 10% range. · The modeled and monitored total volume should be within +/- 10% range. 4.1.3 Dry Weather Flows (DWF) Developing base sanitary sewer loads for each sewershed basin is an iterative process. First, preliminary base loads were estimated by applying Traffic Analysis Zone (TAZ) population and employment data to each sewershed basin. A unique gallon per capita per day (gpcd) was estimated for each basin using the TAZ data and the flow monitoring data. These gpcds were then used to calculate the preliminary base load for each basin which was input into the model. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 49 Second, Tuesday May 26, 2020, was chosen as the dry weather calibration day due to the lack of any rainstorms on that day and the consistency in the monitoring across all 15 of the flow monitors within this 24-hour period. Next, a 24-hour Extended Period Simulation was run in the model and the results were compared to the flow monitoring data collected on the chosen dry weather calibration day. Based on this comparison, adjustments were made to the base load and diurnal pattern for each basin until the model results met the dry weather calibration criteria. Some adjustments to the preliminary sanitary loading were significant because the TAZ polygon data which were used to calculate the initial base load estimates are on a large scale. These adjustments were needed to represent the density of load distribution more accurately in the system. To further refine the sanitary loading in the system, point loads were applied to represent significantly large contributors such as apartment buildings or schools. A summary of the adjustments made per basin is provided in Table 29. Table 29: Dry Weather Sanitary Load & Diurnal Curve Adjustment Summary Figure 24 provides an example of a diurnal pattern developed for flow monitor basin FM-12. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 50 Figure 24: Example Plot of Diurnal Pattern 4.1.4 Dry Weather Calibration Results The dry weather calibration was an iterative process involving adjustment of base sanitary loadings, diurnal curves, and point loads. Eventually, the adjustment process produced results that fit the calibration criteria. Figure 25 presents a typical plot of observed versus modeled dry weather flows (FM-06). Graphs for the 15 flowmeter basins are provided in Appendix 17. Figure 25: Sample Dry Weather Calibration Plot 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 51 Table 30 shows the dry weather calibration results for the 15 flow monitoring locations. Table 30: Dry Weather Calibration Results As shown in Table 30, dry weather calibration reached reasonable results with most basins meeting the calibration criteria. There are few flow monitor basins that do not fully meet the criteria described above. Those basins are FM-03, FM-08, FM-10, and FM-11. All these basins have lift stations upstream of the monitoring locations which directly affect the model results. For basins FM-03 and FM-11, assumptions were made for the lift stations within the basin. Those assumptions were provided in the Existing Wastewater System TM (September 4, 2020). The FM-08 basin has eight lift stations. Without accurate pump curves and pump operations for all the lift stations in these basins, the results are satisfactory with the current level of accuracy achieved. In addition to the City-owned lift stations in basins FM-03 and FM-11, there are several privately owned lift stations that contribute to the overall sanitary loadings in the wastewater system. Pump curves for these smaller lift stations were not available, therefore pump curves were assumed for modeling purposes. The following lift stations are privately owned: Aquatic Center, FedEx, & Fire Station 3. For Basins FM-06 and FM-10, calibration was performed by assuming sanitary loadings for business and institutes in the basins (see Table 29 for the specific adjustments performed on each basin). 4.1.5 Wet Weather Calibration Criteria Wet weather calibration is necessary along with dry weather calibration to adequately model the effects that rainfall derived inflow and infiltration (RDII) have on the wastewater system. The following guidelines were used as calibration criteria for WW calibration effort: · The hydrographs (modeled and observed) should closely reflect the same shape and magnitude. · The peaks and troughs of the hydrographs (modeled and observed) should be within one hour. · The modeled and monitored peak flows should be within +/- 15% range. · The modeled and monitored total volume should be within +/- 15% range. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 52 4.1.6 Calibration Rainfall Event Six rain gauges were installed for the duration of the flow monitoring period to record rainfall events. Review of the observed rainfall and flow monitoring data identified a distinct rain event with reliable flow monitoring data that could be used for wet weather calibration. Table 31 summarizes the rainfall event identified for wet weather calibration at the six rain gauges. Table 31: Rainfall Event Properties Because there were only six rain gauges for the 15 flowmeter basins, it was necessary to make assumptions as to which rain data to associate with each basin. Table 32 presents those assumptions. Table 32: Rain Gauge Data Assumptions In addition to the basins listed above, the SARA and Hallie’s Cove Outfalls were associated with RG-01 data because no rain monitoring took place in those areas. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 53 4.1.7 Wet Weather Flow Characterization To calibrate for wet weather, the RTK Method was used in the model to predict the sanitary sewer system’s short-, medium-, and long-term response to a rainfall event. These parameters, developed using the flow monitoring data recorded in the field, are applied in the model so that results are representative of field conditions. The R, T, and K parameters are defined as follows: · R - fraction of precipitation that enters the sanitary sewer system · T - the time to peak of the hydrograph · K - the ratio of the ‘time of recession’ to the ‘time to peak’. How these parameters are used to generate the short-, medium-, and long-term unit hydrographs used in the model is illustrated in Figure 26. Figure 26: RTK Method Parameters The RTK method creates a triangle from the three values with a separate triangle made for each type of response (short, medium, and long). The final hydrograph is represented by the addition of the three triangles. Therefore, this method uses a total of 9 parameters (3 RTK parameter sets for each of the 3 triangles that represent the short, medium, and long-term responses.) LAN assigned a RTK hydrograph to each of the flow monitoring locations that would represent the response to the rainfall. Then, iterative model runs were used to adjust the RTK parameters until the model outputs and flow monitoring were within tolerances specified by the calibration criteria. A 30- hour extended period simulation (EPS) scenario for wet weather calibration was created for the following period: Sunday May 24, 2020, through 6:00 AM on Monday May 25, 2020. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 54 There can be some variations between a sewer’s diurnal pattern on a weekday vs. a weekend. Because the rainfall event selected to use for wet weather calibration occurred on a weekend, the flow monitoring data was used to develop an adjusted diurnal pattern that represents the behavior of system base flows on a weekend. The weekend diurnal pattern was applied to the base sanitary loads in the system for the wet weather calibration. Accurately representing the pattern of the base flow will prevent the over or under estimation of the system’s response to rainfall with the development of the RTK parameters. 4.1.8 Wet Weather Calibration Results Using the data from the six rain gauges, the flow monitoring data and the RTK hydrographs, the model was calibrated. With the rain data collected and assigned to the separate flow monitor basins, the RTK hydrograph values were estimated for each basin. Table 33 lists calibrated RTK parameters for wet weather calibration for each flowmeter basin. Table 33: Calibrated RTK Parameters Figure 27 presents a typical plot of observed versus modeled wet weather flows (FM-06). Wet weather graphs for the 15 flowmeter basins are shown in Appendix 17. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 55 Figure 27: Sample Wet Weather Calibration Plot Table 34 documents the results of the wet weather calibration for all 15 flowmeter basins. Table 34: Wet Weather Calibration Results Wet weather calibration reached reasonable results with most basins meeting the calibration criteria. There were few flow monitor basins that do not fully meet the wet weather calibration criteria. Those basins were FM-04, FM-11, and FM-15. Like dry weather calibration, inaccurate pump curves and pump operation for lift stations within these basins could adversely affect the model 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 56 results. In addition, FM-11 flowmeter data seems to be erroneous at some time periods. Looking at the FM-04 graph in Appendix 18 and comparing its peak flow with upstream contributing flowmeter basins (FM-12 and FM-13), the observed FM-04 peak flow (5 mgd) is lower than summation of peak flows at FM-12 (5.4 mgd) and FM-13 (0.75 mgd). In fact, summing up the observed peak flows at FM-12 and FM-13 (6.15 mgd) provides a peak flow closer to the modeled peak flow at FM-04. This discrepancy might be related to erroneous flowmeter data at FM 04 or there might be an unknown unmetered interconnect with leaving flows to another basin from FM 04. For FM-15, the observed flows at 5/25/20 from 0:00 to 6:00 AM seems too high, as the rain started to diminish around that time based on the recording at RG-03, which indicates flows cannot be as high as the FM-15 showed during that time period. 4.1.9 RDII Assessment The flow monitoring data for the calibration days were used to assess the sewer system susceptibility and response to RDII. Table 35 shows the wet weather peaking factors (peak WWF/average DWF). Table 35: Calibration Event Wet Weather Peaking Factors for Metered Basins Only FM-06 and FM-12 had substantial RDII response. The rest of the basins did not have significant RDII response based on the flow monitoring data for the calibration days. 4.2 Existing Wastewater System Evaluation 4.2.1 Design Storm To evaluate the existing wastewater system, a 5-year design storm with a 24-hour duration was applied to the calibrated model. For the City of Schertz, the rainfall depth provided in the National Oceanic and Atmospheric Association’s Atlas 14 precipitation frequency estimates is 5.3-inches. The rainfall depth was distributed over time using the Soil Conservation Service (SCS) rainfall distribution type III. Figure 28 shows the hyetograph of the design storm used for this evaluation. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 57 Figure 28: 5-Year 24 Hour Design Storm 4.2.2 System Evaluation The 5-year 24-hour design storm shown in Figure 28 was then applied to the City’s calibrated model for system evaluation. The following criteria were used to evaluate the existing wastewater system and identify potential problem areas: · Sanitary Sewer Overflows (SSO) at manholes · Surcharged gravity mains The majority of the SSOs and surcharged lines in the system are located on the 10-inch CCMA line which parallels Roy Richard Dr. and the 30-inch CCMA line which follows the drainage channel from I- 35 down to the outfall at Cibolo Creek. Some surcharging and SSOs were also predicted by the model in the Northcliffe area around the I-35 corridor. The extents and locations of these SSOs and surcharged lines for the existing system evaluation results are presented in Appendix 19. 4.2.3 Summary Using data collected from the flow monitors and rain gauges, the wastewater hydraulic model for the City of Schertz was calibrated for both dry and wet weather flows. The model calibration reached the required level of accuracy for both calibration scenarios. Further accuracy may be achieved with the provision of further data such as pump curve information and detailed customer sanitary sewer flow information for certain areas. Following the model calibration, the City’s wastewater system was evaluated based on a 5-year, 24-hour design storm for wet weather condition. The total number of SSOs found to be 21 (7 of these 21 SSOs are on lines owned by the City) which is less than 1 percent of the total number of manholes. The total length of sewer found to be capacity deficient (maximum flow greater than pipe full capacity) 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 58 was approximately 52,000-feet (of which approximately 22,500-feet is owned by the City). This is about 5.7 percent of the total existing conduits length. The next phase of the modeling process is a future model evaluation. This phase of the modeling includes running the model with population predictions based on the future TAZ population data and recommendations for future system improvements as part of the City’s capital improvement plan. This evaluation will be described in the next section. 4.3 Future Wastewater System Evaluation & CIPs The City contracted LAN to conduct the wastewater system improvement analysis and update the Capital Improvements Plan (CIP). This effort requires developing a future sanitary sewer representation model of the City’s collection system based on anticipated growth areas. Future Average Dry Weather Flow and Wet Weather Flow scenarios for 10-year and 30-year were developed. The purpose of this section is to summarize the results of the future wastewater system improvement analysis and list the 10-year and 30-year wastewater system CIPs. 4.3.1 Future Modeling Methodology The future scenarios assumed increases in residential and commercial/industrial developments based on information about planned development projects provided by the City. LAN used the City’s calibrated model for dry and wet weather scenarios as the base for this analysis and allocated wastewater sanitary loads to the wastewater hydraulic model using the projected water demands developed for the Schertz water hydraulic model. To generate the sanitary loads, a return rate of 70% was applied to water demand at each node. Then GIS tools were used to determine which demand nodes fell within the existing wastewater service areas. If a demand node fell outside an existing service area, new interceptors were recommended to connect them to an existing or future wastewater treatment plant. Using Thiessen polygon and Loadbuilder tools from SewerGEMS, the sanitary loads were allocated to the nearest manholes in the model. Table 36 presents the existing and future average dry weather flow projections. Table 36: Dry Weather Flow Projections Future scenarios were created in the model for the 10-year (2030) and 30-year (2050) increments, along with their respective sanitary loads to simulate the future growth anticipated by the City. Diurnal curves were developed from the field monitoring data for the existing system model and then used to distribute the future average dry weather sanitary flows over 24 hours. Analysis began on the 2030 scenario to evaluate the system and to find where the required improvements to the existing system are, besides any future projects to accommodate the new growth areas. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 59 4.3.1.1 Hydraulic Criteria Hydraulic criteria used for this analysis include capacity deficiency and design criteria. Capacity deficiency criteria identify the need to replace an existing facility, while design criteria determine the size of new facilities. These criteria were established based on the Texas Commission on Environmental Quality (TCEQ) and engineering best practices. Table 37 lists a summary of capacity deficiency criteria used for the existing system in this analysis. Table 37: Capacity Deficiency Criteria for Existing Facilities Table 38 lists a summary of design criteria used for new sewer facilities. Table 38: Design Criteria for New Sewer Facilities 4.3.1.2 Design Storm For wet weather scenarios, a 5-year design storm with a 24-hour duration was applied to the model. For the City of Schertz, the rainfall depth provided in the National Oceanic and Atmospheric Association’s Atlas 14 precipitation frequency estimates is 5.4 inches. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 60 The rainfall depth was distributed over time using the Soil Conservation Service (SCS) rainfall distribution Type III, representing the rainfall temporal distribution type happening in the Gulf of Mexico and Atlantic coastal areas (TR-55 Cover (hydrocad.net)). The same hyetograph in section 4.2.1 is applicable to this evaluation. 4.3.1.3 Inflow & Infiltration Assumption The RTK hydrographs developed from the field monitoring data for the existing system model were used to represent the inflow and infiltration (I&I) for the existing infrastructure and service areas. In addition to utilizing diurnal curves to incorporate peak dry flow, a peaking factor of 4 was applied to represent the effect of I&I for future loadings outside the existing service areas where there is no historical data is available. The assumption was that new infrastructure would meet current standards and would therefore be less susceptible to I&I. 4.3.2 Future System Analysis & CIPs The following scenarios were created for future system analysis: · Dry Weather 2030 Scenario · Wet Weather 2030 Scenario · Dry Weather 2050 Scenario · Wet Weather 2050 Scenario Table 39 shows a breakdown of the dry weather flow projections for each planning period by the system outfalls. Table 39: Breakdown of Average Dry Weather Flows by Outfalls 4.3.2.1 Near Term CIP Projects The near-term project list for Schertz provided by the City was incorporated into the existing system to create future scenarios along with future sanitary loadings. Each scenario includes all the currently planned projects that will be in place by that planning year. Table 40 lists currently planned projects (near-term) provided by the City (shown in Appendix 20). 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 61 Table 40: Near Term Projects Summary It is important to note that the pipe size was undetermined for the Cibolo West Main Trunkline. Based on the available information and hydraulic model results, LAN recommends an 18-inch pipe size for the above project. In addition, LAN received the 2021 Wastewater Collection System Master Plan for the Cibolo Creek Municipal Authority (CCMA) prepared by Kimley Horn Inc. The CCMA’s CIP projects affecting the Schertz sewer system were also incorporated into each scenario based on the planning year. 4.3.2.2 2030 CIP Growth Projects The 2030 scenario included the currently planned CIP projects for the City. To serve the new development areas happening between 2022 to 2030, LAN proposes new growth CIPs as listed in Table 41. The alignments are based on the available information regarding topographic elevations, existing roads, and engineering judgment and are to be considered as preliminary. Final alignments will be determined as part of the design process. The design criteria listed in Table 38 was used to size the new facilities. For modeling purposes, slopes for new growth CIP lines were assumed based on the TCEQ minimum slope requirement. At some locations, higher than minimum slopes were considered to prevent extra excavation. Appendix 21 shows the location of the 2030 growth CIPs. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 62 Table 41: 2030 Growth Projects Summary 4.3.2.3 Model Results Under 2030 Flows After bringing in the 2030 new growth CIPs, the model was run with predicted 2030 dry weather flows. The modeling results for this scenario are presented in Appendix 22. The results show 98% of conduits have a maximum depth to diameter (d/D) of less than 0.5. It also shows gravity lines parallel to Friesenhahn Ln and upstream of the Friesenhahn lift station having maximum d/D of greater than 0.75, and gravity lines right upstream of Riata lift station having a maximum d/D between 0.5 and 0.75. This indicates these gravity lines (i.e., with maximum d/D greater than 0.5) may not accommodate the additional capacity needs from future flows and could require upsizing. Since peak wet weather is crucial for analyzing a sewer system, the 2030 wet weather flow (average dry weather plus 5-year, 24-hour I&I) was used to determine areas that are susceptible to sanitary sewer overflows (SSOs). Note that the model shows SSOs at locations where the maximum hydraulic grade (HGL) rises above manhole rim elevations. The modeling results for this scenario are presented in Appendix 23. The results show a total of 11 manholes within the existing service areas are overflowing. Per the Capacity Deficiency Criteria listed in Table 37, the sewer system is capacity deficient at the locations where SSOs are reported by the model. 4.3.2.4 2030 CIP System Improvement Projects LAN proposes several system improvement projects listed in Table 42 to address the SSOs. In addition, Belmont Park lift station is set to go offline by 2030 per City staff. Therefore, that lift station was set inactive in the model, and gravity lines were added to bypass it. LAN also determined that the Northcliffe (Town Creek) lift station needs to upgrade to a firm capacity of 4,800 gpm to meet TCEQ requirements (refer to section 2.5.3). Appendix 24 shows the location of the 2030 system improvement projects. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 63 Table 42: 2030 System Improvement Projects Summary 4.3.2.5 2030 CCMA Recommended Projects The results of the 2030 wet weather flow scenario showed some of the CCMA’s gravity lines have capacity issues that would affect the City’s sewer system performance. LAN recommends the following system improvement projects related to CCMA’s gravity lines (listed in Table 43 and shown in Appendix 24). Although originally listed as 2041 CCMA CIPs (Projects 2030 C-1 & 2030 C-2) and as Buildout CCMA CIP (Project 2030 C-4) in the Wastewater Collection System Master Plan prepared by Kimley Horn Inc. in 2021, LAN currently recommends these CIP projects for inclusion in the 2030 planning period. Table 43: 2030 CCMA System Improvement Projects Summary 4.3.2.6 2050 CIP Growth Projects To develop the 2050 scenario, the system changes proposed for 2030 were used as the base. To serve the new development areas happening between 2030 to 2050, LAN proposes new growth CIPs listed in Table 44 and shown in Appendix 25. Similar to 2030 growth CIPs, the alignments are based on the available information regarding topographic elevations, existing roads, and engineering judgment, and final alignments will be determined as part of the design process. The design criteria listed in Table 38 were used to size the new facilities. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 64 Table 44: 2050 Growth Projects Summary In addition, Schertz Pkwy, Cover’s Cove, and Park lift stations are set to go offline by 2050 per City staff. Therefore, Cover’s Cove and Park lift stations were set inactive in the model, and gravity lines were added to bypass that lift station. Schertz Pkwy lift station will also go offline, and its flow will be conveyed to a new CCMA line which will be built by 2050. However, due to the unavailability of information about the new CCMA’s line, the Schertz Pkwy lift station was set inactive in the model and its flow was directed to a new outfall. 4.3.2.7 Model Results Under 2050 Flows After bringing in the 2050 new growth CIPs, the model was run with predicted 2050 dry weather flows. The modeling results for this scenario are presented in Appendix 26. Similar to 2030 scenario results, 97% of conduits have a maximum depth to diameter (d/D) of less than 0.5, and only 3% of gravity lines have a maximum (d/D) of greater than 0.5. Since peak wet weather is crucial for analyzing a sewer system, the 2050 wet weather flow was used to determine areas that are susceptible to overflowing. The modeling results show no manholes are overflowing indicating the 2050 system has sufficient capacity per the Capacity Deficiency Criteria listed in Table 37. Therefore, LAN does not recommend any capacity-related CIPs for the 2050 planning period. 4.3.2.8 2050 CIP System Improvement Projects LAN determined that Cypress Point lift station needs to upgrade to a firm capacity of 1,250 gpm to meet TCEQ requirements (refer to section 2.5.3). Table 45 describes 2050 system improvement projects shown in Appendix 27. Table 45: 2050 System Improvement Projects Summary 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 65 4.3.2.9 Pumping Capacity Evaluation For pumping capacity evaluation, the existing firm capacity (i.e., capacity with the largest pump off) will be compared to peak wet weather flow at each lift station. Per TCEQ requirements, peak wet weather flow should not exceed firm capacity. Table 46 shows the results of the pumping capacity evaluation. Note that this analysis has only been conducted for public existing lift stations; private lift stations have been excluded from the study. Table 46: Lift Station Capacity Evaluation As seen in Table 46, except for Cypress Point and Northcliffe lift stations, all other existing lift stations have adequate capacity for existing and future peak flows since their peak flows are less than lift station firm capacities. Per TCEQ requirement, Northcliffe lift station requires an upgrade to firm capacity of 4,500 gpm based on its 2050 peak flow of 4,485 gpm, and Cypress Point lift 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 66 station needs an upgrade to firm capacity of 1,250 gpm based on its 2050 peak flow of 1,233 gpm. Northcliffe lift station upgrade should be done as early as 2030, but Cypress Point’s upgrade can wait until 2050. 4.3.2.10 Force Main Capacity Evaluation As listed in Table 37, the hydraulic criterion for force mains is not to exceed a maximum velocity of 8 ft/s under the peak wet weather flow (average dry plus 5-year, 24-hour storm flow). Higher than 8 ft/s velocities correspond to high head loss in force mains which over time scour force main interior causing premature structural failure. Table 47 shows the results of the force main capacity evaluation. Table 47: Force Main Capacity Evaluation All existing force mains have adequate capacity for existing and future peak flows since they have velocities below the maximum criterion (8 ft/s). 4.3.3 Summary The recommendations outlined in this section were a joint effort with City personnel and LAN to identify improvements needed for the City’s sewer system. These improvements aim to address capacity limitations and accommodate the anticipated growth in the planning years of 2030 and 2050. The sewer collection system model should be maintained and updated as new projects are implemented and adjusted to address changes in development schedules. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 67 5. CIP Cost Data 5.1 Cost Data The Association for the Advancement of Cost Engineering (AACE) provides a cost estimate classification system that includes five classes of estimates. Each class has specific characteristics that indicate the level of detail of the cost estimate, with 5 being the least defined and 1 being the most defined. These classes are commonly used industry standards for engineers, contractors, and estimators. The accuracy range of an estimate narrows (becomes more accurate) as the project scope becomes more defined as shown in Figure 29 from AACE below. In the same figure, the approximate overlap of classes is shown as well in relation to the level of scope definition. Figure 29: AACE Cost Estimate Clases For this analysis, Class 4 estimating was identified as the appropriate, industry standard, estimation class. According to AACE, Class 4 estimates “are prepared for a number of purposes, such as but not limited to, detailed strategic planning, business development, project screening at more developed stages, alternative scheme analysis, confirmation of economic and/or technical feasibility and preliminary budget approval or approval to proceed to next stage”. The developed cost estimates are preliminary and rely on available information and standard preliminary engineering methods for Class 4 cost estimation. These methods were consistently applied to similar project components (e.g., pipelines, pump stations, lift stations, etc.) to facilitate comparison between different project alternatives. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 68 Cost data for the proposed CIP projects was obtained from the following sources: · TxDOT Online Bid Reports (past year) · RS Means Database · Cost Estimates from Past & Current City Projects · Cost Estimates from Past & Current LAN Projects Item costs were averaged from these sources and an inflation rate was applied to the costs for 2030 and 2050, which is discussed in detail in the following section. A 30% contingency factor was applied across all cost estimates, which reflects the range of accuracy of a Class 4 estimate. For cost components that were highly variable and unpredictable at this stage of analysis, such as developing construction documents and construction management, estimates were derived from previous project experience and included as a percentage of the total construction costs. 5.2 Inflation Rate Calculation In order to accurately capture construction prices for the future scenarios, an average yearly inflation rate was calculated and applied to the 2030 & 2050 project cost estimates. Three sources were consulted for historical inflation indexes including RS Means, Mortenson Construction Cost Indexes, and Turner Building Cost Indexes. Varying time frames of inflation were provided by these sources, but the data was not normalized to ensure that a wide range of indexes were included in the yearly inflation rate calculation. Additionally, these indexes are the average of nationwide data. Table 48 below shows the varying time frames and their associated total and yearly inflation rates. The median yearly inflation rate of this data is 3.91%, and this value was applied to the line items in the 2030 and 2050 cost estimates. See Appendix 28 for inflation rate source data. Table 48: Yearly Inflation Rate Calculations Time Frame Total Inflation Rate Yearly Inflation Rate RS Means Historical Inflation Indexes 2020 to 2024 128% 6.31% 2010 to 2024 169% 3.81% 2000 to 2024 251% 3.91% 1990 to 2024 309% 3.38% 1980 to 2024 454% 3.50% Mortenson Historical Inflation Indexes 2020 to 2023 132% 9.65% 2010 to 2023 188% 5.93% Turner Historical Inflation Indexes 2020 to 2023 117% 5.27% 2010 to 2023 172% 4.25% 2000 to 2023 231% 3.70% 1996 to 2024 272% 3.77% Average: 4.86% Median: 3.91% 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 69 5.3 CIP Projects Estimates of Probable Cost From the data discussed in the previous two sections, individual cost estimates were created for each CIP project and can be found in Appendix 29. Table 49: Near Term Water CIP Projects Estimate of Probable Costs Project Number Project Name Total Project Cost Near Term CIP System Improvement Projects NT-W1** Bubbling Springs 6" WL Replacement $763,000 NT-W2 Corbett Pump Station & 3.0 MG GST $8,600,000 NT-W3 Ware Seguin Pump Station Operational Improvement $175,000 NT-W4 12" WL from Ware Seguin to Lower Seguin $1,538,000 NT-W5 Fred Couples to Schwab $455,556 NT-W6 Schwab to Eckhardt $1,600,000 NT-W7** Graytown to Pfeil $1,550,000 NT-W8** FM 78 Water Line Replacement $875,000 NT-W9** Moonlight Meadow Dr & Lost Meadow Dr WL Replacement $3,000,000 NT-W10** Robinhood Way WL Replacement $4,650,000 NEAR TERM TOTAL: $23,206,556 Note: Projects denoted by ** indicate that it has both growth & system improvement components. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 70 Table 50: 2030 Water CIP Projects Estimate of Probable Costs Note: Projects denoted by ** indicate that it has both growth & system improvement components. Table 51: 2050 Water CIP Projects Estimate of Probable Costs Project Number Project Name Total Project Cost Proposed 2050 CIP Growth Projects 2050-W1 Corbett Pump Station Expansion $1,663,000 2050-W2 FM 2252 8" WL Improvements $8,800,000 2050-W3 Ware Seguin Pump Station Expansion Phase 2 $2,725,000 2050-W4 Beck St 6" WL Replacement $5,288,000 2050-W5 Raf Burnette Rd 8" WL Improvements $4,438,000 2050-W6 IH-35 Pump Station & 3.0 MG GST $42,188,000 2050-W7 IH-10 & FM 1518 8" WL Improvements $3,075,000 2050 Growth Subtotal: $68,177,000 System Improvement Projects 2050-W8 Lower Seguin Rd 8" WL Replacement $4,775,000 2050 System Improvement Projects Subtotal: $4,775,000 2050 TOTAL: $72,952,000 Project Number Project Name Total Project Cost Proposed 2030 CIP Growth Projects 2030-W1 12" WL from Tri-County Extension to Cibolo Valley Drive $4,788,000 2030-W2 Raf Burnette Rd 12" WL Improvements $1,438,000 2030-W3 8" WL from Ray Corbett Dr to Lower Seguin Rd $3,688,000 2030-W4** Trainer Hale Rd 2" WL Replacement & 8" WL Improvement $9,850,000 2030-W5** Boenig Dr S 6" WL Replacement & 8" WL Improvement $6,388,000 2030-W6 Live Oak to IH-35 24" Transmission Main $32,075,000 2030-W7 Ware Seguin Pump Station Expansion Phase 1 $5,213,000 2030-W8 IH-10 8" WL Improvements $6,063,000 2030 Growth Subtotal: $69,503,000 System Improvement Projects 2030-W9 PRV Installation for Proposed Southwest Pressure Plane $413,000.0 2030-W10** River Rd 6" WL Replacement $2,325,000 2030 System Improvement Projects Subtotal: $2,738,000 2030 TOTAL: $72,241,000 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 71 Table 52: Near Term Wastewater CIP Projects Estimate of Probable Costs Project Number Project Name Total Project Cost Near Term CIP Growth Projects NT-S1 Town Creek Phase IV 24" - Section 1 $6,875,000 NT-S2 Town Creek Phase IV 12" - Section 2 $2,925,000 NT-S3 Town Creek Phase V 24" $10,425,000 NT-S4** Upsize Lookout Line $3,838,000 NT-S5** Upsize Tri County Line $2,084,800 NT-S6 Cibolo West Main $16,213,000 NT-S7 Woman Hollering Creek Lift Station, Gravity Lines, and Force Main $3,400,000 Near Term Growth Subtotal: $45,760,800 System Improvement Projects NT SI-1 Decommission Tri County Lift Station $88,000 NT SI-2 Decommission Corbett Lift Station $1,500,000 NT SI-3 Decommission Sedona Lift Station & Woman Hollering Creek WWTP $175,000 Near Term System Improvement Projects Subtotal: $1,763,000 NEAR TERM TOTAL: $47,523,800 Note: Projects denoted by ** indicate that it has both growth & system improvement components. Original 2009 master plan cost was $9,000,000 and the 2024 construction cost was $13,000,000 resulting in a difference of $3,400,000. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 72 Table 53: 2030 Wastewater CIP Projects Estimate of Probable Costs Project Number Project Name Total Project Cost Proposed 2030 CIP Growth Projects 2030-S1 Hope Lane 8" Gravity Line $2,025,000 2030-S2 Old Wiederstein Road 8" $1,338,000 2030-S3 Union Pacific Railroad 8" - Section 1 $2,563,000 2030-S4 Union Pacific Railroad 8" - Section 2 $400,000 2030-S5 Wiederstein Road 8" $1,663,000 2030-S6 Schaefer Road 8" - Section 1 $4,913,000 2030-S7 Schaefer Road 8" - Section 2 $1,938,000 2030-S8 Aranda 8" $475,000 2030-S9 Weir Road 10" $2,525,000 2030-S10 Trainer Hale Road 10" $1,038,000 2030-S11 Ware Seguin Road 8" $3,113,000 2030-S12 FM 1518 8" $400,000 2030-S13 I-10 8" - Section 1 $2,713,000 2030-S14 Boenig Drive 8" $2,963,000 2030-S15 N Greytown Road 8" $1,275,000 2030 Growth Subtotal: $29,342,000 System Improvement Projects 2030 SI-1** Friesenhahn West Line WW Upsize $8,175,000 2030 SI-2** Fairlawn WW Upsize $1,375,000 2030 SI-3** Cibolo Crossing WW Line Upsize $1,288,000 2030 SI-4** Woodland Oak Drive Replacements $338,000 2030 SI-5** Old Wiederstein WW Upsize $5,050,000 2030 SI-6** Northcliffe Lift Station Upgrade $7,838,000 2030 SI-7 Decommission Belmont Park Lift Station $463,000 2030 System Improvement Projects Subtotal: $24,527,000 2030 TOTAL: $53,869,000 Note: Projects denoted by ** indicate that it has both growth & system improvement components. 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 73 Table 54: 2050 Wastewater CIP Projects Estimate of Probable Costs Project Number Project Name Total Project Cost Proposed 2050 CIP Growth Projects 2050-S1 I-35 N 8" $9,088,000 2050-S2 Friesenhahn Lane 8" $6,500,000 2050-S3 Schaefer Road 8" - Section 3 $5,713,000 2050-S4 Corbett JH 8" $2,888,000 2050-S5 Lower Seguin Road 8" $1,338,000 2050-S6 I-10 8" - Section 2 $3,338,000 2050 Growth Subtotal: $28,865,000 System Improvement Projects 2050 SI-1 Cypress Point Lift Station Upgrade $1,463,000 2050 SI-2 Decommission Schertz Parkway Lift Station $238,000 2050 SI-3 Decommission Park Lift Station $3,663,000 2050 SI-4 Decommission Cover's Cove Lift Station $238,000 2050 System Improvement Projects Subtotal: $5,602,000 2050 TOTAL: $34,467,000 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 74 6. LIST OF APPENDICES SECTION 2 Appendix 1 – 2018 Comprehensive Land Use Plan Appendix 2 – Zoning Map Appendix 3 - 30-Year Population Distribution Projections Appendix 4 - 30-Year Housing Distribution Projections Appendix 5 - Planned & Existing Residential Developments Comparison to Wastewater CCN Appendix 6 - Planned & Existing Residential Developments Comparison to Water CCN Appendix 7 - Planned & Existing Commercial Development Comparison to Wastewater CCN Appendix 8 - Planned & Existing Commercial Developments Comparison to Water CCN Appendix 9 - Wastewater CCN Service Area & Comprehensive Land Use Appendix 10 - Water CCN Service Area & Comprehensive Land Use SECTION 3 Appendix 11 – Near Term Water CIP Map Appendix 12 – 2030 Fire Flow Analysis Locations Appendix 13 – 2030 Water CIP Map Appendix 14 – 2050 Fire Flow Analysis Locations Appendix 15 – 2050 Water CIP Map SECTION 4 Appendix 16 – Flow Meter, Meter Basin, & Rain Gauge Location Map Appendix 17 – Dry Weather Calibration Graphs Appendix 18 – Wet Weather Calibration Graphs Appendix 19 – Existing System Evaluation Results, Surcharge, & SSO Location Maps Appendix 20 – Near Term Wastewater Growth & System Improvement Projects Appendix 21 – 2030 Wastewater System Growth Projects Appendix 22 – Max Depth to Diameter with 2030 Dry Weather Flows Appendix 23 – Sanitary Sewer Overflows with 2030 Wet Weather Flows Appendix 24 – 2030 Wastewater System Improvement Projects 2024 Water & Wastewater Master Plan & CIP City of Schertz, Texas 75 Appendix 25 – 2050 Wastewater System Growth Projects Appendix 26 – Max Depth to Diameter With 2050 Dry Weather Flows Appendix 27 – 2050 Wastewater System Improvement Projects SECTION 5 Appendix 28 – Inflation Rate Calculation Sources Appendix 29 – CIP Projects Cost Estimates Appendix 30 – CIP Projects Utilization Calculations APPENDIX 1 - 2018 COMPREHENSIVE LAND USE PLAN !"#$53 Æÿ9003 Æÿ4061 (/09 !"#$01 Æÿ87 Æÿ2522 Æÿ284 Æÿ8151 (/09 !"#$01 Æÿ4061 Æÿ8151 Æÿ9003 Æÿ87 !"#$53 BEXARCOUNTY GUADAL U P E C O U N T Y COMAL C O U N T Y BEXARCOUNTY GUADALUPECOUNTY COMALCOUNTY SC H E R T Z C I T Y L I M I T S C H E R T Z C I T Y L I M I T SC H E R T Z C I T Y L I M I T SCHER T Z C I T Y L I M I T SCHER T Z C I T Y L I M I T S C H E R T Z C I T Y L I M I T SCHE R T Z C I T Y L I M I T SCHER T Z C I T Y L I M I T S C H E R T Z C I T Y L I M I T SCHER T Z C I T Y L I M I T SCHERT Z C I T Y L I M I T S C H E R T Z C I T Y L I M I T S C H E R T Z C I T Y L I M I T SCH E R T Z C I T Y L I M I T S C H E R T Z C I T Y L I M I T SCHE R T Z C I T Y L I M I T SCHER T Z E T J B O U N D A R Y S C H E R T Z E T J B O U N D A R Y SCHERTZ CITYLIMIT SC H E R T Z E T J B O U N D A R Y S C H E R T Z C I T Y L I M I T S C H E R T Z E T J B O U N D A R Y SCHER T Z E T J B O U N D A R Y S C H E R T Z E T J B O U N D A R Y SCHE R T Z E T J B O U N D A R Y SCHERTZETJBO U N D A R Y SCHERTZ C I T Y L I M I T CIBOLOSELMA CONVERSE GARDEN RIDGE UNIVERSALCITY SAN ANTONIO LIVE OAK ST. HEDWIG NEW BRAUNFELS SANTACLARA SAN ANTONIO APZ II APZ II APZ II APZ II APZ I APZ I APZ I APZ I Clear Z o n e Clear Z o n e A P Z I I A P Z I I A P Z I I A P Z I I A P Z I A P Z I A P Z I A P Z I Clear Z o n e A P Z I I A P Z I I A P Z I I A P Z I I A P Z I A P Z I A P Z I A P Z I Clear Z o n e SCHE R T Z E T J B O U N D A R Y S C H E R T Z E T J B O U N D A R Y SCHERTZETJ BOUNDARY Cibolo Creek KINGS L A N D SHINOAKDR TO E P P E R W E I N R D G R A N I T E S H O A L S BEAV E R CR K PARK BENDDR BOR G F E L D R D S C H A E F E R R D S T O L T E R D H S T W F O R E ST BLF COUNTR Y L N W O O D GL E N W E I L R D R A N D O L P H BR O O K S P K W Y S P RIN G T O W N K R U E G E R C A N Y ON E AV I ATIO N BL V D JST W ELMTRAILDR OAKMONT B E N D SE M IN O L E P A S S C S T W N O R T H B L V D SUNRISECAN Y O N DR S C H E R T Z P K W Y L O W E R S E G U I N R D GOLFVISTABLVD U N I V E R S A L D R B R E H M L N FO U R T H S T E FIFT H S T W B O U L D E R V W E C K H A R D T R D S O U T H E A S T 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AL M O N D BEND N S O L M S R D W E N Z E L L N Y O U N G S F O R D R D HUNTERHTS S C H M O E K E L R D GIN R D LOST TREE M A RIC O P A P A T H S T R A T E M A N L N GR E E N V A L L E Y R D SENECACRK 3 R D A V E W R U E C K L E R D N E W B S T W W A L Z E M R D BR E T O N PA S S LIECK CV TR A I N E R H A L E R D C Y R U S M C C O R M I C K S E I D E L S T KITTY H A W K R D W S C H U L Z S T W A R E-S E G UIN R D T U T T L E ST S P R I N G T R E E H O L W Q U A R T E T T L N LIV E O A K R D LOV E L N ME L W O O D PL A C E LANDMAR K FALL S MON T G O M E RY DR S P O K E CIR PIONEE R POINT DR JIMMY W A L K E R PAT BOOKER R D R O S E S P U R P A R K N A N DINACT BU F F A L O C R O S S I N G AV E N U E A CANOPY B E N D I H 3 5 N A C C E S S R D PEACEFULDR H O L L Y L N S H A L L O W CR O S S I N G A U T H O R IT Y L N OAS I S S T H O P E L N EL I W H I T N E Y W A G O N CROSSING S A G E O A K F O R E STRIDGEPKWY TR E L L I S W A L K O B E RNAIPATH MIR A M A R B L V D CIR C L E D R BL U E S P R U C E D R MOR N I N G S I D E D R WILDWINDPAR K VIS T A V W MEANDE R I N G T RL JAY B R O O K D R HIG H C R E E K R D GO L F TEE L O S T F O R E S T D R M Y S T I C T O P A Z HITC H R D ID L E W O O D F R IE N D L Y A C R E S EMMETPARK R U B Y R IT Z S T A C K S T O N E BR I G H T L E A F D R TOMKITE CT TE X A S D R BALBOAD R OAKBUD VISTA D R MINNIE S T BARRELSTAGE AU S T I N D R I V Y P O S T S PORT AVIAT I O N D R J U S TI C E L N HAR V E S T B E N D BRONZEROCK D R FO R U M R D PEACO C K L N R O U N D CR K HIKER S HOL W B EAVERELM KA Y L E E C H A S E 2ND AVE W S H A D Y P A R K L N OLIV I A R A Y C O R B E T T D R NORRISDRW B I N D S E IL G R O V E V E N T U R A B L V D CL O V E R L E A F D R SOMBRAHILL BEGONIA N E W B S T E TR A C E CR K 8TH S T BR O O K V W D E A N R D M IS T Y Q U AIL MAY F A I R HALF HOCK S T I L L B R O O K LN FAIR L A W N A V E L O N E S H A D O W T R L OLD AUSTIN R D 3 R D A V E E WEN S L E D A L E D R SECRETSHORES C H E S T N U T D R S T A D L E R C V SAHARA WOODS R I D G E PILO T M U L E D E E R W IL D R I D G E T R L W I L L O W HIL L PELICANPLACE S O U T H S T HUNTER S GLEN BOBBY J O N E S D R WHISTLER N L I V E O A K S T O L D E MOSS 1 S T S T THISTLE C R E E K D R C O T T O N K I N G S P O K E HOLW OAK C I R TO W N C R E E K W A Y CRESTWAYRD B U L L CREE K D R TIM B E R S P G S WOODVIE W DR SUN R I S E PASS GR E E N M E A D O W S CHAMPIONS P A S S B UTT O N B ALL D R BEAR OAK HINGEGATE MAR I L Y N D R RUSTYSPUR COL T T R A IL MOR G A N R U N V A L L E Y O A K DR W O O D B R I D G E W A Y GLENPT P RIVIL E G E P T L A RAMIEHILL R H O D E S BL A C K S T O N E C V HIL L VIE W L N Q U A I L D R W I L L O W BR O O K FF S T BR A H M A W A Y R Y E R D LON G C O V E D R COPPER W O O D S TW I N C R E E K F A R M D A V E N P O R T C A C T U S F L O W E R RUDDY DUCK FAR R I N LN N S A N T A C L A R A R D HEIG H T S V A L L E Y W I L L O W W A R B L E R U TIC A W A Y C O U N TR Y V A L E OSPREYLN POR T C H E S T E R L I B R A L N P A N O L A P A S S C O R D O B A D R BAL L I N G E R C A P R I L N VISTA PK W Y PHEAS A N T P E N I C K W A Y B S T W AS T W W H I S P E R CANY O N A S T E L O N E C R E S T L N B S T E H A R M O N D R AL A B A S T E R R O O S T E R R U N LAZY F O R E S T D R TUMBL E W E E D R U N S A D D L E H O R N W A Y Q U E E N S L A N D W A Y LIN D A L E E L N S T I R R U P D R E N C H A N T E D V W TR I A N G L E R A N C H CUR T I S S A V E FR E D C O U P L E S HAR V E S T S S O L M S R D TIMMER M A N C V I N D I G O B R U S H D R T U L S A T R L BR I A R K N O L L M O UNT LATM OS UNIVERSALCITY BLVD PE N C I L C H O L L A S P R I N G BR O O K A N T R IU M NATIONAL BLV D COPPER M I S T D A RTMO U T H C V OAKMEADOW S S A G E N I T E B R O O K H O LLO W D R C O R R A L F E N C E S I L V E R O A K C O R D E R O D R CAT T L E BEN D F S T E CO P P E R D A W N S W A T E R L N LIN D A C T WOO D L A N D O A K S D R EL L E R S T O N B L V D MIL L E R R D W I G E O N W A Y S A D D L E V I L L A S U N S T E M S H A 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D R AL B R E C H T L N CEDA RWINDSD R MCHEN RY DR IVYFLOWER W I L L O W L O O P 6TH S T W A Y A L A L N L Y R I C L N M E E K S T CORONARDG DOW N I N G S T T URTLE D OVEDR POR T A G E L N O R C H A R D G L E N AS H L N W I L L O W W I S P R D G L E N N L N F U R L ONG TIGERMEADOW B E T H A N Y D R D A G A M A D R WINDVIEWWAY BLUE GOOSE C E D A R L N CHENEY R D PO P L A R G R O V E L N ROVEENTRL GLEN HILL S P RIN G T R E E G R O V E T RONAMINE I S T W LAKE HIGHLANDS O L I V E A V E V I S T A D E L R E Y SUN S H I N E TOW E R D R LUCILL E PVTRDAT 9275WEICHOLDRD Y O U N G A V E IV Y J A D E KISSENAPARK F I F T H S T P RIZEDPONY BAL D WI N PA R K BRINSONCT R H O D I U S L N M A R T I N E Z PA S S A D R I A T I C F O R E S T PAT H BORMANN DR MOUNTAIN HOME C RIS T O B A L D R BIR C H B E N D G R O V E PL A C E SEASCAPEL N UPPER S E G U I N R D M E A D O W S T O N E R A L E I G H D R A N D E R SONC T M E A D O W PE A K CHR I S T I A N S TEE MAS O N C R K M E A D O W DA L E W INDWAY CRK D E R 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R E S S M E A D O W H I L L S T A R CIR TU R Q U O I S E M U N T J A C S T S E C O N D S T W W E S T E R N TR A I L D R SOUTH E R N RIDG E D R M O N I C A S C R K S E C O N D D R W BOW R I N G PAR K SIL V E R R O S E FIR S T D R E FIR S T D R W S E C L U D E D D R FAUL K N E R D R S E C O N D S T E THIR D S T E C O O L SAND SDR S H A D O W LAW N C I R C H ELSEA P L A C E P V T R D A T F M 4 82 REDMANPASS BRANDYWIN E CV P E S A C V BLA C K B U C K E N CHANTE D OAKS N OT C H L E A F AUDUBON PAR K S A D D L E H I L L H E N R Y F O R D D R PE T E R S O N L N S T A N D I N G OAKS NATUR E T R L GLENBORO AP A C H E R D G TAT E L N H A M P T ON H I L L S S T E R L I N G W A Y UNIONSHOALS SCARLET TANGER S E L M A P K W Y L E G IS L A TI O NDR BU R K W O O D L N S U R N A DP L A C E HU N T E R O A K S A N D O R R A D R B R A N D I N G TRL SPRINGTR E E RUN S H E R L O C K L N R I D G E P O R T D R COLUMBIARIDGEDR B A Y M E A D O W S ST T W I N P O I N T C R K GLEN HAR T S N O W Y EG R E T IR A D 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BEV E R L Y D R LOR I L Y N N D R FOSS M E ADOW ZODIAC DR C H E Y E N N E B L F PECAN DR W I L L I A M S B U R G D R BOX E R P A S S D R C AVERN O A K R I C H M O N D D R GETTY S B U R G D R ANDREWS A V E R O S E W O O D D R C H E R O K E E R D G E OTTO S T S I O U X C I R CORAL MEADOW M U S T A N G V A L L E Y J O N S W A Y HA R V E S T C R E S T MIL L E R L N W A L N U T MILL D R R I F L E G A P R O S E L N R E D O A K T R L CEDARBR A N C H L O U A N N D R PIER S O N L N O A K L A N E D R BU L L D O G D R NORTHLAKEPA S S PFEIL R D G A L I C I A AR A N D A L N S A G E D R COMMER C I A L P L A C E BECK S T TEAKW O O D L N S U M A C L N FA L C O N D R DW L N IH 35 N R A M P BR A C K E N C R E E K D R A U T U M N H O L W H A R V E S T V W W U N LE S LN CHAR L E S T O N S T A P P E R R D MIC KES C H LN FAR M V I E W L N TAT E S D R FOX B R I A R L N G L E A M IN G S P RIN G S D R MARTIN E Z- C O NVERSE W I M B L E D O N D R C R E S C E N T B E N D D R TE X A S V A L L E Y INDU S T R I A L D R W A R E - S E G U I N L O O P M O O N L I G H T M E A D O W S D R C E D AR C R E E K D R OAKS I D E BO N A N Z A L N LAKEVIEW D R PVTR D AT SCHUETZDR CAFFEY R D CL E A R O A K A P G L N PV T R DATCO Y OTE R U N HIGH OAK BR I S B A N E W I N D Y M E A D O W S D R HIL L B R O O K R D DAV I D L A C K B L V D CONCOR D I A L N DEBBIE DR DOR E E D R BE N E K E I T H W A Y H O M E S T E AD DR CIN C H O N A T R L TONNE DR W OPIE LN D E N-OT T HIL L B E L L N O R T H D R T RIP L E L L N JETHR O L N E S C H A E F E R R D TAIL D R A G G E R L N EBER T R D HAECKER F I E L D S FR O B O E S E L N H U B E R T U S R D S C H N EID E R L N W IL D H O R S E P A S S P V T S T A T E N G E L R D S K Y L O O P CATTLEMANS L N N O R - T E X D R S T O L T E A C R E S BEY E R P A T H G E R D E S R D S PERIMETER RD RETAMAPKWY OLD GR AYTO W N RD PV T W P E R I M E T E R R D W E S T P A R K S O U T H P A R K B RIC K E L L R D GATE W A Y B L V D FLATSTO N E P A S S FIFT H S T E WASHIN G TONCIR KING S W A Y R O B I N G A T E O L D C I M A R R O N T R L NORTHW E S T THRUWAY S C H U M A N N R D N E VANSRD OLDSPANISHTRL D O U G H B O Y CIR C O L U M B I A S T A N D R E W S INNEROCTAGON P H O E NIX A V E BOLTON R D C O CONUTPALM OUTE ROCTA G O N P A R K O F FI C E A U T U M N R U N L N FOREST HOLW W I L D E R N E S S T R L M A I N C I R R Y D E N D R O A K M O N T W A Y FM2252 TR I - C O U N T Y P K W Y C H E L S E A CIR P E R SI M MON D R MORNINGGROVE G R E Y C LIF FD R C O V E R E D W A G O N F E R R Y S A G E D R R U S C H L N FAIR W A Y S D R WELCOMEDR B R U S H C R E E K D R VI C T O R IA PT BEECH TR L LONECYP R E S S A U T U M N F L O W E R TIV OLI G A R D E NS AUTU M N BR O O K C H I C K A S A W B L F BEN T T R E E D R A Z A L E A W A Y PEBBLEBEAC H CHESTNUT B A R R GR E E N R I D G E SERENERIDGEDR L I E C K S T CO P P E R G A T E Y E L L O W W O O D DR MUS T A N G CANY O N S P I C E O A K L N TR E E BR A N C H C U R L I N G P O S T D O V E M E A D O WS M O S S H O L L O W C T W O O D L A K E V W T E X AS PAL M D R TILDENTRL S H A W N E E B L F A M E R I C A N F L A G COMAN C H E P A S S FE ATH ER STO N E DR OAK BL O O M TI M B E R R O S E D R R E D R O C K P A S S IRONMILLCRK G O L F R D BUCKIN G H A M V I L LAGEST G R E E N W O O D MAIDENWAY DEER MEADOW BLVD AZTECWAY W I N D B U R N TR L S P R I N G T R E E P K W Y L O F T E D L E A F M OUNT OLYMPUS R H I N E L A N D D R PEPPER T R L C O M M U N I T Y D R BU C K S C I R FORR E S T TRL T U R N B E R R Y W A Y EVERETT LOOP IN DIA N CIR C O M A N C H E PATH L O N G H O R N R I D G E D R VISTA FAIRWAY BA T C A V E R D FIEL D B E N D G R A S S H O LL O W D R HIDDEN HILL S N AS H L E Y O A K D R A NTIETAMDR W HIT N E Y W A Y BAT C A V E L O O P C O R T E S D R R O BIN H O O D W AY HIN G E L O O P C H E R R Y T R E E D R TR A N Q U I L L N S TO R M KIN G S C E N I C V I S T A IH 35 S A C C E S S R D S P LINTER E D O A K L U C K S I D E KRIERCT PE V E R O J A N E T L N BR A N C H I N G PEA K V A L L E Y O A K Q U E E N V I C T O R I A D R S H A D O W YDUSK CANARY M EADOWDR COPPER MESA BENTBRIDGEDR C H E R O K E E B L V D PIN T O C R K CO P P E R L A K E M A P L E M E A D O WDR D O LL Y DR R A F B U R N E T T E MACARTHURWAY MIS S I O N CR K G O L L ST ANDERSON CHASE R E D I R O N C R K MIS T Y M E A D O W C A N Y O N O A K DIANA D R R I D G E M I L E O L D H A M C L I F F L A N D M ARK P A R K CHERRY GLADE STERLINGMANOR MUSTANGRDG D IS C O V E R YDR M E A D O W LA R K PVTSTAT A RMYRESIDENCE SP R U C E RID G E D R BELFORT PT FALCON MEADOW R IO VIS TA D R BA Y T H O R N E C O A S T R I D G E D R O L D E V A N S R D J A M E S A G E E D R TRUMPETCIR COMANCHECIR PEA C HTR EE LN DIX O N R I D G E D R GUNTHER G R O V E HABERSHAM S H A L L O W R D G PO N D APPL E BRENDA DR LODGE P O L E LN S A N D H I L L D R W A G O N T R A I N ENCAN T O P O I N T D R FIR S T S T E SHININ G E L K CHIPPEW A B L V D S B E Y E RST K E N T U C K Y R D G SUNCLIF F D R R I D G E EL M D R Y CANYONTRL FRANKSRD B E N T MEADOW DR G R O V E P A R K B S T HANOV E R S K Y BE L M E D E C T V A L H A L L A A S H D R W A Y W A R D P A S S DEME T E R L L O Y D S P A R K JANE ADDAMSDR C A R D I F F FAR M V I E W L O O P N LOOP 1604 E ACCESS R D PFANNSTIEL L N F M 3 0 0 9 A C C E S S R D MAT H O M LA N DING DEDEK E D R IV Y M O O N QUIET NIGHT LN S ILVE R F O X LEGEND POINTDR FAR W EST DR V A G A B O N D L N V IJIL L O O P FR A N K B A U M D R M E D U S A UL Y S S E S W E S T O N R D R O T H B E R G E R W A Y TR O P H Y O AKS D R REGA L OAKS D R G R E E N B R O O K PL A C E NOR T H V I E W DR MEADOW AR B O R C O V E R S C V ST L O U IS W A Y S N O W G O O S E HICK O R Y B E N D TONKA W A PA S S R A NDOLPH PLAZADR CO V E NTRY COVE D R ABA C C U S CT I H 1 0 E A C C E S S R D P O R T R U S H L N SEA WILLO W D R R O Y A L T R O ON DR K A U RI C L I F FS CL I F F S I D E D R R E B A C R A R Y M E A D O W T O R R E Y P I N E S ZEPHY R C V AUTUMN WELLS B O ENIGDR VASSOVW J E S S E S C I R SELDON TRL WIND SOC K LN B R O O K L I N E PARKVIE W D R HIL L S I D E T W I N S A D D L E S R O C KR U N BIR C H W O O D C I R S A N D Y RID G E C I R BU F F A L O P L A C E D R Y W O O D R A N C H M Y R T L E G L A D E R H E A S T SERVICE DR N O 1 W L A G U N A HIL L S FR E U D E N B U R G R D BISMARCKLAKE S T O N E G A T E D R R I D G E MIS T D R M O N T E S A C T R O B B I N S G L A D E SIL V E R TE R R A C E N E W N I N G R U BENSDR H A N S E L H T S UNIONTER R A C E G R E E N HE R O N PUTTER CO P P E R MO U N T A I N PVTRDAT 9305WEICHOLDRD ESTRIDTRL AB B E Y R D DAULTO N R D G SERENEHILLS SWIFTLN M A I D S T O NE C V CAN T U R A M I L L S PE G A SUSDR VILLAG EGR E E N GR E E N V A L L E Y L O O P FLATLANDTRL J O U R N E Y S W A Y C O Y O T E R U N H A M P T O N P A R K C H E R R Y H I L L R V D R 1ST A V E W KING O A K S D R S P A N I S H O A K W E S T W A Y D R E L O O P 1 6 0 4 N GUADALUPE DR HILLV I E W D R F O X F O R D R U N D R CORINTH C O R P O R A T E D R FAIR V I E W CIR FLAMING R I D G E D R N I K E C I R W A G O N W H E E L PA W L I N D R GA N D E R PA R K S H A D Y C R E E K L N MONMOUTH LEVESQUE L N ARCHER BLVD TRAPPERSRDG AP A C H E B E N D D E W D R O P L N BR I S B A N E BEN D O R O V I E J O C T MARGARITA H IL L JANOE LN V I A POSADA D R PINE V A L L E Y D R OC E A N M E A D O W D U S T Y R D G M A R B A C H L N Q U A I L W O O D R U N COLDMOUNTAIN DAVIELN TW I S T E D O A K S A G R D S C E N I C H I L L L N B R U S H TRAILLN C R E E K L O O P BL A C K S M I T H W A Y T R A I L I N GOAKS B I E D I G ER L N OUTLAW BEND PIG AL L E Y BLUEPT CIBOLO BEND VOGES PA S S VIGILANTE TRL S C E N I C L A K E D R PARK D R CATTLE C R E E K L N S A N T A C L A R A L O O P C A R R A N Z A L N BETHANY W A Y G ARDENOAK S D R A R R O W O O D P L A C E COMMUNITY CIR M E S Q U I T E W O O D S S T A L L I O N L N U L T R A LI G H T R D RIO C I B O L O WAY HOL M A N R D S T E P H E N S L N NPERIMETERRD EPE RI M E T E R R D AUTUMN AR C H PAR K L N IV Y L N HIGHGATE R D W A G O N R D R E A L R O C K R D TALKENHOR N FORESTWATERSCIR LEWIS RANCHRD P V T S T A T T H E F O R U M IH 35 N ACCESS RD PVTS T AT TH E FORUM 0 ½1 1½2¼Miles BexarCounty GuadalupeCounty ComalCounty R ural Frontage S ector Boundary Air Installation Impact Air Installation Compatible Civic, S chools Main S treet Commercial Commercial Campus Highway Commercial Industrial Industry, Technology and R and D Parks, Open S pace Agricultural Conservation Estate Neighborhood S ingle Family R esidential Multi-Family R esidential Manufactured Housing Mixed Use Neighborhood Mixed Use Core TND/TOD Transition 1% Annual-Chance Flood Event ComprehensiveL and Use Plan S chertz Municipal Boundary S chertz ETJ Boundary County Boundaries R ailroads Major R oads Minor R oads Proposed R oads Air InstallationCompatible Use Zone APZ I APZ II Clear Zone“The City of S chertz provides this Geographic Information S y stem product "as is" without any express or impliedwarranty of any kind including but not limited to the implied warranties of merchantability and fitness for a particular purpose.In no event shall The City of S chertz be liable for any special, indirect or consequential damages or any damages whatsoever arising out of or in connectionwith the use of or performance of these materials. Information published in this product could include technical inaccuracies or ty pographical errors. Periodicalchanges may be made and information may be added to the information herein. The City of S chertz may make improvements and/or changes in the product(s)described herein at any time.” Last Update: February 20, 2018 City of S chertz, GIS Coordinator: Tony McFalls, gis@schertz.com (210) 619-1184 APPENDIX 2 - ZONING MAP PVT F M 4 8 2 E P E R I M E T E R R D C R E E K R D K O E H L E R R D W P E R I M E T E R R D W E T Z R D W E S T O N R D G O L F R D G E R D E S R D S T O L T E R D F M 7 8 E ZUEHL RD B E Y E R P A T H E L B E L R D L O O P 5 3 9 E O PIE L N F M 7 8 N O R -T E X D R C O Y O T E R U N STEPHENS LN BOENIG DR B U N K E R S T D E A N R D N A B B O T T R D R A F B U R N E T T E T RIP L E L L N H U B E R T U S R D S T A P P E R R D F R O B O E S E L N V O G ES PA SS F M 7 8 E A S T O L D N A C O G D O C H E S R D PFANNSTIEL LN C A F F E Y R D F M 2 2 5 2 S C H W A B R D W E I R R D ABBEY RD D O E R R L N F A W N D R C A L E D R RETAMA PKWY M IL L E R R D LAKE VIEW DR D O L L Y D R L O O K O U T R D M A S K E R D S C H M O E K E L R D O M A R D R FM 1103 G R E E N V A L L E Y R D P I P E S T O N E ARIZPE RD T O L L E R D B O L T O N R D L O W E R S E G U I N R D G IN R D K R IE W A L D L N Y O U N G S F O R D R D S M AIN S T W A R E - S E G U IN R D E L O O P 1 6 0 4 N FIF T H S T E SHAY PASS F M 7 8 WE F M 1 5 1 8 N MID A S W IE D N E R R D IH 35 N A C C E S S R D K I S E R L N FM 1516 N H A E C K E R V IL L E R D W A L D R D F M 2 5 3 8 T R A I N E R H A L E R D C O D Y L N PFEIL RD F M 3 0 0 9 N S A N T A C L A R A R D I H 1 0 W A C C E S S R D F F S T E EVANS RD W E IL R D I H 1 0 E A C C E S S R D C I N N A B A R C T E N G E L R D M A R I O N R D SCHOENTHAL RD C O U N T R Y L N F M 2 2 5 2 IH 3 5 N A C C E S S R D FM 482 F M 7 8 E FM 482 W E IL R D W EIL R D W EIL R D W E I R R D B U N K E R S T F M 2 2 5 2 F M 2 2 5 2 W EIL R D F M 3 0 0 9 F M 7 8 P F A N N S TIE L L N PFEIL RD E FM 1518 N FM 482 H A E C K E R V IL L E R D S T O L T E R D W E T Z R D E LOOP 1604 N F M 3 0 0 9 SCHOENTHAL RD F M 2 2 5 2 B O L T O N R D E F M 1 5 1 8 N F M 4 8 2 E N G E L R D B O L T O N R D FM 2538 FM 78 PFEIL RD I H 1 0 E A C C E S S R D ZUEHL RD E F M 1 5 1 8 N F M 3 0 0 9 COYOTE RUN A R IZ P E R D FM 78 F M 2 2 5 2 I H 1 0 E A C C E S S R D F M 11 0 3 W E I L R D W E T Z R D F M 4 8 2 FM 2538 A R IZ P E R D F M 4 8 2 T O L L E R D F M 3 0 0 9 M A R I O N R D L O W E R S E G U I N R D F M 2 5 3 8 I H 3 5 N A C C E S S R D F M 2 2 5 2 E F M 1 5 1 8 N I H 1 0 E A C C E S S R D F M 1 1 0 3 E F M 1 5 1 8 N FIF T H S T E F M 7 8 W F M 4 8 2 F M 4 8 2 F M 7 8 N ABBOTT RD I H 1 0 E A C C E S S R D N A B B O T T R D FM 78 B U N K E R S T F M 3 0 0 9 F M 4 8 2 FM 2538 FM 482 H AE C K ERVILLE R D FM 482 F M 3 0 0 9 F M 7 8 W L O W E R S E G U I N R D Y O U N G S F O R D R D D E A N R D F M 3 0 0 9 FM 78 Legend Municipal_Boundary ETJ Schertz City Limit City_of_Schertz_Zoning_Districts Agricultural District Apartment/Multi-Family Residential Development Agreement (Delayed Annexation) Garden Home (Zero Lot Line) General Business General Business II Main Street Mixed Use Manufactured Home Parks Manufactured Home Subdivision Manufacturing (Heavy) Manufacturing (Light) Neighborhood Services Office and Professional Planned Development Pre-Development Public Use Single-Family Residential Single-Family Residential/Agricultural Two-Family Residential Major Thoroughfares Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220804_Schertz_Zoning_Districts.mxd City of Schertz Zoning Map .8/4/2022 0 10,0005,000 Feet Attachment 2 APPENDIX 3 - 30 YEAR POPULATION DISTRIBUTION PROJECTIONS I H 3 5 N I H 1 0 E F M 7 8 F M 3 0 0 9 F M 4 8 2 IH 35 S E F M 1 5 1 8 N F M 2 2 5 2 F M 2 5 3 8 I H 1 0 W F M 1 1 0 3 L O W E R S E G U I N R D F M 1 0 4 4 G IN R D M A R I O N R D FM 1516 N G R E E N V A L L E Y R D C R E E K R D E L O O P 1 6 0 4 N PVT B O L T O N R D L O O K O U T R D N ABBOTT RD S C H E R T Z P K W Y F M 7 8 E FM 1976 F M 7 8 W B A T C A V E R D W A L D R D I H 1 0 W A C C E S S R D M IL L E R R D IH 3 5 N A C C E S S R D K IT T Y H A W K R D WARE-SEGUIN RD W EIL R D S S A N T A C L A R A R D CIB O L O V A L L E Y D R Y O U N G S F O R D R D S T O L T E R D E N G E L R D W EI R R D B U N K E R S T S A V A N N A H D R R O N R D C O U N T R Y L N Z U E H L R D PFEIL RD U L L R I C H R D SCHOENTHAL RD S C H A E F E R R D S C H W A B R D F M 4 6 5 M O R N I N G S I D E D R C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D A R IZ P E R D E EVANS RD S T A P P E R R D W I E D E R S T E I N R D B E E C H T R L T O L L E R D D E A N R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D A T H E NIA N W IE D N E R R D S C H M O E K E L R D E P E R I M E T E R R D K O E H L E R R D T O E P P E R W EIN R D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N B I N D S E IL L N R K L N N EVANS RD I H 1 0 E A C C E S S R D C O L U M B I A M A I N S T W P E RI M E T E R R D F O R U M R D S A S S M A N R D LIV E O A K R D A E R O A V E WALZEM RD O L D W IE D E R S T EI N R D FREUDENBURG RDWEICHOLD RD W O O D L A N D O A K S D R M A R B A C H L N G O L F R D PHOENIX AVE H A L LIE H T S O L D C I M A R R O N T R L BIS O N L N D E D E K E D R D IE T Z R D W E S T O N R D E C K H A R D T R D G I B B S -S P R A W L R D D I M R O C K CRESTWAY RD W B Y R D B L V D N S O L M S R D FIF T H S T W BINZ-ENGLEMAN RD N O R T H B L V D O A K S T N M A I N S T A L T O N B L V D K IS E R L N N E W B E R LI N R D N G R A Y T O W N R D G E R D E S R D G O T HIC D R F F S T LOOP 337 J S T W M I C H E L S O N L N M A P L E D R LAZA R PK W Y O M A R D R H O M E S T E A D P K W Y F A W N D R W BORGFELD RD B E Y E R P A T H W A VI A TI O N B L V D BALBOA DR G A R D E N RID G E D R S W A T E R L N SEA WILLOW DR S M AIN S T T U S C A N H I L L S D R T U R N IN G S T O N E H O L L Y L N F S T E D E E R C R E E K B LV D RIP P L E W A Y GREEN RD R O C K E T L N W W E T Z S T O PIE L N A S T E BLUE PT RIVER RD M A I N C I R W E L C O M E D R N O R-T E X D R C I B O L O T R L H O L L E R I N G V I N E R U S C H L N S S E G U I N R D S T E P H E N S L N R U E C K L E R D H O Y A L N G O L L S T O R T H A V E E B E R T R D T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS S T O L T E A C R E S LONE SHADOW TRL WINDBURN TRL C R E E K L O O P R A F B U R N E T T E SCHMIDT AVE A G R D LONGING TRL MORNING GROVE E S C H U L Z S T HANOVER CV B S T K IL D A R E W IL D H O R S E P A S S DONALAN DR T R I- C O U N T Y P K W Y W R I G H T A V E C E D A R C R E E K D R COPPERGATE S C E N I C HIL L L N K U S M I E R Z R D TALKENHORN J O S H S W A Y M A RIG OLD W AY STORM KING R I D G E L I N E R D T RIP L E L L N WILLOW DR B L A ZIN G S T A R T R L A B B E Y R D C E N T E R B R O O K D O E P P E N S C H M I D T R D R E G E N C Y R U N R I O L N C O R P O R A T E D R C A T T L E M A N S L N S C H N EI D E R L N BORMANN DR A S H L E Y P A R K V A L L E Y VIE W D R L O U A N N D R B R O W A R D A V E M O R G A N R U N OUTR IDER C A N O P Y B E N D S H O R T W E Y E L R D N E M E C L N R E A L R O C K R D C O V E R S C V C A F F E Y R D R E D TI P D R R U S TI C W IL L O W LIBERTY RD H I G H L A N D VIS T A Z U E H L P O S E Y P A S S G U A D A C O M A D R F A R G O E R W A Y S T A L LI O N L N O A K T E R R A C E D R J O R D A N H A E C K E R FIE L D S V E R D E P K W Y M E A D O W D R E K L E I N S T B R E E Z Y C V D A N A D R RIO VISTA DR R O S E L N P V T S T A T E N G E L R D E S T R I D T R L N O R T H S T J U S T I C E L N S U M A C L N J A S O N S W A Y H A R V E S TBELL N O R T H D R BEN C H TRL B R A H M A W A Y C O G H I L L ROYAL DR E A G L E F LI G H T IV Y L N P E C A N V E R A N O D R S A D D L E H O R N W A YSPRINGTREE B L F PI G A L L E Y E A G L E D R S T A T E B L V D A S H W O O D R D BRACKEN DR W U N L E S L N J O N S W A Y 2 N D A V E W H O M E S T E A D D R MILLER LN B L A Z E M O O N R A Y C O R B E T T D R M A Y F AIR H I N G E L O O P E L M S T T R A I L D U S T L N B E N E K E IT H W A Y H A R V E S T V W IH 35 N RA MP P R I C K L Y P E A R D R L O M A VIS T A S T KEY WEST WAY U T O P I A B L V D STANUSH RD F A W N R D G T U S A Y A N O L D M A R I O N R D I H 1 0 W R A M P B R O O K V W TALLOW WAY R E D O A K T R L AIRFOIL DR MEDUSA H O P E L N F M 7 8 W WEICHOLD RD E FM 1518 N W E T Z R D IH 35 S PFEIL RD I H 1 0 W I H 3 5 N I H 1 0 E W EIL R D W E T Z R D Y O U N G S F O R D R D H A E C K E R VIL L E R D N G R A Y T O W N R D I H 3 5 N I H 1 0 E F M 7 8 F M 3 0 0 9 F M 4 8 2 E F M 1 5 1 8 N F M 2 5 3 8 F M 2 2 5 2 I H 1 0 W F M 1 1 0 3 IH 35 S L O W E R S E G U I N R D G I N R D F M 1 0 4 4 M A R I O N R D FM 1516 N G R E E N V A L L E Y R D C R E E K R D E L O O P 1 6 0 4 N IH 3 5 N A C C E S S R D PVT B O L T O N R D N ABBOTT RD L O O K O U T R D S C H E R T Z P K W Y F M 7 8 E FM 1976 F M 7 8 W B A T C A V E R D M IL L E R R D I H 1 0 W A C C E S S R D WARE-SEGUIN RD W A L D R D W EIL R D K IT T Y H A W K R D S S A N T A C L A R A R D PAT BOOKER RD CIB O L O V A L L E Y D R Y O U N G S F O R D R D S T O L T E R D E N G E L R D W EI R R D B U N K E R S T S A V A N N A H D R R O N R D C O U N T R Y L N Z U E H L R D PFEIL RD U L L R I C H R D S C H A E F E R R D S C H W A B R D F M 4 6 5 C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D A R IZ P E R D SCHOENTHAL RD S T A P P E R R D M O R N I N G S I D E D R W IE D E R S T E I N R D T O L L E R D D E A N R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D A T H E NIA N W IE D N E R R D E EVANS RD S C H M O E K E L R D E P E RI M E T E R R D K O E H L E R R D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N R K L N N EVANS RD B I N D S EIL L N C O L U M B I A T O E P P E R W EIN R D BEECH TRL M A I N S T W P E RI M E T E R R D F O R U M R D S A S S M A N R D LIV E O A K R D A E R O A V E O L D W I E D E R S T EI N R D WEICHOLD RD W O O D L A N D O A K S D R G O L F R D FREUDENBURG RD PHOENIX AVE H A L LIE H T S K R U E G E R C A N Y O N O L D CI M A R R O N T R L BIS O N L N M A R B A C H L N D IE T Z R D W E S T O N R D E C K H A R D T R D D I M R O C K CRESTWAY RD W B Y R D B L V D N S O L M S R D DE D E K E D R FIF T H S T W N O R T H B L V D O A K S T N M A I N S T K IS E R L N G E R D E S R D G O T HIC D R F F S T N G R A Y T O W N R D J S T W M I C H E L S O N L N G I B B S -S P R A W L R D BINZ-ENGLEMAN RD M A P L E D R LAZA R PK W Y N E W B E R LI N R D O M A R D R WALZEM RD H O M E S T E A D P K W Y F A W N D R W BORGFELD RD B E Y E R P A T H W A VI A TI O N B L V D A L T O N B L V D BALBOA DR G A R D E N RID G E D R S W ATER LN SEA WILLOW DR S M AIN S T T U S C A N H I L L S D R T U R N IN G S T O N E H O L L Y L N F S T E D E E R C R E E K B LV D R O C K E T L N W W E T Z S T O PIE L N A S T E BLUE PT RIVER RD M A I N C I R N O R-T E X D R C I B O L O T R L H O L L E R I N G V I N E R U S C H L N S S E G U I N R D S T E P H E N S L N R U E C K L E R D H O Y A L N G O L L S T O R T H A V E E B E R T R D T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS S T O L T E A C R E S C R E E K L O O P R A F B U R N E T T E A G R D E S C H U L Z S T HANOVER CV B S T K IL D A R E W IL D H O R S E P A S S DONALAN DR T R I- C O U N T Y P K W Y W R I G H T A V E C E D A R C R E E K D R COPPERGATE S C E N I C H IL L L N K U S M IE R Z R D TALKENHORN J O S H S W A Y M ARIG OLD W AY STORM KING T RIP L E L L N S I E N A W O O D S WILLOW DR B L A ZIN G S T A R T R L A B B E Y R D C E N T E R B R O O K D O E P P E N S C H M I D T R D H U B E R T U S R D R E G E N C Y R U N R I O L N C O R P O R A T E D R S C H N EI D E R L N P A R K D R A S H L E Y P A R K V A L L E Y VIE W D R L O U A N N D R B R O W A R D A V E M O R G A N R U N OUTR IDER C A N O P Y B E N D S H O R T W E Y E L R D N E M E C L N R E A L R O C K R D C O V E R S C V C A F F E Y R D R E D TI P D R R U S TI C W IL L O W LIBERTY RD H I G H L A N D VIS T A Z U E H L P O S E Y P A S S G U A D A C O M A D R F A R G O E R W A Y U N N A M E D S T S T A L LI O N L N O A K T E R R A C E D R C O L E T T E L N D R A Y T O N J O R D A N H A E C K E R FIE L D S V E R D E P K W Y M E A D O W D R E K L E I N S T B R E E Z Y C V D A N A D R RIO VISTA DR R O S E L N P V T S T A T E N G E L R D E S T R I D T R L N O R T H S T J U S T I C E L N S U M A C L N J A S O N S W A Y H A R V E S TBELL N O R T H D R BEN C H TRL B R A H M A W A Y C O G H I L L ROYAL DR E A G L E F LI G H T IV Y L N P E C A N W A G O N C R O SSIN G V E R A N O D R S A D D L E H O R N W A Y S P R I N G T R E E B L F PI G A L L E Y E A G L E D R S T A T E B L V D BRACKEN DR W U N L E S L N J O N S W A Y 2 N D A V E W MILLER LN B L A Z E M O O N R A Y C O R B E T T D R M A Y F AIR H I N G E L O O P E L M S T T R A I L D U S T L N B E N E K E IT H W A Y FARMVIEW LN H A R V E S T V W O S A G E A V E IH 35 N RAMP S T A C K S T O N E P R I C K L Y P E A R D R KEY WEST WAY DONSHIRE DR U T O P I A B L V D STANUSH RD F A W N R D G T U S A Y A N O L D M A R I O N R D I H 1 0 W R A M P B R O O K V W TALLOW WAY R E D O A K T R L AIRFOIL DR W I N G E D F O O TMEDUSA H O P E L N W EIL R D I H 1 0 E WEICHOLD RD W E T Z R D I H 3 5 N R A M P Y O U N G S F O R D R D I H 1 0 W F M 7 8 WE FM 1518 N I H 3 5 N IH 35 S W E T Z R D N G R A Y T O W N R D PFEIL RD H A E C K E R VIL L E R D Legend ETJ Population 2020 0 - 300 301 - 1,000 1,001 - 4,000 4,001 - 7,000 7,001 - 10,000 10,001 - 13,000 County Boundary Bexar Comal Guadalupe Legend ETJ Population 2050 0 - 300 300 - 1000 1000 - 4000 4000 - 7000 7000 - 10000 10000 - 15000 County Boundary Bexar Comal Guadalupe Schertz 2020 Population Distribution Schertz 2050 Population Distribution .8/4/2022010,0005,000 Feet 0 10,0005,000 Feet Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\Working Exhibits\20220804_MXD_Files\20220804_Population Projections.mxd Attachment 3 Comal Comal Bexar Guadalupe Bexar Guadalupe APPENDIX 4 - 30 YEAR HOUSING DISTRIBUTION PROJECTIONS IH 3 5 N I H 1 0 E F M 7 8 F M 3 0 0 9 F M 4 8 2 IH 35 S E F M 1 5 1 8 N F M 2 2 5 2 F M 2 5 3 8 I H 1 0 W F M 1 1 0 3 L O W E R S E G U I N R D F M 1 0 4 4 G I N R D M A R I O N R D FM 1516 N G R E E N V A L L E Y R D C R E E K R D E L O O P 1 6 0 4 N PVT B O L T O N R D L O O K O U T R D N ABBOTT RD S C H E R T Z P K W Y F M 7 8 E FM 1976 F M 7 8 W B A T C A V E R D W A L D R D I H 1 0 W A C C E S S R D M IL L E R R D IH 3 5 N A C C E S S R D K IT T Y H A W K R D WARE-SEGUIN RD W E IL R D S S A N T A C L A R A R D CIB O L O V A L L E Y D R Y O U N G S F O R D R D S T O L T E R D E N G E L R D W E I R R D B U N K E R S T S A V A N N A H D R R O N R D C O U N T R Y L N Z U E H L R D PFEIL RD U L L R I C H R D SCHOENTHAL RD S C H A E F E R R D S C H W A B R D F M 4 6 5 M O R N I N G S I D E D R C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D A R IZ P E R D E EVANS RD S T A P P E R R D W I E D E R S T E I N R D B E E C H T R L T O L L E R D D E A N R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D A T H E NIA N W IE D N E R R D S C H M O E K E L R D E P E R I M E T E R R D K O E H L E R R D T O E P P E R W EIN R D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N B I N D S E I L L N R K L N N EVANS RD I H 1 0 E A C C E S S R D C O L U M B I A M A I N S T W P E RI M E T E R R D F O R U M R D S A S S M A N R D LIV E O A K R D A E R O A V E WALZEM RD O L D W I E D E R S T E I N R D FREUDENBURG RDWEICHOLD RD W O O D L A N D O A K S D R M A R B A C H L N G O L F R D PHOENIX AVE H A L LI E H T S O L D C I M A R R O N T R L BIS O N L N D E D E K E D R D IE T Z R D W E S T O N R D E C K H A R D T R D G I B B S -S P R A W L R D D I M R O C K CRESTWAY RD W B Y R D B L V D N S O L M S R D FIF T H S T W BINZ-ENGLEMAN RD N O R T H B L V D O A K S T N M A I N S T A L T O N B L V D K IS E R L N N E W B E R LI N R D N G R A Y T O W N R D G E R D E S R D G O T HIC D R F F S T LOOP 337 J S T W M I C H E L S O N L N M A P L E D R LAZA R PK W Y O M A R D R H O M E S T E A D P K W Y F A W N D R W BORGFELD RD B E Y E R P A T H W A V I A TI O N B L V D BALBOA DR G A R D E N RID G E D R S W A T E R L N SEA WILLOW DR S M A IN S T T U S C A N H I L L S D R T U R N I N G S T O N E H O L L Y L N F S T E D E E R C R E E K B LV D RIP P L E W A Y GREEN RD R O C K E T L N W W E T Z S T O PIE L N A S T E BLUE PT RIVER RD M A I N C I R W E L C O M E D R N O R-T E X D R C I B O L O T R L H O L L E R I N G V I N E R U S C H L N S S E G U I N R D S T E P H E N S L N R U E C K L E R D H O Y A L N G O L L S T O R T H A V E E B E R T R D T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS S T O L T E A C R E S LONE SHADOW TRL WINDBURN TRL C R E E K L O O P R A F B U R N E T T E SCHMIDT AVE A G R D LONGING TRL MORNING GROVE E S C H U L Z S T HANOVER CV B S T K IL D A R E W IL D H O R S E P A S S DONALAN DR T R I- C O U N T Y P K W Y W R I G H T A V E C E D A R C R E E K D R COPPERGATE S C E N I C H IL L L N K U S M IE R Z R D TALKENHORN J O S H S W A Y M A RIG OLD W AY STORM KING R I D G E L I N E R D T RIP L E L L N WILLOW DR B L A ZIN G S T A R T R L A B B E Y R D C E N T E R B R O O K D O E P P E N S C H M I D T R D R E G E N C Y R U N R I O L N C O R P O R A T E D R C A T T L E M A N S L N S C H N E ID E R L N BORMANN DR A S H L E Y P A R K V A L L E Y V IE W D R L O U A N N D R B R O W A R D A V E M O R G A N R U N O U T R ID ER C A N O P Y B E N D S H O R T W E Y E L R D N E M E C L N R E A L R O C K R D C O V E R S C V C A F F E Y R D R E D T I P D R R U S TI C W IL L O W LIBERTY RD H I G H L A N D VIS T A Z U E H L P O S E Y P A S S G U A D A C O M A D R F A R G O E R W A Y S T A L LI O N L N O A K T E R R A C E D R J O R D A N H A E C K E R FIE L D S V E R D E P K W Y M E A D O W D R E K L E I N S T B R E E Z Y C V D A N A D R RIO VISTA DR R O S E L N P V T S T A T E N G E L R D E S T R I D T R L N O R T H S T J U S T I C E L N S U M A C L N J A S O N S W A Y H A R V E S TBELL N O R T H D R BEN C H TRL B R A H M A W A Y C O G H I L L ROYAL DR E A G L E F LI G H T IV Y L N P E C A N V E R A N O D R S A D D L E H O R N W A Y S P R I N G T R E E B L F PI G A L L E Y E A G L E D R S T A T E B L V D A S H W O O D R D BRACKEN DR W U N L E S L N J O N S W A Y 2 N D A V E W H O M E S T E A D D R MILLER LN B L A Z E M O O N R A Y C O R B E T T D R M A Y F AIR H I N G E L O O P E L M S T T R A I L D U S T L N B E N E K E IT H W A Y H A R V E S T V W IH 35 N RA M P P R I C K L Y P E A R D R L O M A VIS T A S T KEY WEST WAY U T O P I A B L V D STANUSH RD F A W N R D G T U S A Y A N O L D M A R I O N R D I H 1 0 W R A M P B R O O K V W TALLOW WAY R E D O A K T R L AIRFOIL DR M ED USA H O P E L N F M 7 8 W WEICHOLD RD E FM 1518 N W E T Z R D IH 35 S PFEIL RD I H 1 0 W IH 3 5 N I H 1 0 E W EIL R D W E T Z R D Y O U N G S F O R D R D H A E C K E R VIL L E R D N G R A Y T O W N R D I H 3 5 N I H 1 0 E F M 7 8 F M 3 0 0 9 F M 4 8 2 E F M 1 5 1 8 N F M 2 5 3 8 F M 2 2 5 2 I H 1 0 W F M 1 1 0 3 IH 35 S L O W E R S E G U I N R D G IN R D F M 1 0 4 4 M A R I O N R D FM 1516 N G R E E N V A L L E Y R D C R E E K R D E L O O P 1 6 0 4 N IH 3 5 N A C C E S S R D PVT B O L T O N R D N ABBOTT RD L O O K O U T R D S C H E R T Z P K W Y F M 7 8 E FM 1976 F M 7 8 W B A T C A V E R D M IL L E R R D I H 1 0 W A C C E S S R D WARE-SEGUIN RD W A L D R D W E IL R D K IT T Y H A W K R D S S A N T A C L A R A R D PAT BOOKER RD CIB O L O V A L L E Y D R Y O U N G S F O R D R D S T O L T E R D E N G E L R D W E I R R D B U N K E R S T S A V A N N A H D R R O N R D C O U N T R Y L N Z U E H L R D PFEIL RD U L L R I C H R D S C H A E F E R R D S C H W A B R D F M 4 6 5 C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D A R IZ P E R D SCHOENTHAL RD S T A P P E R R D M O R N I N G S I D E D R W I E D E R S T E I N R D T O L L E R D D E A N R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D A T H E NIA N W IE D N E R R D E EVANS RD S C H M O E K E L R D E P E R I M E T E R R D K O E H L E R R D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N R K L N N EVANS RD B I N D S E IL L N C O L U M B I A T O E P P E R W EIN R D BEECH TRL M A I N S T W P E RI M E T E R R D F O R U M R D S A S S M A N R D LIV E O A K R D A E R O A V E O L D W IE D E R S T E I N R D WEICHOLD RD W O O D L A N D O A K S D R G O L F R D FREUDENBURG RD PHOENIX AVE H A L LI E H T S K R U E G E R C A N Y O N O L D C I M A R R O N T R L BIS O N L N M A R B A C H L N D IE T Z R D W E S T O N R D E C K H A R D T R D D I M R O C K CRESTWAY RD W B Y R D B L V D N S O L M S R D D ED EK E D R FIF T H S T W N O R T H B L V D O A K S T N M A I N S T K IS E R L N G E R D E S R D G O T HIC D R F F S T N G R A Y T O W N R D J S T W M I C H E L S O N L N G I B B S -S P R A W L R D BINZ-ENGLEMAN RD M A P L E D R LAZA R PK W Y N E W B E R LI N R D O M A R D R WALZEM RD H O M E S T E A D P K W Y F A W N D R W BORGFELD RD B E Y E R P A T H W A V I A TI O N B L V D A L T O N B L V D BALBOA DR G A R D E N RID G E D R S W ATER LN SEA WILLOW DR S M AIN S T T U S C A N H I L L S D R T U R N I N G S T O N E H O L L Y L N F S T E D E E R C R E E K B LV D R O C K E T L N W W E T Z S T O P IE L N A S T E BLUE PT RIVER RD M A I N C I R N O R-T E X D R C I B O L O T R L H O L L E R I N G V I N E R U S C H L N S S E G U I N R D S T E P H E N S L N R U E C K L E R D H O Y A L N G O L L S T O R T H A V E E B E R T R D T O W N C R E E K R D D U S T Y FI E L D S VOGES PASS S T O L T E A C R E S C R E E K L O O P R A F B U R N E T T E A G R D E S C H U L Z S T HANOVER CV B S T K IL D A R E W IL D H O R S E P A S S DONALAN DR T R I- C O U N T Y P K W Y W R I G H T A V E C E D A R C R E E K D R COPPERGATE S C E N I C H IL L L N K U S M IE R Z R D TALKENHORN J O S H S W A Y M A RIG OLD W AY STORM KING T RIP L E L L N S I E N A W O O D S WILLOW DR B L A ZIN G S T A R T R L A B B E Y R D C E N T E R B R O O K D O E P P E N S C H M I D T R D H U B E R T U S R D R E G E N C Y R U N R I O L N C O R P O R A T E D R S C H N E ID E R L N P A R K D R A S H L E Y P A R K V A L L E Y VIE W D R L O U A N N D R B R O W A R D A V E M O R G A N R U N O U T R IDER C A N O P Y B E N D S H O R T W E Y E L R D N E M E C L N R E A L R O C K R D C O V E R S C V C A F F E Y R D R E D T I P D R R U S TI C W IL L O W LIBERTY RD H I G H L A N D VIS T A Z U E H L P O S E Y P A S S G U A D A C O M A D R F A R G O E R W A Y U N N A M E D S T S T A L LI O N L N O A K T E R R A C E D R C O L E T T E L N D R A Y T O N J O R D A N H A E C K E R FIE L D S V E R D E P K W Y M E A D O W D R E K L E I N S T B R E E Z Y C V D A N A D R RIO VISTA DR R O S E L N P V T S T A T E N G E L R D E S T R I D T R L N O R T H S T J U S T I C E L N S U M A C L N J A S O N S W A Y H A R V E S TBELL N O R T H D R B EN C H TRL B R A H M A W A Y C O G H I L L ROYAL DR E A G L E F LI G H T IV Y L N P E C A N W A G O N C R O S SIN G V E R A N O D R S A D D L E H O R N W A Y S P R I N G T R E E B L F PI G A L L E Y E A G L E D R S T A T E B L V D BRACKEN DR W U N L E S L N J O N S W A Y 2 N D A V E W MILLER LN B L A Z E M O O N R A Y C O R B E T T D R M A Y F AIR H I N G E L O O P E L M S T T R A I L D U S T L N B E N E K E IT H W A Y FARMVIEW LN H A R V E S T V W O S A G E A V E IH 35 N RA MP S T A C K S T O N E P R I C K L Y P E A R D R KEY WEST WAY DONSHIRE DR U T O P I A B L V D STANUSH RD F A W N R D G T U S A Y A N O L D M A R I O N R D I H 1 0 W R A M P B R O O K V W TALLOW WAY R E D O A K T R L AIRFOIL DR W I N G E D F O O TMEDUSA H O P E L N W E IL R D I H 1 0 E WEICHOLD RD W E T Z R D I H 3 5 N R A M P Y O U N G S F O R D R D I H 1 0 W F M 7 8 WE FM 1518 N I H 3 5 N IH 35 S W E T Z R D N G R A Y T O W N R D PFEIL RD H A E C K E R VIL L E R D Legend ETJ Number of Househo lds 2020 0 - 200 201 - 600 601 - 1,000 1,001 - 4,000 4,001 - 6,000 County Boundary Bexar Comal Guadalupe Legend ETJ Number of Hou seholds 2050 0- 200 201 - 600 601 - 1,000 1,001 - 4,000 4,001 - 6,000 County Boundary Bexa r Comal Guadalupe Schertz 2020 Residential Housing Distribution Schertz 2050 Residential Housing Distribution1/11/2022 .0 10,0005,000 Feet 0 10,0005,000 Feet Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\Working Exhibits\2021.08.19_TM Mxd. Files\20210831_Household Projections_Working.mxd Bexar Comal Guadelupe Bexar Comal Guadelupe APPENDIX 5 - PLANNED & EXISTING RESIDENTIAL DEVELOPMENTS COMPARISON TO WASTEWATER CCN I H 3 5 N I H 1 0 E F M 3 0 0 9 F M 7 8 F M 4 8 2 E F M 1 5 1 8 N F M 1 1 0 3 W EIL R D L O W E R S E G U I N R D F M 2 2 5 2 F M 2 5 3 8 IH 35 S I H 1 0 W FM 1516 N G R E E N V A L L E Y R D M A R I O N R D PVT I H 3 5 N A C C E S S R D S C H E R T Z P K W Y F M 7 8 E I H 1 0 E A C C E S S R D B O L T O N R D N ABBOTT RD F M 7 8 W C R E E K R D G IN R D M IL L E R R D FM 1976 W A R E - S E G U I N R D E L O O P 1 6 0 4 N C I B O L O V A L L E Y D R S T O L T E R D E N G E L R D W EI R R D B U N K E R S T L O O K O U T R D S A V A N N A H D R R O N R D C O U N T R Y L N Z U E H L R D PFEIL RD S C H A E F E R R D S C H W A B R D C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D A R IZ P E R D W I E D E R S T E I N R D S T A P P E R R D PAT BOOKER RD T O L L E R D D E A N R D K IT T Y H A W K R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D B A T C A V E R D S S A N T A C L A R A R D U N I V E R S A L C I T Y B L V D W IE D N E R R D N GRAYTOWN RD E P E R I M E T E R R D K O E H L E R R D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N S C H M O E K E L R D N EVANS RD C O L U M B I A M A I N S T Y O U N G S F O R D R D S A S S M A N R D LIV E O A K R D M O R N I N G S I D E D R A E R O A V E SCHOENTHAL RD O L D W I E D E R S T E I N R D WEICHOLD RD W O ODLAND OAKS DR G O L F R D H A L LIE H T S B IS O N L N D IE T Z R D W E S T O N R D E C K H A R D T R D D I M R O C K C U R TIS S A V E W B Y R D B L V D FREUDENBURG RD FIF T H S T W N O R T H B L V D O A K S T N M A I N S T K IS E R L N I H 1 0 W A C C E S S R D O L D C I M A R R O N T R L G E R D E S R D G O T H I C D R F F S T L A U R A H T S J S T W SCENIC LAKE DR E L B E L R D GREAVES LN M A P L E D R F O U R T H S T E W A L D R D L A Z A R P K W Y E A VI A TI O N B L V D O M A R D R H O M E S T E A D P K W Y I K E L N F A W N D R W B O R G F E L D R D B E Y E R P A T H W I N N A V E H S T W P L A N E L N SEA WILLOW DR C O Y L N S M AIN S T F O R U M R D W A H L L N T U R N I N G S T O N E N SEGUIN RD H O L L Y L N M A R IL Y N D R H O L M A N R D F S T E D E E R C R E E K B LV D N S O L M S R D R O C K E T L N O PIE L N A S T E L O O P 5 3 9 E T H O R N T O N L N R IV E R R D MAIN CIR N O R - T E X D R CIB O L O T R L H O L L E R I N G VI N E R U S C H L N C S T E S S E G U I N R D STEPHENS LN S T A TI O N S T A N T L E R D R F S T W BALBOA DR H O Y A L N P E C A N D R PHOENIX AVE S C H M U C K S R D T H I R D S T W T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS CORONADO BLVD P A T S Y D R C R E S T W A Y R D H S T E C H E R R Y T R E E D R PARKLANDS W AY C O D Y L N G L O XI N I A D R VAGABOND LN R A F B U R N E T T E N E W B E R LI N R D D W L N B E L M O N T P K W Y 1 S T S T E HANOVER CV B S T IH 35 S A C C ESS R D D ST E B Y R D B L V D K IL D A R E DONALAN DR T R I- C O U N T Y P K W Y T O N K A W A P A S S V A L H A L L A A U T H O R IT Y L N COPPERGATE C A V A N S I L V E R W I N G S C E N IC HIL L L N SCHUETZ DR O L D G R A Y T O W N R D K U S M I E R Z R D WINDSO C K LN F R I E S E N H A H N L N O L D HIG H W AY 81 J O S H S W A Y M A R I G O L D W A Y C I R C L E O A K D R S T O R M K I N G 1 S T S T T RIP L E L L N S PERIMETER RD WILLOW DR CYPRESS PT B L A ZIN G S T A R T R L A B B E Y R D D O E P P E N S C H M I D T R D PARKVIEW DR H U B E R T U S R D R E G E N C Y R U N MARIETTA LN R I O L N C O R P O R A T E D R W I N B U R N A V E S C H N EI D E R L N W IL L O W V W F R O B O E S E L N B R IS C O R D A S H L E Y P A R K V A L L E Y VIE W D R W S C H A E F E R R D K I N G S W A Y B R O W A R D A V E M O R G A N R U N C A N O P Y B E N D S H O R T W E Y E L R D B E C K S T P E C O S P T F R IT Z W A Y IRONMILL CRK K N E U P P E R R D N E M E C L N B R U SH TR AIL B EN D R E A L R O C K R D C O V E R S C V U L T R A LI G H T R D C A F F E Y R D R E D T I P D R H A R V E S T B E N D R U S TI C W IL L O W LIBERTY RD I S T E L O T U S P A R K T R IT O N P O S E Y P A S S G U A D A C O M A D R M E A D O W L A R K CATTLE CREEK LN A SIA G O AUTUMN RUN LN U N N A M E D S T E E V A N S R D C O L E T T E L N L O W E R V A L L E Y L N D R A Y T O N H A E C K E R FI E L D S V E R D E P K W Y L O S T M E A D O W S D R HINGE PATH B O R G F E L D R D N A C O G D O C H E S L O O P C R E S T O A K D R ROSE LN P V T S T A T E N G E L R D L O O P 5 3 9 W T R O Y L N J U S T I C E L N E A G L E V A L L E Y S T S U M A C L N J A S O N S W A Y F O U R O A K S L N S S O L M S R D D O B I E B L V D C I N C H O N A T R L B E L L N O R T H D R VIC T O R IA P T SCENIC D R C Y L A M E N W IL L O W B L F B R A H M A W A Y M I L L S T DAVIE LN SIL O S T ROYAL DR IV Y L N WATER W OOD DR B L U E B E L L D R M E S A V E R D E W IN K L E R T R L S A D D L E H O R N W A Y K I P P E R A V E WOMAN HOLLERING RD IVY JADE S P R I N G T R E E B L F S A F A R I D R P I G A L L E Y E A G L E D R D E N - O T T HIL L A S H W O O D R D BACALL WAY OAK BLOOM B R O O K L I N E MILLER LN COPPER CV H A N A L N R A Y C O R B E T T D R T U R Q U O IS E T A T E S D R M O U N T O L Y M P U S IVY HORN LIE C K C V M I N E R A L S P G S C I B O L O L N TI M B E R S P G S J O N A S D R T R I P L E C R O W N C O L O N Y S E N N A HIL L S D R R E D IR O N T R A I L D U S T L N GAGE PARK M E S Q U IT E W O O D S B E N E K EIT H W A Y A V E N U E B O L D E M O S S P I N G W A Y PVT RD AT 5890 FM 1516 N FARMVIEW LN C I T A D E L P E A K IH 35 N RA MP T E X A S V A L L E Y M E A D O W L N P R I C K L Y P E A R D R L U C K S I D E SHERRI DR C O V E T R L K O V E L N G R A N D V I S T A B L U E S A G E L N STANUSH RD O Z U N A D R A L A M O P K W Y S I O U X C I R B E T H A N Y W A Y L A S C I M A S D R O A K R D G I H 1 0 W R A M P B R O O K V W S I L V E R B U C K L E M A X F LI D R S T O N E B R O O K D R SAHARA WOODS P E R S I A D R I S T W R E D O A K T R L A R R O Y O V E R D E C A T T L E R U N L I G U R I A D R L O O K O V E R B A Y S H A D O W Y D U S K C O L T T R A I L JEANETTE DR GULF ST T U M B L E B R O O K A M A R Y L LI S H A L LIE L O O P F A W N P A S S R I C H M O N D D R B RITE R D TILDEN TRL I R O L A D R H A L LIE VIE W H O U S T O N D R S U N R I D G E D R M A Y F L O W E R R U S TI C A C R E S P IL O T P T L A N D M A R K O A K RHODE DR M C C O Y L N CONNELL POND ROSALINA LOOP H O P E L N K A Y L A L N C O LIN A W A Y A N D R E W S A V E F R E A D L N S TIL L B R O O K L N P E V E R O P A R K V A L L E Y D R IDAMARIE LENO WAY P I N S E E K E R L I A N A W I L L O W R U N P A T R I C K H E N R Y MALDEN DR PARRY PATH SAVERNE WAY K A U R I C L I F F S C A N T E R B U R Y H IL L R A W E A V E G L E N C V P O R T R U S H L N H I D D E N K N O L L B A R T E N H EIM D R RUSTIC TRL P A T H F I N D E R M U S T A N G V A L L E Y K L EIN CI R LUCILLE N E W N I N G J U LI A N P T C A N D Y L N G R E E N S H I R E D R R H E A S T N O T TIN G S HIR E G I N S B E R G D R S A D D L E S P O K E C I B O L O X I N G M E D I A T O R R U N C I B O L O T O L L E R D T I F F A N Y L N SHAY PASS T H U R B E R D R A B E R C O R N Q U A K E R R D G H E A V E N L Y V W GAGE CONNELL IV Y D O V E R O T H A U D R J E S S E S C I R IH 35 S Y O U N G S F O R D R D I H 1 0 W W E IL R D O A K S T K N E U P P E R R D W E T Z R D N M A I N S T I H 3 5 N I H 1 0 E PFEIL RD E FM 1518 N F M 7 8 W S C H A E F E R R D W E T Z R D S P E RI M E T E R R D KUSMIERZ RD H A E C K E R VIL L E R D N G R A Y T O W N R D Schertz Planned and Existing Residential DevelopmentsComparison to Wastewater CCN Service Area 0 10,0005,000 Feet 8/8/2022 Legend SchertzWW_CCN_Boundary Schertz City Limit ETJ Multi-Family Residential Development Planned and Existing Residential Subdivisions Maximum Housing Units 0 - 5 6 - 25 26 - 75 76 - 100 101 - 200 201 - 300 301 - 400 401 - 1050 Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220527_Residential_SewerCCN.mxd . Attachment 5 Saddlebrook Sterling Grove Oakmont Place Carmel Ranch Graytown CrossvineModule III Parklands &Parklands II APPENDIX 6 - PLANNED & EXISTING RESIDENTIAL DEVELOPMENTS COMPARISON TO WATER CCN I H 3 5 N F M 3 0 0 9 F M 7 8 I H 1 0 E F M 4 8 2 F M 1 1 0 3 E F M 1 5 1 8 N W E IL R D L O W E R S E G U I N R D F M 2 2 5 2 IH 35 S F M 2 5 3 8 E LOOP 1604 N I H 1 0 W FM 1516 N G R E E N V A L L E Y R D M A R I O N R D I H 3 5 N A C C E S S R D S C H E R T Z P K W Y F M 7 8 E B O L T O N R D I H 1 0 E A C C E S S R D F M 7 8 W W A R E - S E G U I N R D N A B B O T T R D FM 1976 C I B O L O V A L L E Y D R C R E E K R D G IN R D S T O L T E R D E N G E L R D W EI R R D B U N K E R S T S A V A N N A H D R L O O K O U T R D C O U N T R Y L N Z U E H L R D PFEIL RD S C H A E F E R R D S C H W A B R D C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D A R IZ P E R D W I E D E R S T EI N R D T O L L E R D M IL L E R R D PAT BOOKER RD D E A N R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D PVT H A E C K E R VIL L E R D M A S K E R D W I E D N E R R D K IT T Y H A W K R D N GRAYTOWN RD E P E R I M E T E R R D K O E H L E R R D U N I V E R S A L C I T Y B L V D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N B A T C A V E R D N E V A N S R D R O N R D C O L U M B I A M A I N S T W P E R I M E T E R R D S A S S M A N R D LIV E O A K R D SCHOENTHAL RD A E R O A V E S C H M O E K E L R D O L D W I E D E R S T EI N R D WEICHOLD RD W O O DLAND O AKS DR G O L F R D S T A P P E R R D H A L LIE H T S Y O U N G S F O R D R D B IS O N L N D IE T Z R D W E S T O N R D E C K H A R D T R D D I M R O C K C U R TIS S A V E W B Y R D B L V D W A L D R D FIF T H S T W N O R T H B L V D O A K S T M O R N I N G S I D E D R N M A I N S T K IS E R L N G E R D E S R D G O T H I C D R F F S T L A U R A H T S IH 35 S A C C ESS R D J S T W SCENIC LAKE DR E L B E L R D GREAVES LN M A P L E D R S S A N T A C L A R A R D F O U R T H S T E L A Z A R P K W Y E A VI A TI O N B L V D O L D C I M A R R O N T R L O M A R D R H O M E S T E A D P K W Y I K E L N F A W N D R W B O R G F E L D R D N S O L M S R D B E Y E R P A T H W A V I A TI O N B L V D W I N N A V E H S T W I H 1 0 W A C C E S S R D P L A N E L N SEA WILLOW DR C O Y L N S M AI N S T W A H L L N T U R N I N G S T O N E N SEGUIN RD H O L L Y L N M A R IL Y N D R F S T E D E E R C R E E K B LV D R O C K E T L N O PIE L N A S T E L O O P 5 3 9 E FREUDENBURG RD T H O R N T O N L N R IV E R R D MAIN CIR N O R - T E X D R C IB O L O T R L H O L L E R I N G V I N E R U S C H L N C S T E S S E G U I N R D STEPHENS LN S T A TI O N S T A N T L E R D R F S T W H O Y A L N P E C A N D R S C H M U C K S R D T H I R D S T W T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS H S T E H O L M A N R D C H E R R Y T R E E D R PARKLANDS W AY C O D Y L N G L O XI N I A D R VAGABOND LN R A F B U R N E T T E D W L N B E L M O N T P K W Y 1 S T S T E F O R U M R D HANOVER CV B S T D ST E B Y R D B L V D K IL D A R E BALBOA DR DONALAN DR T R I- C O U N T Y P K W Y V A L H A L L A CRESTW AY RD A U T H O RIT Y L N COPPERGATE C A V A N S I L V E R W I N G S C E N IC HIL L L N SCHUETZ DR WINDSOCK LN F R I E S E N H A H N L N O LD HIG H W AY 81 J O S H S W A Y M A R I G O L D W A Y C I R C L E O A K D R S T O R M K I N G 1 S T S T T RIP L E L L N S PERIMETER RD WILLOW DR CYPRESS PT B L A ZIN G S T A R T R L A B B E Y R D D O E P P E N S C H M I D T R D PARKVIEW DR H U B E R T U S R D R E G E N C Y R U N MARIETTA LN R I O L N C O R P O R A T E D R W I N B U R N A V E S C H N EI D E R L N W IL L O W V W F R O B O E S E L N B R IS C O R D A S H L E Y P A R K V A L L E Y VIE W D R T O N K A W A P A S S W S C H A E F E R R D K I N G S W A Y J S T E B R O W A R D A V E M O R G A N R U N C A N O P Y B E N D S H O R T W E Y E L R D B E C K S T P E C O S P T F R IT Z W A Y IRONMILL CRK K N E U P P E R R D N E M E C L N F O U R T H S T W B R US H TR AIL BEN D R E A L R O C K R D C O V E R S C V U L T R A LI G H T R D C A F F E Y R D R E D TI P D R ATHENIAN H A R V E S T B E N D R U S TI C W IL L O W LIBERTY RD I S T E L O T U S P A R K T R IT O N P O S E Y P A S S G U A D A C O M A D R CATTLE CREEK LN A SIA G O U N N A M E D S T L O W E R V A L L E Y L N D R A Y T O N H A E C K E R FIE L D S V E R D E P K W Y L O S T M E A D O W S D R HINGE PATH B O R G F E L D R D N A C O G D O C H E S L O O P C R E S T O A K D R ROSE LN P V T S T A T E N G E L R D L O O P 5 3 9 W T R O Y L N J U S T I C E L N E A G L E V A L L E Y S T S U M A C L N J A S O N S W A Y F O U R O A K S L N S S O L M S R D D O B I E B L V D C I N C H O N A T R L B E L L N O R T H D R VIC T O R IA P T SCENIC D R C Y L A M E N W IL L O W B L F B R A H M A W A Y M I L L S T DAVIE LN S IL O S T ROYAL DR IV Y L N B L U E B E L L D R M E S A V E R D E W IN K L E R T R L S A D D L E H O R N W A Y WOMAN HOLLERING RD IVY JADE S P R I N G T R E E B L F S A F A R I D R E E V A N S R D P I G A L L E Y B A T C A V E L O O P E A G L E D R D E N- O T T HIL L A S H W O O D R D OAK BLOOM B R O O K L I N E MILLER LN COPPER CV H A N A L N A N T H E M L N R A Y C O R B E T T D R T U R Q U O I S E T A T E S D R M O UNT OLYM PUS ANN DR IVY HORN LIE C K C V M I N E R A L S P G S CORDOBA DR C I B O L O L N TI M B E R S P G S J O N A S D R T R I P L E C R O W N C O L O N Y R E D IR O N E L M S T T R A I L D U S T L N GAGE PARK M E S Q U IT E W O O D S B E N E K E IT H W A Y O L D E M O S S P I N G W A Y HIC K O R Y B E N D C I T A D E L P E A K IH 35 N RAMP T E X A S V A L L E Y M E A D O W L N P R I C K L Y P E A R D R L U C K S I D E SHERRI DR C O V E T R L K O V E L N G R A N D V I S T A B L U E S A G E L N O Z U N A D R A L A M O P K W Y S I O U X C I R B E T H A N Y W A Y L A S C I M A S D R O A K R D G B R O O K V W S I L V E R B U C K L E M A X F LI D R S T O N E B R O O K D R P E R S I A D R T E A K W O O D L N I S T W R E D O A K T R L A R R O Y O V E R D E C A T T L E R U N L I G U R I A D R L O O K O V E R B A Y S H A D O W Y D U S K A U T U M N H O L W C O L T T R A I L GULF ST T U M B L E B R O O K W I N D I N G T R L A M A R Y L LIS H A L LIE L O O P F A W N P A S S R I C H M O N D D R B RITE R D TILDEN TRL I R O L A D R H A L LIE VIE W S U N R I D G E D R M A Y F L O W E R R U S TI C A C R E S P IL O T P T L A N D M A R K O A K B R I C K E L L R D RHODE DR M C C O Y L N CONNELL POND H O P E L N K A Y L A L N C O LIN A W A Y F R E A D L N R O B E R T S T E V E N S A IL E R O N D R S TIL L B R O O K L N P E V E R O P A R K V A L L E Y D R P L A N T E R S P A S S IDAMARIE LENO WAY P I N S E E K E R L I A N A W I L L O W R U N T A P W O O D L N SAVERNE WAY ORO VIEJO CT K A U R I C L I F F S C A N T E R B U R Y H IL L R A W E A V E G LE N C V P O R T R U S H L N H I D D E N K N O L L B A R T E N H EIM D R RUSTIC TRL P A T H F I N D E R M U S T A N G V A L L E Y K L EIN C IR MISTY MEADOW N E W N I N G J U LI A N P T G A N D E R PA R K LI N C O L N D R C A N D Y L N G R E E N S H I R E D R R H E A S T P O S E I D O N N O T TIN G S HIR E A U T U M N A R B O R G I N S B E R G D R S A D D L E S P O K E C I B O L O X I N G M E D I A T O R R U N C I B O L O T O L L E R D T I F F A N Y L N SHAY PASS T H U R B E R D R A B E R C O R N BARK W OOD Q U A K E R R D G H E A V E N L Y V W GAGE CONNELL IV Y D O V E R O T H A U D R A L A B A S T E R E L G I N P A R K J E S S E S C I R M E A D O W V W A S T W I H 1 0 E K N E U P P E R R D W E T Z R D IH 35 N R A M P N M A I N S T F M 7 8 W E FM 1518 N K N E U P P E R R D S C H A E F E R R D I H 3 5 N S P E RI M E T E R R D O A K S T PFEIL RD W E T Z R D H A E C K E R V IL L E R D IH 35 S I H 1 0 W N G R A Y T O W N R D Y O U N G S F O R D R D Schertz Planned and Existing Residential DevelopmentsComparison to Water CCN Service Area 0 10,0005,000 Feet 8/8/2022 Legend Schertz_Water_CCN_Service_Area Schertz City Limit ETJ Multi-Family Residential Development Planned and Existing Residential Subdivisions Maximum Housing Units 0 - 5 6 - 25 26 - 75 76 - 100 101 - 200 201 - 300 301 - 400 401 - 1050 Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220527_Residential_WaterCCN.mxd . Parklands &Parklands II Saddlebrook Sterling Grove Carmel Ranch Attachment 6 Oakmont Place CrossvineModule III Graytown APPENDIX 7 - PLANNED & EXISTING COMMERCIAL DEVELOPMENTS COMPARISON TO WASTEWATER CCN I H 3 5 N I H 1 0 E F M 3 0 0 9 F M 7 8 F M 4 8 2 E F M 1 5 1 8 N F M 1 1 0 3 W EIL R D L O W E R S E G U I N R D F M 2 5 3 8 G R E E N V A L L E Y R D IH 35 S F M 2 2 5 2 I H 1 0 W FM 1516 N M A R I O N R D PVT G I N R D B O L T O N R D S C H E R T Z P K W Y F M 7 8 E F M 7 8 W C R E E K R D N A B B O T T R D I H 3 5 N A C C E S S R D I H 1 0 E A C C E S S R D W A R E - S E G U I N R D M IL L E R R D FM 1976 C IB O L O V A L L E Y D R S T O L T E R D E N G E L R D W E I R R D B U N K E R S T E L O O P 1 6 0 4 N S A V A N N A H D R R O N R D C O U N T R Y L N Z U E H L R D PFEIL RD S C H A E F E R R D L O O K O U T R D S C H W A B R D C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D W E T Z R D S S A N T A C L A R A R D A R IZ P E R D W I E D E R S T E I N R D S T A P P E R R D T O L L E R D D E A N R D P F A N N S TIE L L N BOENIG DR T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D W IE D N E R R D PAT BOOKER RD N GRAYTOWN RD S C H M O E K E L R D E P E R I M E T E R R D K O E H L E R R D Y O U N G S F O R D R D O L D N A C O G D O C H E S R D F M 7 8 E A S T K IT T Y H A W K R D D O E R R L N N EVANS RD U L L R IC H R D M O R N I N G S I D E D R C O L U M B I A M A I N S T SCHOENTHAL RD S A S S M A N R D LIV E O A K R D A E R O A V E O L D W I E D E R S T E I N R D WEICHOLD RD W O O DLAND O AKS DR B A T C A V E R D G O L F R D H A L LIE H T S I H 1 0 W A C C E S S R D W A L D R D B IS O N L N D IE T Z R D W E S T O N R D E C K H A R D T R D D I M R O C K C U R TIS S A V E W B Y R D B L V D FIF T H S T W N O R T H B L V D O A K S T FREUDENBURG RD N M A I N S T K IS E R L N G E R D E S R D G O T H I C D R F F S T L A U R A H T S J S T W SCENIC LAKE DR E L B E L R D GREAVES LN M A P L E D R F O U R T H S T E N S O L M S R D L A Z A R P K W Y E A VI A TI O N B L V D O M A R D R H O M E S T E A D P K W Y I K E L N F A W N D R W B O R G F E L D R D B E Y E R P A T H W AVIATION BLVD W I N N A V E H S T W P L A N E L N SEA WILLOW DR C O Y L N S M AI N S T W A H L L N T U R N I N G S T O N E N SEGUIN RD H O L L Y L N M A R IL Y N D R H O L M A N R D F S T E D E E R C R E E K B LV D R O C K E T L N O P IE L N A S T E L O O P 5 3 9 E T H O R N T O N L N RIV E R R D MAIN CIR N O R - T E X D R CIB O L O T R L H O L L E R I N G V I N E R U S C H L N C S T E S S E G U I N R D STEPHENS LN S T A TI O N S T A N T L E R D R F S T W H O Y A L N P E C A N D R S C H M U C K S R D T H I R D S T W T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS N PERIMETER RD H S T E C H E R R Y T R E E D R PARKLANDS W AY C O D Y L N G L O X I N I A D R VAG A B OND LN R A F B U R N E T T E D W L N B E L M O N T P K W Y 1 S T S T E HANOVER CV B S T D ST E B Y R D B L V D K IL D A R E W W E T Z S T DONALAN DR T R I- C O U N T Y P K W Y V A L H A L L A A U T H O RIT Y L N IH 35 S A C C ESS R D COPPERGATE C A V A N S I L V E R W I N G O A K S I D E S C E NI C H IL L L N SCHUETZ DR K U S M I E R Z R D WI NDS OCK L N F R IE S E N H A H N L N O L D HIG H W AY 81 J O S H S W A Y M A R I G O L D W A Y C I R C L E O A K D R S T O R M K I N G 1 S T S T T RIP L E L L N S PERIMETER RD CYPRESS PT B L A ZIN G S T A R T R L A B B E Y R D D O E P P E N S C H M I D T R D PARKVIEW DR N E W B E R LI N R D H U B E R T U S R D R E G E N C Y R U N MARIETTA LN R I O L N C O R P O R A T E D R W I N B U R N A V E PHOENIX AVE S C H N EI D E R L N W IL L O W V W F R O B O E S E L N B R I S C O R D A S H L E Y P A R K V A L L E Y VIE W D R W S C H A E F E R R D K I N G S W A Y B R O W A R D A V E M O R G A N R U N C A N O P Y B E N D S H O R T W E Y E L R D B E C K S T P E C O S P T F R IT Z W A Y OLD G R AYT O W N R D K N E U P P E R R D N E M E C L N B R U SH TR AIL B EN D R E A L R O C K R D C O V E R S C V U L T R A LI G H T R D C A F F E Y R D R E D TI P D R H A R V E S T B E N D R U S TI C W IL L O W LIBERTY RD I S T E L O T U S P A R K T R IT O N P O S E Y P A S S G U A D A C O M A D R CATTLE CREEK LN A SIA G O AUTUMN RUN LN U N N A M E D S T C O L E T T E L N L O W E R V A L L E Y L N D R A Y T O N H A E C K E R FIE L D S V E R D E P K W Y L O S T M E A D O W S D R HINGE PATH B O R G F E L D R D N A C O G D O C H E S L O O P C R E S T O A K D R ROSE LN P V T S T A T E N G E L R D S E I D E L S T L O O P 5 3 9 W T R O Y L N J U S T I C E L N E A G L E V A L L E Y S T S U M A C L N J A S O N S W A Y F O U R O A K S L N S S O L M S R D D O B I E B L V D C I N C H O N A T R L B E L L N O R T H D R VI C T O R I A P T SCENIC D R C Y L A M E N W IL L O W B L F B R A H M A W A Y M I L L S T DAVIE LN SIL O S T ROYAL DR IV Y L N B L U E B E L L D R M E S A V E R D E W IN K L E R T R L S A D D L E H O R N W A Y K I P P E R A V E WOMAN HOLLERING RD IVY JADE S P R I N G T R E E B L F S A F A R I D R PI G A L L E Y E A G L E D R D E N - O T T HIL L A S H W O O D R D W U N L E S L N OAK BLOOM B R O O K L I N E MILLER LN COPPER CV H A N A L N R A Y C O R B E T T D R T U R Q U O IS E T A T E S D R IVY HORN LIE C K C V M I N E R A L S P G S C I B O L O L N TI M B E R S P G S J O N A S D R T R I P L E C R O W N C O L O N Y R E D IR O N T R A I L D U S T L N GAGE PARK M E S Q U IT E W O O D S B E N E K EIT H W A Y O L D E M O S S P I N G W A Y PVT RD AT 5890 FM 1516 N C I T A D E L P E A K IH 35 N RA MP T E X A S V A L L E Y M E A D O W L N E E V A N S R D TITAN P R I C K L Y P E A R D R L U C K S I D E SHERRI DR C O V E T R L K O V E L N G R A N D V I S T A B L U E S A G E L N O Z U N A D R A L A M O P K W Y S I O U X C I R B E T H A N Y W A Y O A K R D G C A R R A N Z A L N I H 1 0 W R A M P B R O O K V W S I L V E R B U C K L E M A X F LI D R S T O N E B R O O K D R SAHARA WOODS P E R S I A D R I S T W R E D O A K T R L A R R O Y O V E R D E C A T T L E R U N L I G U R I A D R L O O K O V E R B A Y S H A D O W Y D U S K D E M ETE R S U N S E T C V C O L T T R A I L JEANETTE DR GULF ST L A H M A V E T U M B L E B R O O K A M A R Y L LIS H A L LIE L O O P F A W N P A S S SCARLET CRK R I C H M O N D D R B RITE R D TILDEN TRL I R O L A D R H A L LIE VIE W H O U S T O N D R S U N R I D G E D R M A Y F L O W E R R U S TI C A C R E S P IL O T P T L A N D M A R K O A K RHODE DR M C C O Y LN CONNELL POND ROSALINA LOOP H O P E L N K A Y L A L N A N D R E W S A V E F R E A D L N S TIL L B R O O K L N P E V E R O P A R K V A L L E Y D R IDAMARIE T R A N Q U I L L N LENO WAY P I N S E E K E R L I A N A W I L L O W R U N P A T R I C K H E N R Y MALDEN DR SAVERNE WAY K A U R I C L I F F S C A N T E R B U R Y H IL L R A W E A V E G LE N C V P O R T R U S H L N H I D D E N K N O L L B A R T E N H EIM D R RUSTIC TRL P A T H F I N D E R M U S T A N G V A L L E Y K L EI N CIR LUCILLE N E W N I N G J U LI A N P T C A N D Y L N G R E E N S H I R E D R R H E A S T P O S E I D O N N O T TIN G S HIR E G I N S B E R G D R S A D D L E S P O K E C I B O L O X I N G M E D I A T O R R U N C I B O L O T O L L E R D T I F F A N Y L N SHAY PASS T H U R B E R D R A B E R C O R N Q U A K E R R D G H E A V E N L Y V W GAGE CONNELL I V Y D O V E R O T H A U D R J E S S E S C I R N M A I N S T E FM 1518 N Y O U N G S F O R D R D F M 7 8 W I H 1 0 W IH 35 S O A K S T S P E RI M E T E R R D W E IL R D W E T Z R D I H 3 5 N I H 1 0 E PFEIL RD S C H A E F E R R D W E T Z R D H A E C K E R VIL L E R D WEICHOLD RD Schertz Planned and Existing Commericial Developments Comparison to Wastewater CCN Service Area 0 10,0005,000 Feet 8/16/2022 Legend Schertz Wastewater CCN Service Area Schertz City Limit ETJ Commercial Parcels Planned and Existing Commercial Properties Commercial Parcels Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220531_Commercial-SewerCCN.mxd . Attachment 7 APPENDIX 8 - PLANNED & EXISTING COMMERCIAL DEVELOPMENTS COMPARISON TO WATER CCN I H 3 5 N F M 3 0 0 9 I H 1 0 E F M 7 8 F M 4 8 2 E F M 1 5 1 8 N F M 1 1 0 3 W E IL R D F M 2 2 5 2 L O W E R S E G U I N R D F M 2 5 3 8 IH 35 S E L O O P 1 6 0 4 N FM 1516 N I H 1 0 W G R E E N V A L L E Y R D I H 3 5 N A C C E S S R D M A R I O N R D S C H E R T Z P K W Y F M 7 8 E FM 1976 N A B B O T T R D B O L T O N R D W A R E - S E G U I N R D F M 7 8 W C IB O L O V A L L E Y D R S T O L T E R D E N G E L R D W EI R R D B U N K E R S T L O O K O U T R D PVT G IN R D S A V A N N A H D R C O U N T R Y L N Z U E H L R D PFEIL RD S C H A E F E R R D S C H W A B R D M IL L E R R D C O Y O T E R U N FIF T H S T E N S A N T A C L A R A R D A R IZ P E R D C R E E K R D W I E D E R S T E I N R D W E T Z R D PAT BOOKER RD T O L L E R D K IT T Y H A W K R D D E A N R D P F A N N S TIE L L N BOENIG DR B A T C A V E R D T R A I N E R H A L E R D H A E C K E R VIL L E R D M A S K E R D U N I V E R S A L C I T Y B L V D W IE D N E R R D N GRAYTOWN RD E P E R I M E T E R R D K O E H L E R R D I H 1 0 E A C C E S S R D O L D N A C O G D O C H E S R D F M 7 8 E A S T D O E R R L N N E V A N S R D C O L U M B I A S T A P P E R R D M A I N S T S A S S M A N R D LIV E O A K R D A E R O A V E I H 3 5 S A C C E S S R D O L D W I E D E R S T EI N R D WEICHOLD RD W O ODLAND OAKS DR G O L F R D SCHOENTHAL RD S C H M O E K E L R D H A L LIE H T S B IS O N L N D IE T Z R D W E S T O N R D E C K H A R D T R D D I M R O C K C U R TIS S A V E W B Y R D B L V D Y O U N G S F O R D R D FIF T H S T W N O R T H B L V D O A K S T N M A I N S T O L D CI M A R R O N T R L R O N R D K IS E R L N G E R D E S R D G O T H IC D R F F S T L A U R A H T S J S T W SCENIC LAKE DR E L B E L R D GREAVES LN M A P L E D R F O U R T H S T E M O R N I N G S I D E D R L A Z A R P K W Y E A VI A TI O N B L V D O M A R D R H O M E S T E A D P K W Y I K E L N F A W N D R W B O R G F E L D R D B E Y E R P A T H W A V I A TI O N B L V D W I N N A V E F O R U M R D H S T W P L A N E L N SEA WILLOW DR C O Y L N S M AI N S T W A H L L N S S A N T A C L A R A R D T U R N I N G S T O N E N SEGUIN RD H O L L Y L N M A R IL Y N D R F S T E D E E R C R E E K B LV D I H 1 0 W A C C E S S R D R O C K E T L N O PIE L N A S T E L O O P 5 3 9 E T H O R N T O N L N R IV E R R D MAIN CIR N O R - T E X D R CIB O L O T R L H O L L E R I N G V I N E R U S C H L N C S T E S S E G U I N R D STEPHENS LN P AT S Y D R BALBOA DR S T A TI O N S T PHOENIX AVE A N T L E R D R F S T W H O Y A L N P E C A N D R S C H M U C K S R D CORONADO BLVD T H I R D S T W C R E S T W A Y R D T O W N C R E E K R D D U S T Y FIE L D S VOGES PASS M E A D O W L A R K H S T E C H E R R Y T R E E D R PARKLANDS W AY C O D Y L N G L O XI N I A D R VAGABO ND LN R A F B U R N E T T E D W L N B E L M O N T P K W Y K R U E G E R C A N Y O N 1 S T S T E HANOVER CV B S T D ST E B Y R D B L V D K IL D A R E DONALAN DR T R I- C O U N T Y P K W Y T O N K A W A P A S S V A L H A L L A A U T H O R IT Y L N COPPERGATE C A V A N S I L V E R W I N G S C E N IC HIL L L N WI NDS O CK L N F R I E S E N H A H N L N J O S H S W A Y M A R I G O L D W A Y C I R C L E O A K D R S T O R M K I N G 1 S T S T T RIP L E L L N S PERIMETER RD WILLOW DR CYPRESS PT B L A ZIN G S T A R T R L A B B E Y R D PARKVIEW DR H U B E R T U S R D R E G E N C Y R U N MARIETTA LN R I O L N C O R P O R A T E D R W I N B U R N A V E S C H N E I D E R L N W IL L O W V W F R O B O E S E L N B R I S C O R D A S H L E Y P A R K V A L L E Y VIE W D R W S C H A E F E R R D K I N G S W A Y J S T E B R O W A R D A V E M O R G A N R U N C A N O P Y B E N D S H O R T W E Y E L R D B E C K S T P E C O S P T F R IT Z W A Y IRONMILL CRK K N E U P P E R R D N E M E C L N F O U R T H S T W B R U SH TR AIL B EN D R E A L R O C K R D C O V E R S C V U L T R A LI G H T R D C A F F E Y R D R E D TI P D R H A R V E S T B E N D R U S TI C W IL L O W LIBERTY RD I S T E L O T U S P A R K T R IT O NE E V A N S R D P O S E Y P A S S G U A D A C O M A D R CATTLE CREEK LN A SIA G O U N N A M E D S T L O W E R V A L L E Y L N D R A Y T O N H A E C K E R FIE L D S V E R D E P K W Y L O S T M E A D O W S D R HINGE PATH B O R G F E L D R D N A C O G D O C H E S L O O P C R E S T O A K D R ROSE LN P V T S T A T E N G E L R D L O O P 5 3 9 W T R O Y L N J U S T I C E L N E A G L E V A L L E Y S T S U M A C L N J A S O N S W A Y F O U R O A K S L N S S O L M S R D D O B I E B L V D C I N C H O N A T R L B E L L N O R T H D R VIC T O RIA P T SCENIC DR C Y L A M E N W IL L O W B L F B R A H M A W A Y M I L L S T DAVIE LN S IL O S T ROYAL DR IV Y L N WATER W OOD DR B L U E B E L L D R M E S A V E R D E W IN K L E R T R L S A D D L E H O R N W A Y WOMAN HOLLERING RD IVY JADE S P R I N G T R E E B L F S A F A R I D R P I G A L L E Y B A T C A V E L O O P E A G L E D R D E N- O T T HIL L A S H W O O D R D OAK BLOOM B R O O K L I N E MILLER LN COPPER CV H A N A L N A N T H E M L N R A Y C O R B E T T D R T U R Q U O IS E T A T E S D R M O UNT OLY M PUS ANN DR IVY HORN LIE C K C V M I N E R A L S P G S C I B O L O L N TI M B E R S P G S J O N A S D R T R I P L E C R O W N C O L O N Y S E N N A HIL L S D R R E D IR O N E L M S T GAGE PARK M E S Q U IT E W O O D S B E N E K EIT H W A Y A V E N U E B O L D E M O S S P I N G W A Y HIC K O R Y B E N D PVT RD AT 5890 FM 1516 N C I T A D E L P E A K IH 35 N RAMP T E X A S V A L L E Y M E A D O W L N P R I C K L Y P E A R D R L U C K S I D E SHERRI DR C O V E T R L K O V E L N G R A N D V I S T A GAMBELS QUAIL B L U E S A G E L NOZUNA D R A L A M O P K W Y S I O U X C I R B E T H A N Y W A Y L A S C I M A S D R O A K R D G B R O O K V W S I L V E R B U C K L E M A X F LI D R S T O N E B R O O K D R SAHARA WOODS P E R SI A D R T E A K W O O D L N I S T W R E D O A K T R L A R R O Y O V E R D E C A T T L E R U N L I G U R I A D R L O O K O V E R B A Y S H A D O W Y D U S K A U T U M N H O L W C O L T T R A I L GULF ST T U M B L E B R O O K W I N D I N G T R L A M A R Y L LIS H A L LIE L O O P F A W N P A S S R I C H M O N D D R B RITE R D I R O L A D R H A L LIE VIE W S U N R I D G E D R M A Y F L O W E R R U S TI C A C R E S P IL O T P T L A N D M A R K O A K B R I C K E L L R D RHODE DR M C C O Y LN CONNELL POND H O P E L N K A Y L A L N C O LIN A W A Y F R E A D L N R O B E R T S T E V E N S A IL E R O N D R S TIL L B R O O K L N P E V E R O P A R K V A L L E Y D R P L A N T E R S P A S S IDAMARIE LENO WAY P I N S E E K E R L I A N A W I L L O W R U N PARRY PATH T A P W O O D L N SAVERNE WAY ORO VIEJO CT K A U R I C L I F F S C A N T E R B U R Y H IL L R A W E A V E G LE N C V P O R T R U S H L N H I D D E N K N O L L B A R T E N H EIM D R RUSTIC TRL P A T H F I N D E R M U S T A N G V A L L E Y K L EIN C IR N E W N I N G J U LI A N P T SENECA CRK LI N C O L N D R C A N D Y L N G R E E N S H I R E D R R H E A S T N O T TIN G S HIR E A U T U M N A R B O R TORONTO DR G I N S B E R G D R S A D D L E S P O K E C I B O L O XI N G B R I A R K N O L L M E D I A T O R R U N C I B O L O T O L L E R D T I F F A N Y L N SHAY PASS T H U R B E R D R A B E R C O R N Q U A K E R R D G H E A V E N L Y V W GAGE CONNELL IV Y D O V E R O T H A U D R A L A B A S T E R E L G I N P A R K J E S S E S C I R A S T W W E T Z R D F M 7 8 W W E T Z R D I H 1 0 E N M A I N S T I H 3 5 N K N E U P P E R R D S C H A E F E R R D O A K S T Y O U N G S F O R D R D S P E RI M E T E R R D E FM 1518 N PFEIL RD H A E C K E R V IL L E R D I H 1 0 W IH 35 S Schertz Planned and Existing Commericial Developments Comparison to Water CCN Service Area 0 10,0005,000 Feet 8/16/2022 Legend Schertz Water CCN Service Area Schertz City Limit ETJ Planned and Existing Commercial Properties Commercial Parcel Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220531_Commercial-WaterCCN.mxd . Attachment 8 APPENDIX 9 - WASTEWATER CCN SERVICE AREA & COMPREHENSIVE LAND USE PVT F M 4 8 2 C R E E K R D E P E R I M E T E R R D K O E H L E R R D W P E R I M E T E R R D G E R D E S R D G O L F R D W E S T O N R D S T O L T E R D F M 7 8 E ZUEHL RD B E Y E R P A T H F M 7 8 O PIE L N E L B E L R D L O O P 5 3 9 E N O R - T E X D R C O Y O T E R U N STEPHENS LN A P G L N BOENIG DR B U N K E R S T D E A N R D N A B B O T T R D O L D G R AYT O W N R D H O L M A N R D T RIP L E L L N S T A P P E R R D S C H N EI D E R L N F R O B O E S E L N F M 7 8 E A S T V O G ES P A SS O L D N A C O G D O C H E S R D PFANNSTIEL LN C A F F E Y R D F M 2 2 5 2 DAVIE LN F M 2 5 3 8 RETAMA PKWY W E I R R D S C H W A B R DABBEY RD D O E R R L N F A W N D R C A L E D R M IL L E R R D LAKE VIEW DR D O L L Y D R M A S K E R D L O O K O U T R D S C H M O E K E L R D O M A R D R FM 1103 G R E E N V A L L E Y R D P I P E S T O N E G I N R D T O L L E R D ARIZPE RD B O L T O N R D L O W E R S E G U I N R D K R IE W A L D L N Y O U N G S F O R D R D B A T C A V E R D W A R E - S E G U I N R D E L O O P 1 6 0 4 N FIF T H S T E SHAY PASS F M 7 8 W MID A S E F M 1 5 1 8 N W IE D N E R R D IH 35 N A C C E S S R D K IS E R L N FM 1516 N W A L D R D H A E C K E R VIL L E R D W E T Z R D T R A I N E R H A L E R D C O D Y L N PFEIL RD F M 3 0 0 9 N S A N T A C L A R A R D F F S T E EVANS RD W EIL R D I H 1 0 E A C C E S S R D K R U E G E R C A N Y O N S A F A R I D R C I N N A B A R C T E N G E L R D M A R I O N R D SCHOENTHAL RD C O U N T R Y L N E F M 1 5 1 8 N B U N K E R S T E LOOP 1604 N F M 2 5 3 8 E F M 1 5 1 8 N F M 7 8 F M 2 2 5 2 B O L T O N R D L O W E R S E G U I N R D W E T Z R D E F M 1 5 1 8 N B U N K E R S T N ABBOTT RD F M 7 8 E F M 2 2 5 2 FM 2538 F M 2 2 5 2 F M 1 1 0 3 IH 3 5 N A C C E S S R D FM 2538 A R IZ P E R D M A R I O N R D P F A N N S TIE L L N FM 78 F M 7 8 W S T O L T E R D F M 7 8 F M 4 8 2 W E IL R D F M 3 0 0 9 L O W E R S E G U I N R D F M 4 8 2 W EIL R D I H 1 0 E A C C E S S R D F M 2 2 5 2 F M 4 8 2 F M 3 0 0 9 FM 78 W A L D R D F M 4 8 2 W E IL R D F M 2 2 5 2 F M 1 1 0 3 E F M 1 5 1 8 N I H 1 0 E A C C E S S R D FM 482 F M 3 0 0 9 F M 3 0 0 9 H A EC K ER VILLE R D F M 2 2 5 2 F M 7 8 E PFEIL RD B O L T O N R D FM 482 F M 4 8 2 N A B B O T T R D F M 3 0 0 9 W E I R R D F M 4 8 2 W E T Z R D L O W E R S E G U I N R D FM 78 FM 482 D E A N R D FM 482 ZUEHL RD F M 7 8 W FM 78 W E I L R D FM 2538 FIF T H S T E E N G E L R D SCHOENTHAL RD I H 3 5 N A C C E S S R D F M 7 8 FM 482 F M 3 0 0 9 W EIL R D A R IZ P E R D T O L L E R D Y O U N G S F O R D R D F M 3 0 0 9 I H 1 0 E A C C E S S R D Legend ETJ Schertz City Limit Schertz Sewer CCN Service Area Schertz Sewer CCN Service Area Future Land Use Agricultural Conservation Air Installation Civic, Schools Commercial Industrial Mixed Use Multi-Family Residential Parks, Open Space Single Family Residential Transition SchertzCCN Sewer Service Area MapSupported Land Uses . Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220527_Schertz Sewer CCN Map.mxd 8/8/2022 0 10,0005,000 Feet Attachment 9 APPENDIX 10 - WATER CCN SERVICE AREA & COMPREHENSIVE LAND USE PVT F M 4 8 2 C R E E K R D E P E R I M E T E R R D K O E H L E R R D W P E R I M E T E R R D G E R D E S R D G O L F R D W E S T O N R D S T O L T E R D F M 7 8 E ZUEHL RD B E Y E R P A T H F M 7 8 O PIE L N E L B E L R D L O O P 5 3 9 E N O R -T E X D R C O Y O T E R U N STEPHENS LN BOENIG DR RETAMA PKWY B U N K E R S T D E A N R D N A B B O T T R D R A F B U R N E T T E T RIP L E L L N S T A P P E R R D S C H N EI D E R L N F R O B O E S E L N F M 7 8 E A S T O L D N A C O G D O C H E S R D PFANNSTIEL LN C A F F E Y R D F M 2 2 5 2 DAVIE LN W EI R R D S C H W A B R DABBEY RD D O E R R L N F A W N D R F M 2 5 3 8 C A L E D R M IL L E R R D LAKE VIEW DR D O L L Y D R M A S K E R D L O O K O U T R D S C H M O E K E L R D O M A R D R FM 1103 G R E E N V A L L E Y R D P I P E S T O N E G IN R D T O L L E R D ARIZPE RD B O L T O N R D L O W E R S E G U I N R D K R IE W A L D L N S M AIN S T Y O U N G S F O R D R D W A R E- S E G U I N R D E L O O P 1 6 0 4 N FIF T H S T E SHAY PASS F M 7 8 W MID A S E F M 1 5 1 8 N W I E D N E R R D IH 35 N A C C E S S R D K IS E R L N FM 1516 N W A L D R D H A E C K E R VIL L E R D W E T Z R D T R A I N E R H A L E R D C O D Y L N PFEIL RD F M 3 0 0 9 N S A N T A C L A R A R D F F S T W EIL R D I H 1 0 E A C C E S S R D S A F A R I D RCINNABAR C T E N G E L R D M A R I O N R D SCHOENTHAL RD C O U N T R Y L N T O L L E R D P F A N N S TIE L L N W E T Z R D S T O L T E R D E F M 1 5 1 8 N FM 78 F M 4 8 2 Y O U N G S F O R D R D F M 2 2 5 2 F M 4 8 2 W E IL R D E F M 1 5 1 8 N L O W E R S E G U I N R D E LOOP 1604 N F M 4 8 2 E FM 1518 N SCHOENTHAL RD FM 78 A R IZ P E R D L O W E R S E G U I N R D N ABBOTT RD W EIL R D I H 1 0 E A C C E S S R D FM 482FM 482 W E I R R D F M 3 0 0 9 F M 2 2 5 2 F M 2 2 5 2 I H 3 5 N A C C E S S R D F M 1 1 0 3 B O L T O N R D I H 1 0 E A C C E S S R D FM 482 E F M 1 5 1 8 N B U N K E R S T W E T Z R D PFEIL RD H A E C K ERVILLE R D F M 4 8 2 W E I L R D FM 78 H A E C K E R V IL L E R D ZUEHL RD F M 1 1 0 3 FM 2538 A R IZ P E R D F M 3 0 0 9 W EIL R D F M 7 8 W F M 2 2 5 2 N A B B O T T R D B U N K E R S T M A R I O N R D FIF T H S T E F M 4 8 2 F M 7 8 F M 3 0 0 9 D E A N R D I H 1 0 E A C C E S S R D F M 2 2 5 2 F M 3 0 0 9 FM 2538 F M 7 8 E IH 3 5 N A C C E S S R D F M 7 8 E F M 7 8 W W EIL R D B O L T O N R D L O W E R S E G U I N R D F M 4 8 2 F M 7 8 FM 2538 F M 3 0 0 9 FM 482 E N G E L R D F M 3 0 0 9 FM 482 F M 2 5 3 8 E F M 1 5 1 8 N F M 3 0 0 9 F M 2 2 5 2 PFEIL RD FM 78 Legend ETJ Schertz City Limit Schertz Water CCN Service Area Schertz Water CCN Service Area Future Land Use Agricultural Conservation Air Installation Civic, Schools Commercial Industrial Mixed Use Multi-Family Residential Parks, Open Space Single Family Residential Transition SchertzCCN Water Service Area MapSupported Land Uses . Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\Land Use Assumptions\20220527 Exhibits\20220527_Schertz Water CCN Map.mxd 0 10,0005,000 Feet 8/8/2022 Attachment 10 APPENDIX 11 - NEAR TERM WATER CIP MAP NEAR TERM WATER CIP MAP APPENDIX 12 - 2030 FIRE FLOW ANALYSIS LOCATIONS FIRE FLOW ANALYSIS LOCATIONS APPENDIX 13 - 2030 WATER CIP MAP 2030 WATER CIP MAP APPENDIX 14 - 2050 FIRE FLOW ANALYSIS LOCATIONS 2050 FIRE FLOW ANALYSIS LOCATIONS APPENDIX 15 - 2050 WATER CIP MAP 2050 WATER CIP MAP APPENDIX 16 - FLOW METER, METER BASIN, & RAIN GAUGE LOCATION MAP ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ")")") ") ") ") ") ") ") ") ") ") ") ") ") ÔÕ ÔÕ ÔÕ ÔÕ ÔÕ ÔÕ ! ! ! ! ! ! ! ! !! ! ^_ ^_ ^_ ^_ ^_ ^_ ^_^_ ^_^_ ^_ ^_ ^_ ^_ ^_ FM01 FM04 FM02 FM03 FM12 FM14FM06 FM05FM13 FM08 FM09 FM07 FM15 FM10 FM11 RG01 RG02 RG06 RG05 RG04 RG03 Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_1_RainGauge_FlowMeterBasins.mxd Attachment 1 Flow Meter, Meter Basin, and Rain Gauge Location 8/22/2022 . 0 21Miles Legend ^_Flow Meter ÔÕ Rain Gauge ")LiftStations !Outfalls Force Main Gravity Main CCMA Schertz Flow Meter Basins BasinID FM01 FM02 FM03 FM04 FM05 FM06 FM07 FM08 FM09 FM10 FM11 FM12 FM13 FM14 FM15 8/26/2022 APPENDIX 17 - DRY WEATHER CALIBRATION GRAPHS APPENDIX 18 - WET WEATHER CALIBRATION GRAPHS APPENDIX 19 - EXISTING SYSTEM EVALUATION RESULTS, SURCHARGE, & SSO LOCATION MAPS ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ") ")")") ") ") ") ") ") ") ") ") ") ") ") ") ! ! ! ! ! ! ! ! !! ! Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_2-A_Surcharge_and_SSO.mxd Existing System Evaluation Results - Surcharge and SSO Locations 8/22/2022 . 0 21Miles Legend SSO ")LiftStations !Outfalls Force Main Hydraulic Condition Not Surcharged Surcharged Attachment 4 4.A 4.B 4.C 4.D 4.E Surcharged lines highlighted in GREEN are owned by the City 8/26/2022 ") ") ") ") ") ") ") ") ") ") ") ! Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_2-A_Surcharge_and_SSO.mxd Existing System Evaluation Results - Surcharge and SSO Locations 8/22/2022 . 0 0.550.275 Miles Legend SSO ")LiftStations !Outfalls Force Main Hydraulic Condition Not Surcharged Surcharged Attachment 4.A Surcharged lines highlighted in GREEN are owned by the City 8/26/2022 Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_2-A_Surcharge_and_SSO.mxd Existing System Evaluation Results - Surcharge and SSO Locations 8/22/2022 . 0 0.20.1 Miles Legend SSO ")LiftStations !Outfalls Force Main Hydraulic Condition Not Surcharged Surcharged Attachment 4.B Surcharged lines highlighted in GREEN are owned by the City 8/26/2022 Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_2-A_Surcharge_and_SSO.mxd Existing System Evaluation Results - Surcharge and SSO Locations 8/22/2022 . 0 0.10.05 Miles Legend SSO ")LiftStations !Outfalls Force Main Hydraulic Condition Not Surcharged Surcharged Attachment 4.C Surcharged lines highlighted in GREEN are owned by the City 8/26/2022 ") Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_2-A_Surcharge_and_SSO.mxd Existing System Evaluation Results - Surcharge and SSO Locations 8/22/2022 . 0 0.30.15 Miles Legend SSO ")LiftStations !Outfalls Force Main Hydraulic Condition Not Surcharged Surcharged Attachment 4.D Surcharged lines highlighted in GREEN are owned by the City 8/26/2022 ") Document Path: N:\120\120-11816-012\9-0-Data-GIS-Modeling\9-01-GIS\7-Working\WW\Attachment_2-A_Surcharge_and_SSO.mxd Existing System Evaluation Results - Surcharge and SSO Locations 8/22/2022 . 0 0.10.05 Miles Legend SSO ")LiftStations !Outfalls Force Main Hydraulic Condition Not Surcharged Surcharged Attachment 4.E Surcharged lines highlighted in GREEN are owned by the City 8/26/2022 APPENDIX 20 - NEAR TERM WASTEWATER GROWTH & SYSTEM IMPROVEMENT PROJECTS NEAR TERM WASTE WATER GROWTH & SYSTEM IMPROVEMENT PROJECTS APPENDIX 21 - 2030 WASTEWATER SYSTEM GROWTH PROJECTS 2030 WASTE WATER SYSTEM GROWTH PROJECTS APPENDIX 22 - MAX DEPTH TO DIAMETER WITH 2030 DRY WEATHER FLOWS Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö # # # # # ## # # # Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NR Can, Esri Japan, METI, Esri China(Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserCommunity Lege nd #Outfall Ö Lift Station Force Main SARA's System Lines Sewer C CN Boundary City L imits / E TJ Max (d/D) 0 - 0.25 0.25 - 0.50 0.50 - 0.75 0.75 - 1.00 MAX DEPTH-TO-DIAMETER (d/D) WITH 2030 DRY WEATHER FLOW /0 1.5 30.75 Miles MAX DEPTH-DIAMETER (d/D) WITH 2030 DRY WEATHER FLOW APPENDIX 23 - SANITARY SEWER OVERFLOWS WITH 2030 WET WEATHER FLOWS Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö # # # # # ## # # # Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NR Can, Esri Japan, METI, Esri China(Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserCommunity Lege nd SSO #Outfall Ö Lift Station Force Main Sewer C CN Boundary City L imits / E TJ Gravity Line Gravity Line 2030 New Growth CIP SARA's System Lines SANITARY SEWER OVERFLOWS (SSO) WITH 2030 WET WEATHER FLOWS /0 1.5 30.75 Miles SANITARY SEWER OVERFLOWS (SSO) WITH 2030 WET WEATHER FLOWS APPENDIX 24 - 2030 WASTEWATER SYSTEM IMPROVEMENT PROJECTS 2030 WASTE WATER SYSTEM IMPROVEMENT PROJECTS APPENDIX 25 - 2050 WASTEWATER SYSTEM GROWTH PROJECTS 2050 2050 WASTE WATER SYSTEM GROWTH PROJECTS APPENDIX 26 - MAX DEPTH TO DIAMETER WITH 2050 DRY WEATHER FLOWS Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö Ö # # # # # ## # # # # Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NR Can, Esri Japan, METI, Esri China(Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS UserCommunity Lege nd #Outfall Ö Lift Station Force Main Sewer C CN Boundary City L imits / E TJ SARA's System Lines Max (d/D) 0 - 0.25 0.25 - 0.50 0.50 - 0.75 0.75 - 1.00 MAX DEPTH-TO-DIAMETER (d/D) WITH 2050 DRY WEATHER FLOW /0 1.5 30.75 Miles MAX DEPTH-TO-DIAMETER (d/D) WITH 2050 DRY WEATHER FLOW APPENDIX 27 - 2050 WASTEWATER SYSTEM IMPROVEMENT PROJECTS 2050 WASTE WATER SYSTEM IMPROVEMENT PROJECTS APPENDIX 28 - INFLATION RATE CALCULATION SOURCES Year San Antonio Index Difference 2024 249.7 -4.7 2023 254.4 21 2022 233.4 33.9 2021 199.5 4 2020 195.5 11 2019 184.5 3.5 2018 181 5.5 2017 175.5 2.4 2016 173.1 1.3 2015 171.8 2.3 2014 169.5 5.2 2013 164.3 3.6 2012 160.7 8.1 2011 152.6 4.7 2010 147.9 26.6 2005 121.3 21.9 2000 99.4 1.4 1999 98 3.2 1998 94.8 1.4 1997 93.4 4.5 1995 88.9 8.2 1990 80.7 6.8 1985 73.9 18.9 1980 55 - Time Frame Total Inflation Rate Yearly Inflation Rate 2020 to 2024 128%6.31% 2010 to 2024 169%3.81% 2000 to 2024 251%3.91% 1990 to 2024 309%3.38% 1980 to 2024 454%3.50% RSMeans Historical Inflation Indexes Year National Index Difference 2023 Q4 182.5 0.1 2023 Q3 182.4 0.4 2023 Q2 182 2.3 2023 Q1 179.7 1.1 2022 178.6 11.2 2021 167.4 29.6 2020 137.8 2.8 2019 135 4.2 2018 130.8 8.5 2017 122.3 4.8 2016 117.5 3.6 2015 113.9 3 2014 110.9 3.6 2013 107.3 3.7 2012 103.6 2.6 2011 101 4.6 2010 96.4 2.6 2009 93.8 - Time Frame Total Inflation Rate Yearly Inflation Rate 2020 to 2023 132%9.65% 2010 to 2023 188%5.93% Mortenson Historical Inflation Indexes (Base 2009) Year Average Index Difference 2023 1373 78 2022 1295 96 2021 1199 22 2020 1177 21 2019 1156 60 2018 1096 58 2017 1038 49 2016 989 46 2015 943 41 2014 902 38 2013 864 34 2012 830 18 2011 812 13 2010 799 -33 2009 832 -76 2008 908 54 2007 854 61 2006 793 76 2005 717 62 2004 655 34 2003 621 2 2002 619 6 2001 613 18 2000 595 25 1999 570 21 1998 549 24 2010-1996 rates are stored online and can be provided if desired 1997 525 20 1996 505 - Time Frame Total Inflation Rate Yearly Inflation Rate 2020 to 2023 117%5.27% 2010 to 2023 172%4.25% 2000 to 2023 231%3.70% 1996 to 2024 272%3.77% Turner Historical Inflation Indexes APPENDIX 29 - CIP PROJECTS COST ESTIMATES Project Number Project Name Total Project Cost 2020-2030 Growth Utilization Impact Fee Eligible Portion NT-W1**Bubbling Springs 6" WL Replacement $763,000 27%$206,715 NT-W2 Corbett Pump Station & 3.0 MG GST $8,600,000 0%$0 NT-W3 Ware Seguin Pump Station Operational Improvement $175,000 0%$0 NT-W4 12" WL from Ware Seguin to Lower Seguin $1,538,000 0%$0 NT-W5 Fred Couples to Schwab $455,556 0%$0 NT-W6 Schwab to Eckhardt $1,600,000 0%$0 NT-W7**Graytown to Pfeil $1,550,000 69%$1,077,040 NT-W8**FM 78 Water Line Replacement $875,000 22%$194,778 NT-W9**Moonlight Meadow Dr & Lost Meadow Dr WL Replacement $3,000,000 0%$0 NT-W10**Robinhood Way WL Replacement $4,650,000 0%$0 $23,206,556 -$1,478,532 2030-W1 12" WL from Tri-County Extension to Cibolo Valley Drive $4,788,000 100%$4,788,000 2030-W2 Raf Burnette Rd 12" WL Improvements $1,438,000 89%$1,272,934 2030-W3 8" WL from Ray Corbett Dr to Lower Seguin Rd $3,688,000 97%$3,569,245 2030-W4**Trainer Hale Rd 2" WL Replacement & 8" WL Improvement $9,850,000 93%$9,192,317 2030-W5**Boenig Dr S 6" WL Replacement & 8" WL Improvement $6,388,000 69%$4,411,757 2030-W6 Live Oak to IH-35 24" Transmission Main $32,075,000 100%$32,075,000 2030-W7 Ware Seguin Pump Station Expansion Phase 1 $5,213,000 33%$1,737,667 2030-W8 IH-10 8" WL Improvements $6,063,000 100%$6,063,000 $69,503,000 -$63,109,920 2030-W9 PRV Installation for Proposed Southwest Pressure Plane $413,000.0 0%$0 2030-W10**River Rd 6" WL Replacement $2,325,000 58%$1,354,926 $2,738,000 -$1,354,926 $72,241,000 -$64,464,846 2050-W1 Corbett Pump Station Expansion $1,663,000 2050-W2 FM 2252 8" WL Improvements $8,800,000 2050-W3 Ware Seguin Pump Station Expansion Phase 2 $2,725,000 2050-W4 Beck St 6" WL Replacement $5,288,000 2050-W5 Raf Burnette Rd 8" WL Improvements $4,438,000 2050-W6 IH-35 Pump Station & 3.0 MG GST $42,188,000 2050-W7 IH-10 & FM 1518 8" WL Improvements $3,075,000 $68,177,000 2050-W8 Lower Seguin Rd 8" WL Replacement $4,775,000 $4,775,000 $72,952,000 $168,399,556 $65,943,379 ** - Indicates that there are both growth & system improvement components to the project. System Improvement Projects System Improvement Projects 2050 Growth Subtotal: Proposed 2050 CIP Growth Projects 2050 CIP Projects are not included in this impact fee total. 2050 System Improvement Projects Subtotal: 2050 TOTAL: WATER CIP TOTAL: 2030 TOTAL: 2030 Growth Subtotal: 2030 System Improvement Projects Subtotal: City of Schertz 2024 Impact Fee Update Water CIP Estimate of Probable Cost Summary Proposed 2030 CIP Growth Projects NEAR TERM TOTAL: Near Term CIP System Improvement Projects Project Number Project Name Total Project Cost 2020-2030 Growth Utilization Impact Fee Eligible Portion NT-S1 Town Creek Phase IV 24" - Section 1 $6,875,000 21%$1,440,972 NT-S2 Town Creek Phase IV 12" - Section 2 $2,925,000 0%$0 NT-S3 Town Creek Phase V 24"$10,425,000 23%$2,378,763 NT-S4**Upsize Lookout Line $3,838,000 20%$771,788 NT-S5**Upsize Tri County Line $2,084,800 25%$526,887 NT-S6 Cibolo West Main $16,213,000 83%$13,523,463 NT-S7 Woman Hollering Creek Lift Station, Gravity Lines, and Force Main $3,400,000 74%$2,517,091 $45,760,800 -$21,158,965 NT SI-1 Decommission Tri County Lift Station $88,000 0%$0 NT SI-2 Decommission Corbett Lift Station $1,500,000 0%$0 NT SI-3 Decommission Sedona Lift Station & Woman Hollering Creek WWTP $175,000 0%$0 $1,763,000 -$0 $47,523,800 -$21,158,965 2030-S1 Hope Lane 8" Gravity Line $2,025,000 67%$1,359,153 2030-S2 Old Wiederstein Road 8"$1,338,000 5%$68,849 2030-S3 Union Pacific Railroad 8" - Section 1 $2,563,000 10%$249,210 2030-S4 Union Pacific Railroad 8" - Section 2 $400,000 12%$47,722 2030-S5 Wiederstein Road 8"$1,663,000 83%$1,372,188 2030-S6 Schaefer Road 8" - Section 1 $4,913,000 33%$1,613,509 2030-S7 Schaefer Road 8" - Section 2 $1,938,000 100%$1,938,000 2030-S8 Aranda 8"$475,000 100%$475,000 2030-S9 Weir Road 10"$2,525,000 100%$2,522,465 2030-S10 Trainer Hale Road 10"$1,038,000 100%$1,034,756 2030-S11 Ware Seguin Road 8"$3,113,000 97%$3,012,264 2030-S12 FM 1518 8"$400,000 40%$160,000 2030-S13 I-10 8" - Section 1 $2,713,000 99%$2,677,145 2030-S14 Boenig Drive 8"$2,963,000 29%$849,531 2030-S15 N Greytown Road 8"$1,275,000 52%$661,379 $29,342,000 -$18,041,171 2030 SI-1**Friesenhahn West Line WW Upsize $8,175,000 22%$1,833,143 2030 SI-2**Fairlawn WW Upsize $1,375,000 9%$121,579 2030 SI-3**Cibolo Crossing WW Line Upsize $1,288,000 4%$46,406 2030 SI-4**Woodland Oak Drive Replacements $338,000 4%$13,741 2030 SI-5**Old Wiederstein WW Upsize $5,050,000 61%$3,099,614 2030 SI-6**Northcliffe Lift Station Upgrade $7,838,000 5%$392,686 2030 SI-7 Decommission Belmont Park Lift Station $463,000 0%$0 $24,527,000 -$5,507,169 $53,869,000 -$23,548,341 2050-S1 I-35 N 8"$9,088,000 2050-S2 Friesenhahn Lane 8"$6,500,000 2050-S3 Schaefer Road 8" - Section 3 $5,713,000 2050-S4 Corbett JH 8"$2,888,000 2050-S5 Lower Seguin Road 8"$1,338,000 2050-S6 I-10 8" - Section 2 $3,338,000 $28,865,000 2050 SI-1 Cypress Point Lift Station Upgrade $1,463,000 2050 SI-2 Decommission Schertz Parkway Lift Station $238,000 2050 SI-3 Decommission Park Lift Station $3,663,000 2050 SI-4 Decommission Cover's Cove Lift Station $238,000 $5,602,000 $34,467,000 $135,859,800 $44,707,306 ** - Indicates that there are both growth & system improvement components to the project. Near Term CIP Growth Projects System Improvement Projects 2030 TOTAL: 2050 Growth Subtotal: 2050 System Improvement Projects Subtotal: NEAR TERM TOTAL: Near Term Growth Subtotal: Near Term System Improvement Projects Subtotal: 2050 TOTAL: WASTE WATER CIP TOTAL: System Improvement Projects 2050 CIP projects are not eligible to be included in the impact fee total. Proposed 2050 CIP Growth Projects 2030 Growth Subtotal: 2030 System Improvement Projects Subtotal: City of Schertz 2024 Impact Fee Update Waste Water CIP Estimate of Probable Cost Summary System Improvement Projects Proposed 2030 CIP Growth Projects City of Schertz 2024 Impact Fee Update CCMA System Improvement Projects - Estimate of Probable Cost Summary Project Number Project Name Project Cost 2030 C-1 Roy Richard Drive Replacements $1,588,000 2030 C-2 Valencia Lane Replacements $2,288,000 2030 C-3 Savannah Drive Replacements $12,425,000 2030 C-4 Build Out Project 25 - 36" Schertz Line $12,950,000 $29,251,000CCMA System Improvement Projects Total: CCMA System Improvement Projects Proposed 2030 CIP NEAR TERM WATER CIP PROJECTS Justification: 1 LF 1,320 135$ 179,000$ 2 EA 3 7,000$ 21,000$ 3 EA 3 8,500$ 26,000$ 4 EA 27 2,100$ $56,700 4 LF 660 196$ 130,000$ 5 LS 1 8,000$ 8,000$ 6 LS 1 25,000$ 25,000$ 446,000$ $23,000 $134,000 $610,000 $153,000 $763,000 TOTAL CONSTRUCTION System Improvement ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY Service & System Connections SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: Near Term Project Name:Bubbling Springs 6" WL Replacement Project Number:NT-W1** Project Category:Water CIP Type: Project Location: City identified CIP.Replace leaking 6" from River Rd to just south of Cibolo Creek along Bubbling Springs with 12", approximately 1,320 LF. Project Description: UNIT COST TOTAL PS&E & CONSTRUCTION MANAGEMENT (25%) ESTIMATE TOTAL PROJECT COST 12" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control 1 LS 1 8,600,000$ 8,600,000$ 8,600,000$ Project Category:Water Phase: Near TermCIP Type:System Improvement TOTAL Project Location: Project Description: Justification: Corbett Pump Station (2,000 gpm, 183 TDH firm capacity) and 3.0 MG GST. Per “Corbett 3.0 MG GST Project” Preliminary Engineering Report (2021), construction is currently underway. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY 2,000 gpm Pump Station & 3.0 MG GST ESTIMATE TOTAL PROJECT COST UNIT COST Capital Improvement Plan Estimate of Probable Cost Project Name:Corbett Pump Station & 3.0 MG GST Date: August 2024 Project Number:NT-W2 1 LS 1 100,000$ 100,000$ 100,000$ $5,000 $30,000 $140,000 $35,000 $175,000 Controls ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) UNIT COST Project Category:Water Phase: Near TermCIP Type:System Improvement TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Ware Seguin Pump Station Operational Improvement Date: August 2024Project Number:NT-W3 Project Description: Justification: Control improvements at Ware Seguin Pump Station to be per GST level rather than a timer. Potentially zero cost project to improve pump station performance in this service area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY 1 LF 5,150 135$ $696,000 2 EA 11 7,000$ $77,000 3 EA 11 8,500$ $93,500 4 LS 1 15,000$ $15,000 5 LS 1 25,000$ $25,000 907,000$ $46,000 $273,000 $1,230,000 $308,000 $1,538,000 SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Project Description: 12" Water Line Gate Valve Fire Hydrant Traffic Control Capital Improvement Plan Estimate of Probable Cost Project Name:12" WL from Ware Seguin to Lower Seguin Date: August 2024Project Number:NT-W4 Project Location: Project Category:Water Phase: Near TermCIP Type:Growth Justification: Approximately 5,150 LF of 12" from Ware Seguin to Lower Seguin in open field. Currently in design. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL $455,555.79 Justification: Approximately 2,270 LF of 12" from Fred Couples to Schwab. Total cost shown is portion paid for by the City. Currently under construction. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Fred Couples to Schwab Date: August 2024Project Number:NT-W5 Project Category:Water Phase: Near TermCIP Type:Growth Project Description: ESTIMATE TOTAL PROJECT COST 1 LF 5,400 135$ $729,000 2 EA 11 7,000$ $77,000 3 EA 11 8,500$ $93,500 *LS 1 16,000$ $16,000 6 LS 1 25,000$ $25,000 941,000$ $48,000 $283,000 $1,280,000 $320,000 $1,600,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 12" Water Line Gate Valve Fire Hydrant Traffic Control Justification: Approximately 5,400 LF of 12" from Schwab to Eckhardt. Currently in design. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Schwab to Eckhardt Date: August 2024Project Number:NT-W6 Project Category:Water Phase: Near TermCIP Type:Growth SWPPP Project Description: Justification: 1 LF 5,200 135$ $702,000 2 EA 11 7,000$ $77,000 3 EA 11 8,500$ $93,500 4 LS 1 15,000$ $15,000 5 LS 1 25,000$ $25,000 913,000$ $46,000 $274,000 $1,240,000 $310,000 $1,550,000 TOTAL Currently in design. ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) CIP Type:System Improvement SWPPP 12" Water Line Gate Valve Fire Hydrant Traffic Control Approximately 5,200 LF of 12" along IH-10 from N. Graytown Rd to Pfeil Rd. Project Description: ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST Project Location: Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: Near Term Project Name:Graytown to Pfeil Project Number:NT-W7** Project Category:Water Justification: 1 LF 2,300 135$ $310,500 2 EA 5 7,000$ $35,000 3 EA 5 8,500$ $42,500 4 EA 46 2,100$ $96,600 5 LS 1 8,000$ $8,000 6 LS 1 25,000$ $25,000 518,000$ $26,000 $156,000 $700,000 $175,000 $875,000 Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Fire Hydrant Traffic Control Service & System Connections 12" Water Line Gate Valve ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Project Category:Water CIP Type:System Improvement Phase: Near Term ESTIMATE TOTAL PROJECT COST SUBTOTAL TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) CONTINGENCY (30%) Needed for fire flow. Project Description: Upsize existing 8"/10" to 12" along FM 78 from east of Bubbling Springs Rd to end of dead-end line, approximately 2,300 LF. SWPPP Project Number:NT-W8** MOBILIZATION (5%) Project Name:FM 78 Water Line Replacement Justification: 1 LF 4,970 85$ $423,000 2 EA 10 7,000$ $70,000 3 EA 10 8,500$ $85,000 4 EA 100 2,100$ $210,000 5 LF 4,970 190$ $945,000 6 LS 1 15,000$ $15,000 7 LS 1 25,000$ $25,000 1,773,000$ $89,000 $532,000 $2,400,000 $600,000 $3,000,000 Moonlight Meadow Dr & Lost Meadow Dr WL Replacement SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) UNIT COST TOTAL Needed for fire flow. Project Description: Upsize existing 4" to 8" along Moonlight Meadow Dr and Lost Meadows Dr north of Schaefer Rd, approximately 4,970 LF. Surface Replacement Traffic Control Service & System Connections ITEM NO. ITEM DESCRIPTION CIP Type:System Improvement 8" Water Line Gate Valve Fire Hydrant UNIT ESTIMATED QUANTITY Project Location: Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: Near Term Project Name: Project Number:NT-W9** Project Category:Water Justification: 1 LF 6,670 135$ $901,000 2 EA 14 7,000$ $98,000 3 EA 14 8,500$ $119,000 4 EA 134 2,100$ $281,400 5 LF 6,670 196$ $1,307,320 6 LS 1 19,000$ $19,000 7 LS 1 25,000$ $25,000 $2,751,000 $138,000 $826,000 $3,720,000 $930,000 $4,650,000 SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Gate Valve Fire Hydrant Surface Replacement Traffic Control Service & System Connections CIP Type:System Improvement 12" Water Line ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Needed for fire flow. Project Description: Upsize existing 8" to 12" along Robin Hood Way, approximately 6,670 LF. Project Location: Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: Near Term Project Name:Robinhood Way WL Replacement Project Number:NT-W10** Project Category:Water 2030 WATER CIP PROJECTS 1 LF 6,060 170$ $1,030,200 2 EA 13 8,900$ $115,700 3 EA 13 10,700$ $139,100 4 LF 6,060 247$ $1,496,000 5 LS 1 22,000$ $22,000 6 LS 1 32,000$ $32,000 $2,835,000 $142,000 $851,000 $3,830,000 $958,000 $4,788,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 12" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: New 12" loop east of FM 3009, north of IH-35 (approximately 6,060 LF). Supplies new service area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:12" WL from Tri-County Extension to Cibolo Valley Drive Date: August 2024Project Number:2030-W1 Project Category:Water Phase: 2030CIP Type:Growth SWPPP Project Description: 1 LF 1,750 170$ $297,500 2 EA 4 8,900$ $35,600 3 EA 4 10,700$ $42,800 4 LF 1,750 247$ $432,000 5 LS 1 7,000$ $7,000 6 LS 1 32,000$ $32,000 $847,000 $43,000 $255,000 $1,150,000 $288,000 $1,438,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 12" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: Approximately 1,750 LF of 12" along Raf Burnette east of Authority Ln. Supplies new service area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Raf Burnette Rd 12" WL Improvements Date: August 2024Project Number:2030-W2 Project Category:Water Phase: 2030CIP Type:Growth SWPPP Project Description: 1 LF 5,590 110$ $614,900 2 EA 12 3,800$ $45,600 3 EA 12 10,700$ $128,400 4 LF 5,590 239$ $1,337,000 5 LS 1 20,000$ $20,000 6 LS 1 32,000$ $32,000 $2,178,000 $109,000 $654,000 $2,950,000 $738,000 $3,688,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: New 8" loop north of Lower Seguin Rd, east of Ray Corbett Dr (approximately 5,590 LF). Supplies new service area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:8" WL from Ray Corbett Dr to Lower Seguin Rd Date: August 2024Project Number:2030-W3 Project Category:Water Phase: 2030CIP Type:Growth SWPPP Project Description: Justification: 1 LF 2,960 170$ $503,200 2 LF 9,650 110$ $1,061,500 3 EA 6 8,900$ $53,400 4 EA 20 3,800$ $76,000 5 EA 26 10,700$ $278,200 6 EA 253 2,650$ $670,450 7 LF 12,610 247$ $3,112,000 8 LS 1 46,000$ $46,000 9 LS 1 32,000$ $32,000 $5,833,000 $292,000 $1,750,000 $7,880,000 $1,970,000 $9,850,000ESTIMATE TOTAL PROJECT COST SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 12" Water Line 8" Water Line 12" Gate Valve Service & System Connections Traffic Control Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: 2030 Project Name: Project Number:2030-W4** Project Category:Water CIP Type:Growth Trainer Hale Rd 2" WL Replacement & 8" WL Improvement Upgrades distribution system to current min. pipe size (8") to supply new service area. Project Description: Upsize approximately 2,960 LF of 2" to 12" along Trainer Hale Rd east of FM 1518; and 9,650 LF of new 8" loop north of Trainer Hale Rd, east of FM 1518. Project Location: Fire Hydrant Surface Replacement 8" Gate Valve ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Justification: 1 LF 8,600 110$ $946,000 2 EA 18 3,800$ $68,400 3 EA 18 10,700$ $192,600 4 EA 172 2,650$ $455,800 5 LF 8,600 239$ $2,057,000 6 LS 1 31,000$ $31,000 7 LS 1 32,000$ $32,000 $3,783,000 $190,000 $1,135,000 $5,110,000 $1,278,000 $6,388,000 Boenig Dr S 6" WL Replacement & 8" WL Improvement SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) UNIT COST TOTAL Needed to meet growth in area and provide fire flow. Project Description: Upsize approximately 5,300 LF of 6" to 8" along Boenig Dr south of N Graytown Rd, and 3,300 LF new 8" along future Binz-Engleman Rd. Surface Replacement Traffic Control Service & System Connections ITEM NO. ITEM DESCRIPTION CIP Type:Growth 8" Water Line Gate Valve Fire Hydrant UNIT ESTIMATED QUANTITY Project Location: Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: 2030 Project Name: Project Number:2030-W5** Project Category:Water 1 LF 20,000 570$ $11,400,000 2 EA 40 25,700$ $1,028,000 3 EA 40 10,700$ $428,000 4 EA 16 17,700$ $283,200 5 EA 16 23,200$ $371,200 6 LF 20,000 269$ $5,388,000 7 LS 1 72,000$ $72,000 8 LS 1 32,000$ $32,000 $19,003,000 $951,000 $5,701,000 $25,660,000 $6,415,000 $32,075,000 SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Project Description: Justification: Live Oak to IH-35 24" transmission line (approximately 20,000 LF). In progress, pending easement acquisition. Needed to meet growth and provide redundancy. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Fire Hydrant Surface Replacement Traffic Control ARV (1") CAV (3") Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Live Oak to IH-35 24" Transmission Main Date: August 2024 Project Number:2030-W6 Project Category:Water Phase: 2030CIP Type:Growth 24" Water Line Gate Valve 1 LS 1 2,518,000$ $2,518,000 2 EA 2 189,000$ $378,000 3 EA 1 126,000$ $126,000 4 LS 1 63,000$ $63,000 $3,085,000 $155,000 $926,000 $4,170,000 $1,043,000 $5,213,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Capital Improvement Plan Estimate of Probable Cost Project Name:Ware Seguin Pump Station Expansion Phase 1 Date: August 2024Project Number:2030-W7 Project Location: Phase: 2030CIP Type:Growth 1,000 GPM GW Well 1,000 GPM Pump for PS VFD Yard Piping & Other Appurtenances Project Category:Water Project Description: Justification: Ware Seguin Pump Station Improvements Phase 1 - Expand Ware Seguin to firm pumping capacity of 1,000 gpm, 105 TDH; and new groundwater well to provide supply to Ware Seguin. Needed to meet new growth in Ware Seguin area. ITEM NO. 1 LF 4,300 230$ $991,000 2 EA 9 8,200$ $73,800 3 EA 9 23,100$ $207,900 4 LF 4,300 515$ $2,215,000 5 LS 1 34,000$ $34,000 6 LS 1 68,000$ $68,000 $3,590,000 $180,000 $1,077,000 $4,850,000 $1,213,000 $6,063,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: 4,300 LF of new 8" along IH-10 and Scenic Lake Dr. Needed to meet growth in area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:IH-10 8" WL Improvements Date: August 2024Project Number:2030-W8 Project Category:Water Phase: 2030CIP Type:Growth SWPPP Project Description: 1 EA 2 70,000$ $140,000 2 EA 1 80,000$ $80,000 3 LS 1 19,000$ $19,000 $239,000 $12,000 $72,000 $330,000 $83,000 $413,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" PRV Connection/Operations Expenses Justification: 3 new PRVs (2-6", 1-8") to create new pressure zone in southwest part of system. Avoids high pressures and improves performance of Ware Seguin Pump Station. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:PRV Installation for Proposed Southwest Pressure Plane Date: August 2024Project Number:2030-W9 Project Category:Water Phase: 2030CIP Type:System Improvement Project Description: 6" PRV 1 LF 2,590 170$ $440,300 2 EA 6 8,900$ $53,400 3 EA 6 10,700$ $64,200 4 EA 52 2,650$ $137,800 5 LF 2,590 247$ $639,000 6 LS 1 10,000$ $10,000 7 LS 1 32,000$ $32,000 $1,377,000 $69,000 $414,000 $1,860,000 $465,000 $2,325,000 SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Justification: Upsize 2,590 LF of ex. 6" to 12" along River Rd from FM 78 to Bubbling Springs Rd to remove bottleneck. Removes system bottleneck. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Fire Hydrant Surface Replacement Traffic Control Service & System Connections Project Description: Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:River Rd 6" WL Replacement Date: August 2024Project Number:2030-W10** Project Category:Water Phase: 2030CIP Type:System Improvement 12" Water Line Gate Valve 2050 WATER CIP PROJECTS  1 EA 1 543,000$     $543,000 2 EA 1 272,000$     $272,000 3 LS 1 163,000$     $163,000 $978,000 $49,000 $294,000 $1,330,000 $333,000 $1,663,000 Project Description: Justification: Corbett Pump Station Expansion - Expand Corbett to 4,000 gpm, 183 TDH firm capacity. Prevents low pressures throughout southern part of system. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: 2050CIP Type:System Improvement 2,000 GPM Pump VFD Yard Piping & Other Appurtenances Project Category:Water Phase: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Capital Improvement Plan Estimate of Probable Cost Project Name:Corbett Pump Station Expansion Date: August 2024Project Number:2050-W1 1 LF 6,290 230$ $1,450,000 2 EA 13 8,200$ $106,600 3 EA 13 23,100$ $300,300 4 LF 6,290 515$ $3,240,000 5 LS 1 49,000$ $49,000 6 LS 1 68,000$ $68,000 $5,214,000 $261,000 $1,565,000 $7,040,000 $1,760,000 $8,800,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: Approximately 6,290 LF of 8" along FM 2252 and new loop. Supplies new service area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:FM 2252 8" WL Improvements Date: August 2024Project Number:2050-W2 Project Category:Water Phase: 2050CIP Type:System Improvement SWPPP Project Description: 1 EA 2 461,000$ $922,000 2 EA 2 272,000$ $544,000 3 LS 1 147,000$ $147,000 $1,613,000 $81,000 $484,000 $2,180,000 $545,000 $2,725,000 Project Description: Justification: Ware Seguin Pump Station Improvements Phase 2 - Expand Ware Seguin to 1,200 gpm, 123 TDH firm capacity. Prevents low pressures in Ware Seguin area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: 2050CIP Type:System Improvement 1,200 GPM Pump VFD Yard Piping & Other Appurtenances Project Category:Water Phase: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Capital Improvement Plan Estimate of Probable Cost Project Name:Ware Seguin Pump Station Expansion Phase 2 Date: August 2024Project Number:2050-W3 1 LF 3,270 230$ $754,000 2 EA 7 8,200$ $57,400 3 EA 7 23,100$ $161,700 4 EA 66 5,700$ $376,200 5 LF 3,270 515$ $1,685,000 6 LS 1 26,000$ $26,000 7 LS 1 68,000$ $68,000 $3,129,000 $157,000 $939,000 $4,230,000 $1,058,000 $5,288,000 SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Justification: Upsize 1,590 LF of 6" to 8" along Beck St east of Schertz Pkwy, 1,680 LF of new 8". Upgrades distribution system to current min. pipe size (8") to serve new service area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Fire Hydrant Surface Replacement Traffic Control Service & System Connections Project Description: Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Beck St 6" WL Replacement Date: August 2024Project Number:2050-W4 Project Category:Water Phase: 2050CIP Type:System Improvement 8" Water Line Gate Valve 1 LF 3,100 230$ $715,000 2 EA 7 8,200$ $57,400 3 EA 7 23,100$ $161,700 4 LF 3,100 515$ $1,597,000 5 LS 1 24,000$ $24,000 6 LS 1 68,000$ $68,000 $2,624,000 $132,000 $788,000 $3,550,000 $888,000 $4,438,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: 3,100 LF of new 8" along Raf Burnette east of Authority Ln. Needed to meet growth in area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Raf Burnette Rd 8" WL Improvements Date: August 2024Project Number:2050-W5 Project Category:Water Phase: 2050CIP Type:Growth SWPPP Project Description: 1 EA 1 14,232,000$ $14,232,000 2 LS 1 3,031,000$ $3,031,000 3 LS 1 922,000$ $922,000 4 LS 1 85,000$ $85,000 5 LS 1 6,723,000$ $6,723,000 $24,993,000 $1,250,000 $7,498,000 $33,750,000 $8,438,000 $42,188,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Foundation for GST Connect to 24" Main Pump Station Project Description: Justification: IH-35 Pump Station (4,000 gpm, 183 TDH firm capacity) and 3.0 MG GST, new connection from SSLGC transmission main to the Live Oak to IH-35 24" transmission main. Needed to meet growth in area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:IH-35 Pump Station & 3.0 MG GST Date: August 2024Project Number:2050-W6 Project Category:Water Phase: 2050CIP Type:Growth 3.0 MG GST Yard Piping & Pumps for GST 1 LF 2,110 230$ $487,000 2 EA 5 8,200$ $41,000 3 EA 5 23,100$ $115,500 4 LF 2,110 515$ $1,087,000 5 LS 1 17,000$ $17,000 6 LS 1 68,000$ $68,000 $1,816,000 $91,000 $545,000 $2,460,000 $615,000 $3,075,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Water Line Gate Valve Fire Hydrant Surface Replacement Traffic Control Justification: 2,110 LF of new 8" along IH-10 and FM 1518. Needed to meet growth in area. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:IH-10 & FM 1518 8" WL Improvements Date: August 2024Project Number:2050-W7 Project Category:Water Phase: 2050CIP Type:Growth SWPPP Project Description: 1 LF 2,500 366$ $915,000 2 EA 5 19,000$ $95,000 3 EA 5 23,100$ $115,500 4 EA 50 5,700$ $285,000 5 LF 2,500 531$ $1,329,000 6 LS 1 20,000$ $20,000 7 LS 1 68,000$ $68,000 $2,828,000 $142,000 $849,000 $3,820,000 $955,000 $4,775,000 SWPPP ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Justification: Upsize 2,500 LF of 8" to 12" along Lower Seguin Rd.Needed for fire flow. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Fire Hydrant Surface Replacement Traffic Control Service & System Connections Project Description: Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Lower Seguin Rd 8" WL Replacement Date: August 2024Project Number:2050-W8 Project Category:Water Phase: 2050CIP Type:Capacity 12" Water Line Gate Valve NEAR TERM WASTEWATER CIP PROJECTS 1 LF 6,600 360$ 2,376,000$ 2 EA 14 17,000$ 238,000$ 3 LF 6,600 214$ 1,413,000$ 4 LS 1 19,000$ 19,000$ 5 LS 1 25,000$ 25,000$ 4,071,000$ $204,000 $1,222,000 $5,500,000 $1,375,000 $6,875,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 24" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Town Creek Phase IV (section 1) with approximately 6,600 LF of 24-inch gravity line. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Town Creek Phase IV 24" - Section 1 Date: August 2024Project Number:NT-S1 Project Category:Waste Water Phase: Near TermCIP Type:Growth Project Description: Justification: 1 LF 4,470 130$ 582,000$ 2 EA 9 17,000$ 153,000$ 3 LF 4,470 214$ 957,000$ 4 LS 1 13,000$ 13,000$ 5 LS 1 25,000$ 25,000$ 1,730,000$ $87,000 $519,000 $2,340,000 $585,000 $2,925,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 12" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Town Creek Phase IV (section 2) with approximately 4,470 LF of 12-inch gravity line. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Town Creek Phase IV 12" - Section 2 Date: August 2024Project Number:NT-S2 Project Category:Waste Water Phase: Near TermCIP Type:Growth Project Description: Justification: 1 LF 10,060 360$ 3,622,000$ 2 EA 20 17,000$ 343,000$ 3 LF 10,060 214$ 2,153,000$ 4 LS 1 29,000$ 29,000$ 5 LS 1 25,000$ 25,000$ 6,172,000$ $309,000 $1,852,000 $8,340,000 $2,085,000 $10,425,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 24" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Town Creek Phase V with approximately 10,060 LF of 24-inch gravity line. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Town Creek Phase V 24"Date: August 2024Project Number:NT-S3 Project Category:Waste Water Phase: Near TermCIP Type:Growth Project Description: Justification: Justification: 1 LF 3,910 200$ 782,000$ 2 EA 8 17,000$ 133,000$ 3 LF 3,128 100$ 313,000$ 4 LS 1 203,000$ 203,000$ 5 LF 3,910 205$ 802,000$ 6 LS 1 12,000$ 12,000$ 7 LS 1 25,000$ 25,000$ 2,270,000$ $114,000 $681,000 $3,070,000 $768,000 $3,838,000 Surface Replacement Traffic Control SWPPP ESTIMATE TOTAL PROJECT COST Lateral Lines Operational Expenses SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) TOTAL Anticipated growth based on Land Use Plan. 18" Gravity Line Standard Manhole (60" DIA.) ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST Project Category:Waste Water CIP Type:Growth Project Location: Project Description: Lookout Line (8") upsized to 18-inch gravity line (~ 3,910 LF). Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: Near Term Project Name:Upsize Lookout Line Project Number:NT-S4** Waste Water Growth Justification: 1 LF 3,910 234$ 916,000$ 2 LS 1 1,168,800$ 1,168,800$ $2,084,800 UNIT COST TOTAL 18" Gravity Line Anticipated growth based on Land Use Plan. Project Description: Tri County Line upsized from 8-inch gravity line to 18-inch gravity line (~ 1,760 LF). Note: Costs provided by City. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY Remaining Costs Project Location: ESTIMATE TOTAL PROJECT COST Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Phase: Near Term Project Category: CIP Type: Project Name:Upsize Tri County Line Project Number:NT-S5** 1 LF 21,680 200$ 4,336,000$ 2 EA 43 17,000$ 738,000$ 3 LF 21,680 205$ 4,445,000$ 4 LS 1 62,000$ 62,000$ 5 LS 1 25,000$ 25,000$ 9,606,000$ $481,000 $2,882,000 $12,970,000 $3,243,000 $16,213,000 18" Gravity Line Standard Manhole (60" DIA.) Project Description: Project Location: SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) ESTIMATE TOTAL PROJECT COST Surface Replacement Traffic Control SWPPP Justification: Cibolo West Main with approximately 21,680 LF of 18-inch gravity line. Anticipated growth based on Land Use Plan. TOTAL Project Category:Waste Water Phase: Near TermCIP Type:Growth ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST Capital Improvement Plan Estimate of Probable Cost Project Name:Cibolo West Main Date: August 2024Project Number:NT-S6 $9,600,000 $13,000,000 $3,400,000 Project Category:Waste Water Phase: Near TermCIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Woman Hollering Creek Lift Station, Gravity Lines, and Force Main Date: August 2024 Project Number:NT-S7 Project Location: ESTIMATE TOTAL ELIGIBLE* PROJECT COST Project Description: Justification: Approximately 1,940 LF of 18-inch gravity line serving Hallie’s Cove. Approximately 12,550 LF of 30-inch gravity line, approximately 5,990 LF of 14-inch force main, and WHC lift station. CostS provided by the City. Anticipated growth based on Land Use Plan. *Only the cost increase between 2011 & 2024 is eligible to be included in the impact fee total. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL ESTIMATE TOTAL PROJECT COST (2011) ACTUAL CONSTRUCTION COST (2024) 1 LS 1 50,000$ 50,000$ 50,000$ $3,000 $15,000 $70,000 $18,000 $88,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Justification: Tri County LS to go offline. Per City request. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Tri County Lift Station Date: August 2024Project Number:NT SI-1 Project Category:Waste Water Phase: Near TermCIP Type:Lift Station Removal Decommission Lift Station Project Description: 1 LS 1 50,000$ 50,000$ 2 LF 2,410 105$ 254,000$ 3 EA 5 17,000$ 85,000$ 4 LF 2,410 193$ 466,000$ 5 LS 1 8,000$ 8,000$ 6 LS 1 25,000$ 25,000$ 888,000$ $45,000 $267,000 $1,200,000 $300,000 $1,500,000ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Decommission Lift Station 10" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control Justification: Corbett LS to go offline. Approximately 2,410 LF of 10-inch gravity line installed to connect to existing system. Part of the lift station elimination plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Location: Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Corbett Lift Station Date: August 2024Project Number:NT SI-2 Project Category:Waste Water Phase: Near TermCIP Type:Lift Station Removal SWPPP Project Description: 1 LS 1 50,000$ 50,000$ 2 LS 1 50,000$ 50,000$ 100,000$ $5,000 $30,000 $140,000 $35,000 $175,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Decommission Lift Station Decommission WWTP Project Description: Justification: Sedona LS to go offline and Woman Hollering Creek (WHC) WWTP decommissioned. Part of the lift station elimination plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: Near TermCIP Type:Lift Station & WWTP Removal Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Sedona Lift Station & Woman Hollering Creek WWTP Date: August 2024Project Number:NT SI-3 2030 WASTEWATER CIP PROJECTS 1 LF 2,950 107$ 316,000$ 2 EA 6 21,400$ 129,000$ 3 LF 2,950 239$ 706,000$ 4 LS 1 11,000$ 11,000$ 5 LS 1 32,000$ 32,000$ $1,194,000 $60,000 $359,000 $1,620,000 $405,000 $2,025,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 2,950 LF of 8-inch gravity line north of Old Wiederstein Rd and along Hope Ln. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Hope Lane 8" Gravity Line Date: August 2024Project Number:2030-S1 1 LF 1,900 107$ 204,000$ 2 EA 4 21,400$ 86,000$ 3 LF 1,900 239$ 455,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 32,000$ 32,000$ $785,000 $40,000 $236,000 $1,070,000 $268,000 $1,338,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 1,900 LF of 8-inch gravity line along Old Wiederstein Rd from Dean Rd to vicinity of Kaylee Chase. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Old Wiederstein Road 8"Date: August 2024Project Number:2030-S2 1 LF 3,750 107$ 402,000$ 2 EA 8 21,400$ 172,000$ 3 LF 3,750 239$ 897,000$ 4 LS 1 14,000$ 14,000$ 5 LS 1 32,000$ 32,000$ $1,517,000 $76,000 $456,000 $2,050,000 $513,000 $2,563,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 3,750 LF of 8-inch gravity line south of Union Pacific Rail Road. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Union Pacific Railroad 8" - Section 1 Date: August 2024Project Number:2030-S3 1 LF 500 107$ 54,000$ 2 EA 1 21,400$ 22,000$ 3 LF 500 239$ 120,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 32,000$ 32,000$ $236,000 $12,000 $71,000 $320,000 $80,000 $400,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 500 LF of 8-inch gravity line south of Union Pacific Rail Road. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Union Pacific Railroad 8" - Section 2 Date: August 2024Project Number:2030-S4 1 LF 2,400 107$ 257,000$ 2 EA 5 21,400$ 107,000$ 3 LF 2,400 239$ 574,000$ 4 LS 1 9,000$ 9,000$ 5 LS 1 32,000$ 32,000$ $979,000 $49,000 $294,000 $1,330,000 $333,000 $1,663,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 2,400 LF of 8-inch gravity line along Wiederstein Rd between Jupe and Quail Ln. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Wiederstein Road 8"Date: August 2024Project Number:2030-S5 1 LF 7,300 107$ 782,000$ 2 EA 15 21,400$ 321,000$ 3 LF 7,300 239$ 1,746,000$ 4 LS 1 27,000$ 27,000$ 5 LS 1 32,000$ 32,000$ $2,908,000 $146,000 $873,000 $3,930,000 $983,000 $4,913,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 7,300 LF of 8-inch gravity line, along Schaefer Rd , Lisa Meadows and Voges pass. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Schaefer Road 8" - Section 1 Date: August 2024Project Number:2030-S6 1 LF 2,800 107$ 300,000$ 2 EA 6 21,400$ 129,000$ 3 LF 2,800 239$ 670,000$ 4 LS 1 11,000$ 11,000$ 5 LS 1 32,000$ 32,000$ $1,142,000 $58,000 $343,000 $1,550,000 $388,000 $1,938,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 2,800 LF of 8-inch gravity line along Schaefer Rd west of FM 1518. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Schaefer Road 8" - Section 2 Date: August 2024Project Number:2030-S7 1 LF 550 107$ 59,000$ 2 EA 2 21,400$ 43,000$ 3 LF 550 239$ 132,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 32,000$ 32,000$ $274,000 $14,000 $83,000 $380,000 $95,000 $475,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 550 LF of 8-inch gravity line along Aranda, north of Chalk Stem. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Aranda 8"Date: August 2024 Project Number:2030-S8 1 LF 3,500 132$ 463,000$ 2 EA 7 21,400$ 150,000$ 3 LF 3,500 239$ 838,000$ 4 LS 1 13,000$ 13,000$ 5 LS 1 32,000$ 32,000$ $1,496,000 $75,000 $449,000 $2,020,000 $505,000 $2,525,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 10" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 3,500 LF of 10-inch gravity line west of Weir Rd and north of Trainer Hale Rd. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Weir Road 10"Date: August 2024Project Number:2030-S9 1 LF 1,350 132$ 179,000$ 2 EA 3 21,400$ 65,000$ 3 LF 1,350 239$ 323,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 32,000$ 32,000$ $607,000 $31,000 $183,000 $830,000 $208,000 $1,038,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 10" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 1,350 LF of 10-inch gravity line along Trainer Hale Rd, east of E FM 1518 N. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Trainer Hale Road 10"Date: August 2024Project Number:2030-S10 1 LF 4,550 107$ 487,000$ 2 EA 10 21,400$ 214,000$ 3 LF 4,550 239$ 1,089,000$ 4 LS 1 17,000$ 17,000$ 5 LS 1 32,000$ 32,000$ $1,839,000 $92,000 $552,000 $2,490,000 $623,000 $3,113,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 4,550 LF of 8-inch gravity line along Ware Seguin Rd west of FM 1518. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Ware Seguin Road 8"Date: August 2024Project Number:2030-S11 1 LF 500 107$ 54,000$ 2 EA 1 21,400$ 22,000$ 3 LF 500 239$ 120,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 32,000$ 32,000$ $236,000 $12,000 $71,000 $320,000 $80,000 $400,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 500 LF of 8-inch gravity line along E FM 1518 N. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:FM 1518 8"Date: August 2024Project Number:2030-S12 1 LF 4,000 107$ 428,000$ 2 EA 8 21,400$ 172,000$ 3 LF 4,000 239$ 957,000$ 4 LS 1 15,000$ 15,000$ 5 LS 1 32,000$ 32,000$ $1,604,000 $81,000 $482,000 $2,170,000 $543,000 $2,713,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 4,000 LF of 8-inch gravity line north of I-10 E. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:I-10 8" - Section 1 Date: August 2024Project Number:2030-S13 1 LF 4,350 107$ 466,000$ 2 EA 9 21,400$ 193,000$ 3 LF 4,350 239$ 1,041,000$ 4 LS 1 16,000$ 16,000$ 5 LS 1 32,000$ 32,000$ $1,748,000 $88,000 $525,000 $2,370,000 $593,000 $2,963,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 4,350 LF of 8-inch gravity line along Boenig Dr and Ware Seguin Rd going north. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Boenig Drive 8"Date: August 2024Project Number:2030-S14 1 LF 1,800 107$ 193,000$ 2 EA 4 21,400$ 86,000$ 3 LF 1,800 239$ 431,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 32,000$ 32,000$ $750,000 $38,000 $225,000 $1,020,000 $255,000 $1,275,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 1,800 LF of 8-inch gravity line north of I-10 E and along N Greytown Rd. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:N Greytown Road 8"Date: August 2024Project Number:2030-S15 Justification: 1 LF 6,500 252$ 1,637,000$ 2 EA 13 21,400$ 279,000$ 3 LF 5,200 126$ 655,000$ 4 LS 1 535,000$ 535,000$ 5 LF 6,500 258$ 1,678,000$ 6 LS 1 24,000$ 24,000$ 7 LS 1 32,000$ 32,000$ 4,840,000$ $242,000 $1,452,000 $6,540,000 $1,635,000 $8,175,000ESTIMATE TOTAL PROJECT COST SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) UNIT COST TOTAL 18" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Traffic Control ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY Operational Expenses Surface Replacement System Improvement To resolve 4 SSOs upstream of Friesenhahn LS. Project Description: Replacing an existing 8-inch with 18-inch gravity line (~4,900 LF), parallel to Friesenhahn Ln and an existing 12-inch with 18-inch gravity line (~1,600 LF) immediately upstream of the Friesenhahn LS. Capital Improvement Plan Estimate of Probable Cost 2030 SI-1** Project Category:Waste Water Project Location: Date: August 2024 Phase: 2030 Project Name:Friesenhahn West Line WW Upsize Project Number: CIP Type: Justification: 1 LF 1,320 132$ 175,000$ 2 EA 3 21,400$ 57,000$ 3 LF 1,056 126$ 133,000$ 4 LS 1 87,000$ 87,000$ 5 LF 1,320 243$ 321,000$ 6 LS 1 8,000$ 8,000$ 7 LS 1 32,000$ 32,000$ 813,000$ $41,000 $244,000 $1,100,000 $275,000 $1,375,000 PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 10" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Project Category:Waste Water CIP Type:System Improvement Project Name:Fairlawn WW Upsize Project Number:2030 SI-2** Project Location: Phase: 2030 To resolve an SSO upstream of Riata LS. Project Description: Replacing an existing 8-inch with 10-inch gravity line (~1,320 LF) along Fairlawn Ave from Ashwood Rd to Riata LS. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL ESTIMATE TOTAL PROJECT COST Justification: 1 LF 1,150 164$ 189,000$ 2 EA 2 21,400$ 50,000$ 3 LF 920 126$ 116,000$ 4 LS 1 81,000$ 81,000$ 5 LF 1,150 247$ 284,000$ 6 LS 1 8,000$ 8,000$ 7 LS 1 32,000$ 32,000$ 760,000$ $38,000 $228,000 $1,030,000 $258,000 $1,288,000 PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 12" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Project Category:Waste Water CIP Type:System Improvement Project Name:Cibolo Crossing WW Line Upsize Project Number:2030 SI-3** Project Location: Phase: 2030 To resolve an SSO near I 35 N. Project Description: Replacing an existing 10-inch with 12-inch gravity line (~1,150 LF), south of I-35 N and east of Hampton Inn & Suites of Schertz. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL ESTIMATE TOTAL PROJECT COST Justification: 1 LF 250 164$ 41,000$ 2 EA 1 21,400$ 11,000$ 3 LF 200 126$ 26,000$ 4 LS 1 18,000$ 18,000$ 5 LF 250 247$ 62,000$ 6 LS 1 8,000$ 8,000$ 7 LS 1 32,000$ 32,000$ 198,000$ $10,000 $60,000 $270,000 $68,000 $338,000 Traffic Control 12" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Capital Improvement Plan Estimate of Probable Cost Project Category:Waste Water Phase: 2030CIP Type:System Improvement Project Name:Woodland Oak Drive Replacements Date: August 2024Project Number:2030 SI-4** Project Location: Project Description: Replacing an existing 8-inch with 12-inch gravity line (~250 LF), near Woodland Oak Dr. To resolve an SSO near Woodland Oak Dr. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL ESTIMATE TOTAL PROJECT COST SWPPP Justification: 1 LF 3,330 378$ 1,258,000$ 2 EA 7 21,400$ 143,000$ 3 LF 2,664 126$ 336,000$ 4 LS 1 330,000$ 330,000$ 5 LF 3,330 263$ 877,000$ 6 LS 1 12,000$ 12,000$ 7 LS 1 32,000$ 32,000$ 2,988,000$ $150,000 $897,000 $4,040,000 $1,010,000 $5,050,000 PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 21" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION Capital Improvement Plan Estimate of Probable Cost Date: August 2024 Project Category:Waste Water CIP Type:System Improvement Project Name:Old Wiederstein WW Upsize Project Number:2030 SI-5** Project Location: Phase: 2030 To increase line capacity. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Description: Replacing an existing 18-inch with 21-inch gravity line (~3,330 LF), along Old Wiederstein Rd. ESTIMATE TOTAL PROJECT COST 1 LS 1 4,637,000$ 4,637,000$ $4,637,000 $232,000 $1,392,000 $6,270,000 $1,568,000 $7,838,000 Project Location: TOTAL ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Upgrade Lift Station (2,750 gpm) ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST Date: Capital Improvement Plan Estimate of Probable Cost August 2024 Project Category:Waste Water CIP Type:System Improvement Project Name:Northcliffe Lift Station Upgrade Project Number:2030 SI-6** 2030Phase: Northcliffe LS upgrade to firm capacity of 4,500 gpm. Project Description: Justification: To follow TCEQ requirement of peak flow not to exceed firm capacity. This upgrade is based on buildout flow of 4,485 gpm. 1 LS 1 63,000$ 63,000$ 2 LF 420 107$ 45,000$ 3 EA 1 21,400$ 22,000$ 4 LF 420 239$ 101,000$ 5 LS 1 8,000$ 8,000$ 6 LS 1 32,000$ 32,000$ 271,000$ $14,000 $82,000 $370,000 $93,000 $463,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) SWPPP Project Description: Justification: Belmont Park LS to go offline; install approximately 420 LF of 8-inch gravity line to connect to the line along Livingston Dr. Per City request. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Decommission Lift Station 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control Project Category:Waste Water Phase: 2030CIP Type:Lift Station Removal Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Belmont Park Lift Station Date: August 2024Project Number:2030 SI-7 1 LF 1,220 252$ 308,000$ 2 EA 2 21,400$ 53,000$ 3 LF 976 126$ 123,000$ 4 LS 1 101,000$ 101,000$ 5 LF 1,220 258$ 315,000$ 6 LS 1 8,000$ 8,000$ 7 LS 1 32,000$ 32,000$ 940,000$ $47,000 $282,000 $1,270,000 $318,000 $1,588,000 Project Location: ESTIMATE TOTAL PROJECT COST SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 18" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement Project Description: Justification: Replacing an existing 15-inch with 18-inch gravity line (~1,220 LF), east of Roy Richard Dr and south of Woodland Oaks Dr. To resolve 2 SSOs near Woodland Oak Dr and Valencia Ln. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:CCMA System Capacity Capital Improvement Plan Estimate of Probable Cost Project Name:Roy Richard Drive Replacements Date: August 2024Project Number:2030 C-1 1 LF 1,780 252$ 449,000$ 2 EA 4 21,400$ 77,000$ 3 LF 1,424 126$ 180,000$ 4 LS 1 147,000$ 147,000$ 5 LF 1,780 258$ 460,000$ 6 LS 1 8,000$ 8,000$ 7 LS 1 32,000$ 32,000$ 1,353,000$ $68,000 $406,000 $1,830,000 $458,000 $2,288,000 Project Location: ESTIMATE TOTAL PROJECT COST SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 18" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement Project Description: Justification: Replacing an existing 10-inch with 18-inch gravity line (~1,780 LF), north of Woodland Oaks Dr and east of Valencia Ln. To resolve 2 SSOs near Woodland Oak Dr and Valencia Ln. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:CCMA System Capacity Capital Improvement Plan Estimate of Probable Cost Project Name:Valencia Lane Replacements Date: August 2024Project Number:2030 C-2 1 LF 5,230 806$ 4,214,000$ 2 EA 10 21,400$ 224,000$ 3 LF 4,184 126$ 527,000$ 4 LS 1 818,000$ 818,000$ 5 LF 5,230 292$ 1,528,000$ 6 LS 1 19,000$ 19,000$ 7 LS 1 32,000$ 32,000$ 7,362,000$ $369,000 $2,209,000 $9,940,000 $2,485,000 $12,425,000 Project Location: ESTIMATE TOTAL PROJECT COST SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 36" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement Project Description: Justification: Replacing an existing 30-inch with 36-inch gravity line (~5,230 LF), south of Savannah Dr and north of Live Oak Rd. To resolve an SSO near Maske Rd. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:CCMA System Capacity Capital Improvement Plan Estimate of Probable Cost Project Name:Savannah Drive Replacements Date: August 2024Project Number:2030 C-3 1 LF 5,450 806$ 4,391,000$ 2 EA 11 21,400$ 234,000$ 3 LF 4,360 126$ 549,000$ 4 LS 1 852,000$ 852,000$ 5 LF 5,450 292$ 1,592,000$ 6 LS 1 20,000$ 20,000$ 7 LS 1 32,000$ 32,000$ 7,670,000$ $384,000 $2,301,000 $10,360,000 $2,590,000 $12,950,000 Project Location: ESTIMATE TOTAL PROJECT COST SWPPP SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Traffic Control 36" Gravity Line Standard Manhole (60" DIA.) Lateral Lines Operational Expenses Surface Replacement Project Description: Justification: Replacing an existing 30-inch with 36-inch gravity line (~5,450 LF), near Community Cir, from Buffalo Dr to Live Oak Rd. To resolve 2 SSOs near Maske Rd. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2030CIP Type:CCMA System Capacity Capital Improvement Plan Estimate of Probable Cost Project Name:Build Out Project 25 - 36" Schertz Line Date: August 2024Project Number:2030 C-4 2050 WASTEWATER CIP PROJECTS 1 LF 6,250 230$ 1,441,000$ 2 EA 13 46,100$ 600,000$ 3 LF 6,250 515$ 3,220,000$ 4 LS 1 49,000$ 49,000$ 5 LS 1 68,000$ 68,000$ 5,378,000$ $269,000 $1,614,000 $7,270,000 $1,818,000 $9,088,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 6,250 LF of 8-inch gravity line north of and along I-35 N. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name: I-35 N 8"Date: August 2024Project Number:2050-S1 1 LF 4,460 230$ 1,028,000$ 2 EA 9 46,100$ 415,000$ 3 LF 4,460 515$ 2,298,000$ 4 LS 1 35,000$ 35,000$ 5 LS 1 68,000$ 68,000$ 3,844,000$ $193,000 $1,154,000 $5,200,000 $1,300,000 $6,500,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 4,460 LF of 8-inch gravity line, along Friesenhahn Ln. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Friesenhahn Lane 8"Date: August 2024Project Number:2050-S2 1 LF 3,910 230$ 901,000$ 2 EA 8 46,100$ 369,000$ 3 LF 3,910 515$ 2,014,000$ 4 LS 1 31,000$ 31,000$ 5 LS 1 68,000$ 68,000$ 3,383,000$ $170,000 $1,015,000 $4,570,000 $1,143,000 $5,713,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 3,910 LF of 8-inch gravity line from Schaefer Rd north parallel to Authority Ln. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Schaefer Road 8" - Section 3 Date: August 2024Project Number:2050-S3 1 LF 1,930 230$ 445,000$ 2 EA 4 46,100$ 185,000$ 3 LF 1,930 515$ 995,000$ 4 LS 1 15,000$ 15,000$ 5 LS 1 68,000$ 68,000$ 1,708,000$ $86,000 $513,000 $2,310,000 $578,000 $2,888,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 1,930 LF of 8-inch gravity line, south of Corbett Junior High School and north of Lower Seguin Rd. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Corbett JH 8"Date: August 2024Project Number:2050-S4 1 LF 830 230$ 192,000$ 2 EA 2 46,100$ 93,000$ 3 LF 830 515$ 428,000$ 4 LS 1 8,000$ 8,000$ 5 LS 1 68,000$ 68,000$ 789,000$ $40,000 $237,000 $1,070,000 $268,000 $1,338,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 830 LF of 8-inch gravity line along Lower Seguin Rd. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:Lower Seguin Road 8"Date: August 2024Project Number:2050-S5 1 LF 2,220 230$ 512,000$ 2 EA 5 46,100$ 231,000$ 3 LF 2,220 515$ 1,144,000$ 4 LS 1 18,000$ 18,000$ 5 LS 1 68,000$ 68,000$ 1,973,000$ $99,000 $592,000 $2,670,000 $668,000 $3,338,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control SWPPP Project Description: Justification: Approximately 2,220 LF of 8-inch gravity line north of and parallel to IH-10. Anticipated growth based on Land Use Plan. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Growth Capital Improvement Plan Estimate of Probable Cost Project Name:I-10 8" - Section 2 Date: August 2024Project Number:2050-S6 1 LS 1 865,000$ 865,000$ 865,000$ $44,000 $260,000 $1,170,000 $293,000 $1,463,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Upgrade Lift Station (~250 gpm) Project Description: Justification: Cypress Point LS upgrade to firm capacity of 1,250 gpm. To follow TCEQ requirement of Peak flow not to exceed firm capacity. This upgrade is based on buildout flow of 1,233 gpm. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:System Improvement Capital Improvement Plan Estimate of Probable Cost Project Name:Cypress Point Lift Station Upgrade Date: August 2024 Project Number:2050 SI-1 1 LS 1 136,000$ 136,000$ 136,000$ $7,000 $41,000 $190,000 $48,000 $238,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Decommission Lift Station Project Description: Justification: Schertz Pkwy LS to go offline. To convey flow to a new CCMA's line which will be built by 2050. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Lift Station Removal Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Schertz Parkway Lift Station Date: August 2024Project Number:2050 SI-2 1 LS 1 136,000$ 136,000$ 2 LF 2,300 230$ 530,000$ 3 EA 5 46,100$ 231,000$ 4 LF 2,300 515$ 1,185,000$ 5 LS 1 18,000$ 18,000$ 6 LS 1 68,000$ 68,000$ 2,168,000$ $109,000 $651,000 $2,930,000 $733,000 $3,663,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) SWPPP Project Description: Justification: Park LS to go offline; install approximately 2,300 LF of 8-inch gravity line to connect to the line along E Aviation Blvd. Per City request. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Decommission Lift Station 8" Gravity Line Standard Manhole (60" DIA.) Surface Replacement Traffic Control Project Category:Waste Water Phase: 2050CIP Type:Lift Station Removal Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Park Lift Station Date: August 2024Project Number:2050 SI-3 1 LS 1 136,000$ 136,000$ 136,000$ $7,000 $41,000 $190,000 $48,000 $238,000 Project Location: ESTIMATE TOTAL PROJECT COST SUBTOTAL MOBILIZATION (5%) CONTINGENCY (30%) TOTAL CONSTRUCTION PS&E & CONSTRUCTION MANAGEMENT (25%) Decommission Lift Station Project Description: Justification: Cover’s Cove LS to go offline. Per City request. ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY UNIT COST TOTAL Project Category:Waste Water Phase: 2050CIP Type:Lift Station Removal Capital Improvement Plan Estimate of Probable Cost Project Name:Decommission Cover's Cove Lift Station Date: August 2024Project Number:2050 SI-4 WATER MASTER PLAN MAP / 0 7,000 14,0003,500 Feet Esri, NASA, NGA, USGS, FEMA, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community 2050-W5 2050-W7 2050-W4 2050-W1 2050-W6 2050-W2 2050-W3 2050-W8 2030-W8 2030-W9 2030-W5 2030-W9 2030-W9 2030-W7 2030-W4 2030-W3 2030-W2 2030-W10 2030-W6 2030-W1 NT-W10 NT-W4 NT-W3 NT-W2 NT-W9 NT-W1 NT-W8 NT-W5 NT-W6 NT-W7 Water CCN Boundary Existing Water Lines City Limits/ETJ Legend 2022 - 2050 Anticipated Development Water Line Improvements Pump Station Improvements Proposed PRV WASTEWATER MASTER PLAN MAP / 0 7,500 15,0003,750 Feet Esri, NASA, NGA, USGS, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community NT-S1 NT-S3NT SI-1 NT-S2 NT-S5 NT-S4 NT SI-2 NT-S6 NT SI-3 NT-S7 2030-S15 2030-S14 2030-S13 2030-S12 2030-S11 2030-S9 2030-S10 2030-S8 2030-S7 2030-S6 2030-S5 2030-S2 2030-S1 2030-S4 2030-S3 2030 SI-5 2030 SI-7 2030 SI-1 2030 SI-6 2030 SI-2 2030 SI-3 2030 SI-4 2050 S-5 2050 S-1 2050 S-2 2050 S-3 2050 S-4 2050 SI-2 2050 SI-1 2050 SI-4 2050 SI-3 2050 S-6 Gravity Line No Improvement Lift Station City Limits / ETJ Sewer CCN Boundary Force Main Outfall Legend No Improvement Lift Station CIP Wastewater CIP Sewersheds Cibolo Creek Dietz Creek Dry Comal Creek Saltrillo Creek Santa Clara Creek Town Creek Woman Hollering Creek City of Schertz Water and Wastewater Master Plans Slides By: Lee Hamm, P.E. Presentation By: Kathryn Woodlee, P.E. Schertz City Engineer Land Use Assumptions Questions Agenda Methodology for Project Identification Land Use Assumptions for Updates of Water and Wastewater Master Plans Land Use Assumptions ·Basis was the 2018 Land Use Plan Map ·Modified based on residential subdivision development information received from the City on April 8th, 2022. ·It is assumed that these developments will remain in place for the 30-year planning period. ·New growth will expand away from the City center. ·Development pressure along the IH-35 corridor and from New Braunfels will result in development at higher densities throughout the north. Land Use Assumptions Continued ·Territories under delayed annexation agreements will be annexed by 2025. The annexation of these territories will expand municipal boundaries. Most annexations occurred earlier this summer. ·Regions that do not currently lie within the City water or wastewater CCNs currently identified by the Texas PUC will remain so. ·The existing water and wastewater CCNs will remain in place for the 30-year planning period. Population Projections 30- year 25- Year 20- Year 15- Year 10- Year5-YearHistoricalPopulation Projections (Cumulative) (1) 2050204520402035203020252020 1.8%1.9%1.9%2.0%2.0%1.8%-Compound Annual Growth Rate 80,41673,55366,94660,93355,18749,98545,719Population 6,8636,6076,0135,7455,2024,266(+)Total Increase (1)Total population accounts for areas of existing Extra Territorial Jurisdiction (ETJ) for which growth is constrained Population Distribution 2020 2050 Housing Projections 30-year25-Year20-Year15-Year10-Year5-YearHistoricalHousing Projections (Cumulative) 2050204520402035203020252020 2.0%2.0%2.1%2.2%2.4%3.2%-Compound Annual Growth Rate(1)(2) 30,74227,73525,12022,64020,30518,03415,441Households 2,7372,6152,4802,3352,2712,593(+)Total Increase (1)Total number of households accounts for all categories of residential housing units throughout the City (2)Total number of households accounts for all residential housing units located within areas of existing Extra Territorial Jurisdiction (ETJ) for which growth is constrained Housing Distribution 2020 2050 Methodology for Project Identification • Evaluate Existing Systems • Model Future Growth • Propose Projects to Solve Existing & Future Issues Develop a Hydraulic Water Model Input pipes, valves, storage tanks, structures, etc. from data provided by the City. Updates made to the model: – Wholesale Customer Demands – Residential Water Usage Patterns – Live Oak Pressure Reducing Valve Settings – Removal of Waterlines Not in Service Evaluate the existing model against TCEQ’s Public Drinking Water Rules & Regulations. Identify CIPs that address the TCEQ criteria that were not met. TCEQ Public Water System Requirements System Storage & Supply System High Service Pump Capacity System Minimum Pressure Requirements Evaluate the Future Water System Apply growth patterns from the land use assumptions to the existing model. 1 Re-evaluate the model against TCEQ requirements. 2 Identify Projects that satisfy any unmet TCEQ criteria. 3 Develop a Hydraulic Wastewater Model Input pipes, structures, demands, etc. from data provided by the City. Calibrate – Flow Monitoring • Set flow monitors and rain gauges • Collected data over 60 days • Import data into the model – Compare Model with Real Life Results for Wet Weather & Dry Weather Scenarios – Adjust Model Evaluate the Existing WW System Found: 21 SSOs Approximately 26,000 feet of Surcharged Gravity Mains 21 SSOs Approximately 26,000 feet of Surcharged Gravity Mains Looking for: Sanitary Sewer Overflows (SSO) at Manholes Surcharged Gravity Mains Sanitary Sewer Overflows (SSO) at Manholes Surcharged Gravity Mains Evaluate the Future WW System Land use assumptions are applied to the existing system to model the future system. Future SSO’s and surcharged lines are identified. Capital improvement projects are developed to relieve existing and future system stresses. – Stresses can be from existing capacity issues or those developing from growth. Master Plan Updates Near Term Water Projects Waterline Improvements (8) •8” Replacement Project (1) o Moonlight Meadow Dr & Lost Meadow Dr •12” Replacement & New Install Projects* (7) o Bubbling Springs o Ware Seguin to Lower Seguin* o Fred Couples to Schwab* o Schwab to Eckhardt* o Graytown to Pfeil* o FM 78 o Robinhood Way Major Infrastructure (2) • Corbett PS & GST Project (Completed) • Ware Seguin PS Improvements 2030 Water Projects Waterline Improvements (9) •8” Replacement & New Install Projects* (4) o Ray Corbett Drive to Lower Seguin Road* o Trainer Hale Road* o Boenig Drive S o IH-10* •12” Replacement & New Install Projects* (4) • Tri-County Extension to Cibolo Valley Drive* • Raf Burnette Road* • Trainer Hale Road • River Road •24” Transmission Main (1) • Live Oak to IH-35 EST Major Infrastructure (2) • Ware Seguin PS Expansion Phase 1 • PRV Installation for Proposed Southwest Pressure Plane 2050 Water Projects Waterline Improvements (8) •8” Replacement & New Install Projects (4) o FM 2252* o Beck Street o Raf Burnette Road* o IH-10 & FM 1518* •12” Replacement Project (1) • Lower Seguin Road Major Infrastructure (3) • Corbett PS Expansion • Ware Seguin PS Expansion Phase 2 • IH-35 PS & GST Proposed Updated Water Master Plan Near Term Wastewater Projects Wastewater Improvements (9) •12” Gravity Line Project (1) • Town Creek Phase IV – Section 2 •14” Force Main Project (1) • Hallie’s Cove •18” Gravity Line Projects (4) • Lookout Line • Tri-County Line • Cibolo West Main • Hallie’s Cove •24” Gravity Line Projects (2) • Town Creek Phase IV – Section 1 • Town Creek Phase V •30” Gravity Line Project (1) • Hallie’s Cove Major Infrastructure (5) • Woman Hollering Creek LS • Decommission Tri-County LS • Decommission Corbett LS • Decommission Sedona LS • Decommission Woman Hollering Creek WWTP 2030 Wastewater Projects Waterline Improvements (20) •8” Gravity Line Projects (13) • Hope Lane • Old Wiederstein Road • Union Pacific Railroad – Section 1 • Union Pacific Railroad – Section 2 • Wiederstein Road • Schaefer Road – Section 1 • Schaefer Road – Section 2 • Aranda • Ware Seguin Road • FM 1518 • IH-10 • Boenig Drive • N Greytown Road •10” Gravity Line Projects (3) • Weir Road • Trainer Hale Road • Fairlawn Avenue •12” Gravity Line Projects (2) • Cibolo Crossing • Woodland Oak Drive •18” Gravity Line Project (1) • Friesenhahn West Line •21” Gravity Line Project (1) • Old Wiederstein Major Infrastructure (2) • Northcliffe LS Upgrade • Decommission Belmont Park LS 2050 Wastewater Projects Waterline Improvements (6) •8” Gravity Line Projects (6) • IH-35 N • Friesenhahn Lane • Schaefer Road – Section 3 • Corbett Junior High • Lower Seguin Road • IH-10 – Section 2 Major Infrastructure (4) • Cypress Point LS Upgrade • Decommission Schertz Parkway LS • Decommission Park LS • Decommission Cover’s Cove LS Proposed Updated Wastewater Master Plan Questions? Agenda No. 11.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Public Affairs Subject:Workshop Discussion and Updates on the 89th Legislative Session (S. Gonzalez/L. Klepper) BACKGROUND Presentation and discussion regarding the 89th Texas Legislative Session. Review of state priorities and bills we are tracking. Attachments 89th Legislative Session Update  89th Legislative Session Update City Council Meeting: March 4, 2025 Linda Klepper | Director of Public Affairs 89th Legislative Session Key Dates 2 Prefiling beginsNov 11 First Day of the legislative session Jan 14 Last day to file legislation Mar 14 Committee Hearings and consideration April/ May Last day of the legislative session June 2 •The legislature can’t pass any bills during the first 60 calendar days unless the governor declares it an emergency item or it’s an emergency appropriation. Governor’s Emergency Items •Property Tax Relief •At least $10 billion in new property tax relief from the budget surplus •Banning local loopholes that allow tax hikes without voter approval •Two-thirds voter approval is required for any local tax increase •Expanded business tax exemptions to help small businesses •Water Infrastructure Investment •Make a one-time largest investment in water in Texas history, as well as dedicated $1 billion per year for 10 years to upgrade infrastructure •New water supply development, including desalination and water transfers •Funding for rural water systems to sustain Texas’ agriculture and local communities •Teacher Pay Raise •Expand Career Training •School Choice •Bail Reform •Create a Texas Cyber Command 3 Lt. Gov. Priorities Senate Bill 1 – Senate’s Budget for Texas Senate Bill 2 – Providing School Choice Senate Bill 3 – Banning THC in Texas Senate Bill 4 – Increasing the Homestead Exemption to $140,000 ($150,000 for seniors) Senate Bill 5 – Combatting Alzheimer’s – Establishing DPRIT (Dementia Prevention & Research Institute of Texas) Senate Bill 6 – Increasing Texas’ Electric Grid Reliability Senate Bill 7 –Increasing Investments in Texas’ Water Supply Senate Bill 8 –Requiring Local Law Enforcement to Assist the Federal Government’s Deportation Efforts Senate Bill 9 – Reforming Bail – Keeping Violent Criminals Off Our Streets Senate Bill 10 – Placing the Ten Commandments in School Senate Bill 11 – Protecting the Freedom to Pray in School Senate Bill 12 – Establishing a Parental Bill of Rights in Public Education 4 Senate Bill 13 – Guarding Against Inappropriate Books in Public Schools Senate Bill 14 –Texas DOGE –Improving Government Efficiency Senate Bill 15 –Removing Barriers to Affordable Housing Senate Bill 16 – Stopping Non-Citizens from Voting Senate Bill 17 – Stopping Foreign Adversaries’ Land Grabs Senate Bill 18 – Stopping Drag Time Story Hour Senate Bill 19 –Stopping Taxpayer Dollars for Lobbyists Senate Bill 20 – Stopping AI Child Pornography Senate Bill 21 – Establishing the Texas Bitcoin Reserve Senate Bill 22 – Establishing Texas as America’s Film Capital Senate Bill 23 – Removing the Cap on the Rainy-Day Fund to Secure Texas’ Long-term Financial Future Senate Bill 24 – Educating Texas Students on the Horrors of Communism Senate Bill 25 – Making Texas Healthy Again 2025 Legislative Priorities 5 1. Fiscal Responsibility and Revenue Protection •Advocate for dedicated state funding for the Disabled Veterans Homestead Exemption (DVHS) Program to offset local revenue losses that impact funding for critical city services. •Oppose unfunded mandates that place financial burdens on local governments and divert resources away from community priorities. 2. Infrastructure and Sustainable Development •Support increased funding for •Local transportation •Infrastructure projects •Improved quality of life for residents •Support increased state grants and expanded use of Hotel Occupancy Tax (HOT) funds 2025 Legislative Priorities 6 3. Local Control and Governance •Oppose legislation that erodes local control or weakens the ability of locally elected leaders to address unique challenges and opportunities. •Oppose legislation that preempts local authority to regulate activities affecting density, zoning, permitting,and inspections. •Oppose legislation that limits the time or authority the City has to review site plans and plats. •Oppose legislation that limits city authority over extraterritorial jurisdiction (ETJ), including boundary changes, annexations, and disannexations. 4. Economic Growth and Business Development •Oppose legislation that would hinder local economic development tools, including incentives or other support mechanisms critical for attracting and retaining businesses. 5. Advocacy and Municipal Representation •Oppose efforts to restrict the ability of the Texas Municipal League (TML) and similar organizations from advocating on behalf of local governments in Texas. 89th Session Updates •City Related Bills (as of Feb. 24): •886 bills filed in House •453 bills filed in Senate •Have met with: •Representative Lujan •Representative Schoolcraft •Senator Campbell's Office •NEP Legislative Trip - February 27 7 DVHS Related Bills We Are Tracking •H.B. 244/H.B.1383,S.B. 247 - Relating to the applicability of the law governing the provision of state aid to certain local governments disproportionately affected by the granting of ad valorem tax relief to disabled veterans. •H.B. 2032,S.B. 1126 -would provide: •(1) that a disabled veteran is entitled to an exemption from property tax for the veteran’s residence homestead if the veteran has a disability rating of at least ten percent but less than a hundred percent; •(2) that the exemption described in (1), above, is a percentage of the appraised value of the veteran’s residence homestead e qual to the veteran’s disability rating; •(3) that the surviving spouse of a disabled veteran who qualified for an exemption under (1), above, is entitled to an exempt ion of the same percentage of the appraised value of the same residence homestead if: (a) the surviving spouse has not remarried since the death of the disabled veteran; and (b) the property was the residence homestead of the spouse when the veteran died and remains the residence homestead of the spouse; and •(4) if a surviving spouse who qualifies for an exemption under (3), above, subsequently qualifies another residence homestead , the spouse is entitled to an exemption of the new residence homestead equal to the dollar amount of the exemption in the last year in which the surviving spouse received an exemption under that subsection. •H.B. 1932 -would extend the 100 percent homestead exemption for 100 percent disabled veterans and their surviving spouses to include veterans who are at least 60 percent disabled and their surviving spouses. 8 Highlighted Bills have been referred to a committee Bills We are Tracking S.B. 470,H.B. 1453 -Relating to the issuance of anticipation notes and/or certificates of obligation by local governments. H.B. 2574, H.B. 2736 -Relating to the vote required to approve the issuance of bonds or to increase taxes by a political subdivision. S.B. 844 -Relating to procedures for changes to a zoning regulation or district boundary. H.B. 369,H.B. 878,S.B. 673 and H.B. 1779 -Relating to the authority of a municipality to regulate accessory dwelling units allowed on certain property. S.B. 854 -Relating to municipal regulation of multifamily and mixed-use development on religious land. H.B. 987 -Relating to the time for issuance of a municipal building permit. S.B. 878 -Relating to limitations on the use of public money under certain economic development agreements or programs adopted by certain political subdivisions. S.B. 1143 -Relating to certain planning, notification, and evaluation requirements with respect to workforce development programs in this state. 9 Bills We Are Tracking Cont. S.B. 19, H.B. 309, S.B. 239 -Relating to the use by a political subdivision of public funds for lobbying and certain other activities. H.B. 416 -Relating to the deadlines for performing various functions in connection with the ad valorem tax system. H.B. 698 -Relating to the abolition of ad valorem taxes and the creation of a joint interim committee on the abolition of those taxes. H.B. 1688 - Relating to a local option exemption from ad valorem taxation of all or part of the appraised value of the residence homesteads of certain peace officers. H.B. 784 -Relating to a grant program for municipal pedestrian infrastructure administered by the Texas Department of Housing and Community Affairs. S.B. 422/H.B. 1480 -Relating to the award of library construction grants by the Texas State Library and Archives Commission. 10 Next Steps TML Legislative Webinar: March 6 TML Legislative Action Day – March 19 Next Legislative Update – May 6 Track Bills via Texas Legislature Online or capitol.texas.gov 11 COMMENTS AND QUESTIONS 12 Agenda No. 12.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 04, 2025 Department:Engineering Subject:Monthly Update - Major Projects In Progress/CIP (B.James/K.Woodlee) Attachments 3-4-25 Monthly Update - Major Projects in progress/cip  Informational Only CITY COUNCIL MEMORANDUM City Council Meeting: March 4, 2025 Department: City Manager Subject: Update on Major Projects in Progress Background This is the monthly update on large projects that are in progress or in the planning process. This update is being provided so Council will be up to date on the progress of these large projects. If Council desires more information on any project or on projects not on this list, please reach out to staff and that information will be provided. Facilities Projects: 1. Fleet Building Parking Lot Project Description – Pave the open grassy area located at 27 Commercial Place o Project Status: Site Plan Development and Construction Design o Projected Completion: To be determined o Consultant: Unintech Consulting Engineers, Inc. o Contractor: To be determined Project Update: The Site Plan has been approved. Plans are submitted for the construction permit. Once that is approved, the project will be advertised for bid. 2. Digital Sign Replacement in Front of City Hall Project Description- Replacement of the broken electronic marquee sign that sits in front of City Hall o Project Status: Pending permits filed by Ezzi Signs o Projected Completion: TBD o Project Cost: $78,000 o Contractor: Ezzi Signs, Inc Project Update: Due to inclement weather and unforeseen illnesses, the vendor has fallen behind. The vendor informed city staff on February 20th that the sign is currently in production and slated to be finished by March 7th, and installation of the new sign should be completed by March 14th. Drainage Projects: 1. FM 78 South Channel Silt Removal Project Description – Silt removal for the existing FM 78 South Drainage channel to include permitting, easement acquisition and construction. o Project Status: Easement Acquisition o Projected Completion: Summer 2025 o Project Cost: Design $32,100, Drainage Report $4,600 o Consultant: Unintech Consulting Engineers, Inc. o Contractor: TBD Project Update: Design of the project is complete. The project has been on hold pending resolution of some easement acquisition challenges. Staff is working to identify the appropriate path of access to the channel. Unintech will resume work to acquire necessary easements for the project once those challenges have been resolved. After easements are acquired, the project will be rebid, and construction will proceed. Water and Wastewater Projects: 1. Woman Hollering Creek Wastewater Interceptor Main and Lift Station Project Description – Design and construction of a sanitary sewer system to collect and convey wastewater to the future CCMA water reclamation plant off Trainer Hale Road in Southern Schertz. The system will consist of approximately 19,000 linear feet of 30” gravity wastewater line running generally along Woman Hollering Creek from the existing Sedona lift station on FM 1518 to a new lift station on IH 10 and approximately 6,000 feet of force main from the lift station to CCMA plant. It will also include an additional 18” gravity line approximately 1,500 feet in length that will first serve the Hallie’s Cove Subdivision. The system is necessary for the new CCMA plant to begin operation and to allow the existing Woman Hollering Lift Station at Sedona to be taken out of service. o Project Status: Construction o Projected Completion: Spring 2025 o Project Cost: Engineering/Design $1,187,594, Land purchases, ROW, legal and advertising $700,810, Construction $11,100,000, totaling $12,988,404 o Design Engineer: Cobb Fendley & Associates, Inc. o Owner’s Representative: AGCM, Inc. o Contractor: Thalle Construction Co, Inc. Project Update: The project is nearing completion. The expectation at the time of writing of this update is that the lift station will be tested and started up and live wastewater flow will be pumping to the CCMA South Plant as of March 3. A backup plan involving the use of a temporary bypass pump is in place for the possibility of issues encountered with startup of the lift station. Once the lift station is operational, punch list and closeout of the project will take place. It is estimated that the remainder of work on the project will take several months to complete. 2. Riata Lift Station Relocation Project Description – Relocation of the Riata Lift Station ahead of TxDOT’s IH 35 NEX project to remove it from conflict with the proposed highway improvements. The design phase included identification of a new site for the list station, design of new lift station and design of the abandonment of the existing lift station. Property and easement acquisitions were required. The new lift station is needed to maintain sewer services. o Project Status: Begin Construction 4th Quarter of 2024. o Projected Completion: Summer 2026 o Project Cost: Design & Acquisition of easements and existing lift station $478,000; Construction: $2,545,375 o Consultant: Utility Engineering Group, PLLC o Contractor: Keystone Construction o Project Update: Keystone continues construction of the lift station. Material submittals are continuing to be reviewed by UEG and city staff. Long lead items like electrical equipment are being reviewed, approved, and ordered as soon as possible to avoid and/or minimize project delays. Installation of the relocated gravity main to the lift station has begun. The gravity and force mains will cross the northbound lane of Fairlawn Avenue which will need to be closed for a period of time during this project. The timing of the crossing when a lane closure and detour will need to be in place will be coordinated to have the least impact on school and neighborhood traffic as possible. 3. FM 1518 Utility Relocations Project Description – Relocation of water and sewer utilities to avoid conflicts as part of the TxDOT FM 1518 Improvement Project. o Project Status: Construction o Projected Completion: The City’s utility relocation portion of the project is expected to be completed in the summer of 2025. o Project Cost: Design NTE $980,000, Construction Joint Bid $8,986,837/Aztec 16” Line $884,270 o Consultant: Halff Associates o Contractor: SER Construction Partners (TxDOT’s General Contractor)/Qro Mex Construction (Aztec 16” Line) Project Update: SER continues the installation of water and sewer as part of the joint bid work. CC Carlton and Capital Excavation are working to complete water line installations from the Founders School to the south limits of Crossvine. Once this is installed, SER can complete the abandonment of the old 12” water line along this section of FM 1518. Qro Mex has completed the 16” water line installation and is now making the tie-ins at FM 1518 and FM 78. 4. Corbett Ground Storage Tank Project Description – Construction of a new 3-million-gallon Ground Storage Tank (GST). The GST will be used to fill the existing Corbett Elevated Storage Tank and provide additional water storage capacity. This new GST will receive water directly from the Schertz Seguin Local Government Corporation. o Project Status: Construction Phase o Projected Completion: Fall 2025 o Project Cost: Design $466,265, Construction $7,360,054 o Consultant: Unintech Consulting Engineers o Contractor: Pesado Construction Co. Project Update: Pesado has completed the duct banks for the generator and electrical building pads. They are now working on getting these pads installed. Once complete crews will work on underground piping and coordination for pump installation. 5. Water Loop Lines Project Description – Install 12” water main lines to provide a looped distribution system from Ware Seguin to Lower Seguin and Pfeil Road to N Graytown Road. o Project Status: Design o Projected Completion: Spring 2026 o Project Cost: Design NTE $200,000, Construction Estimate $4,400,000 Project Update: Negotiation for needed easements for the project is underway. Based on the success of the negotiations, it is possible that line alignment may be altered. It is also possible that the City will need to use the eminent domain process to acquire some easement area. Staff will do everything possible to avoid that scenario, but Council should be aware that if realignment and negotiation efforts ultimately prove unsuccessful, it may be the recommended course of action. Once all easements have been acquired the project will be bid and proceed into construction. 6. IH 35 NEX-North Utility Relocations Project Description – Relocation of water and sewer utilities to avoid conflicts as part of the TxDOT IH 35 NEX project. o Project Status: Design o Projected Completion: Joint Bid Construction is planned for End of 2026 o Project Cost: Design & Easement Acquisition Services - $1,250,000 o Consultant: Halff Associates Project Update: No significant change from previous update - Halff is continuing completion of the sewer design of the project. This will be bid separately from the water relocations which will be joint bid with the highway construction efforts. Halff is working to secure the necessary easements for the sewer installation. Once all easements have been acquired the project will be bid and proceed to construction. Staff has also been working with TXDOT and the utility coordinators to complete the relocation agreements that need to be in place for the City to be reimbursed by TxDOT for these relocations. 7. Robin Hood Way Waterline Replacement Project Description – Replacement and upsizing of water line in Robin Hood Way, Sherlock Lane, and Nottingshire. The main replacement is to increase flows in the area, particularly to meet fire flow requirements. The project also includes street resurfacing and rehabilitation work that was previously removed from the SPAM project. o Project Status: Design o Projected Completion: Fall 2025 o Project Cost: $5,350,000 o Consultant: Kimley- Horn & Associates Project Update: The majority of the street design work was completed with the SPAM project effort. There is a portion of Robin Hood Way that needs to be reconstructed instead of just rehabilitated. Council recently approved the Task Order to do the water line design and to modify the design to reconstruct a portion of Robin Hood Way. The consultant has begun work on the Task Order. Street Projects: 1. Main Street Improvements Project Project Description – The project will improve sidewalks, provide street lighting, way-finding signage, landscaping, utility relocations, and architectural elements such as decorative concrete, decorative lighting, screening, and area signage. This project will also replace aging water and sanitary sewer mains and reconstruct the street with a new, stronger pavement section. Additionally, Lindbergh between Main and Exchange will be reconstructed. o Project Status: Design o Projected Completion: Fall 2027 o Project Cost: Design NTE $2,173,905, Construction $24,600,000 o Consultant: Kimley- Horn Associates Project Update: We’re still waiting on the 60% plans form GVEC. Our consultant is continuing to refine the final plans for the project. They are exploring some modifications to the monument sign on 1st Street to accommodate the power pole and needed guy wires close to the railroad tracks. The modifications will be presented to the Main Street Committee in the near future. Staff participated in a Community Impact News interview to discuss the project. 2. Lookout Road Reconstruction Project Description – The project involves reconstruction of Lookout Road from Schertz Parkway to Doerr Lane. A traffic signal at the Lookout Road/Schertz Parkway intersection will also be installed. The project also includes the replacement and upsizing the existing sanitary sewer main in Lookout Road from Doerr Lane to Schertz Parkway. o Project Status: Design o Projected Completion: January 2026 o Project Cost: Design $571,000 ($20,000 from Selma), Construction estimate $6,738,092 ($100,000 from Selma) o Design Consultant: Halff Associates Project Update: A Task Order for right-of-way acquisition will be presented to Council for approval in March. CPS is working on their relocation plans to address conflicts in the project area. Staff anticipates construction will begin summer 2025. 3. Lower Seguin Road Reconstruction Project Description – The project includes the development of a preliminary design and secure environmental clearance for a 2.9-mile segment of Lower Seguin Road to widen and improve the street to the section identified in the Master Thoroughfare Plan. The results of this project will be used to acquire needed right-of-way; develop final construction plans; and secure federal funding to assist with construction costs. o Project Status: Design o Projected Completion: January 2027 o Project Cost: $18,200,000 o Consultant: Halff & Associates Project Update: The consultant is finishing up the preliminary design for the project. Environmental clearance work is progressing. Recently, Council approved a Task Order to complete the final design and right-of-way acquisition for the project. As the preliminary design wraps up, the consultant will start the final design, while the environmental clearance is still on-going. The goal is to have the project “shovel ready” by June of this year in order to apply for the DCIP funding for construction. 4. 2024 SPAM Resurfacing and Rehabilitation Project Description – The project includes the performance of prep work (base repairs, crack sealing, level up, etc.) and application of a slurry seal to the surface of various streets in the City. Work on other streets includes removal of existing asphalt surface; cement stabilization of base material; and application of a new layer of asphalt on street surface for other various City streets. PCI data was used to select the streets in the project. o Project Status: Design and Construction o Projected Completion: Summer 2025 o Project Cost: $3,220,000 (estimated total) o Design Consultant: Kimley-Horn Associates o Contractor: R.L. Jones LP (Resurfacing Project) Project Update: The base repairs, asphalt level up, and concrete repairs for the project have been mostly completed. Inclement weather has caused some minor delays in getting some of the prep work completed. The base repairs on Schertz Parkway were started int he last week of February and will be completed in early March. The contractor has also started crack sealing in the project areas. The slurry seal is expected to be applied in early April. 5. Buffalo Valley South Resurfacing and Rehabilitation and Utility Replacements Project Description – Water and sanitary sewer main replacements and street rehabilitation of Buffalo Valley South, specifically Mill Street, 1st St, 2nd St, Bowman St, Lee St, Church St, Zuehl St, and Wuest. PCI data was used to select the streets in the project. Project will be funded with a combination of SPAM funding (for the street rehabilitation) and ARP funding for the utility replacement. o Project Status: Construction o Projected Completion: Design Summer 2024; Construction Fall 2025 o Project Cost: $5,300,000 (estimated total) o Design Consultant: Unintech Consulting Engineering o Contractor: E-Z Bel Construction, LLC Project Update: Construction will begin on March 17th. Staff has distributed fliers to all the residents and businesses in the project area explaining the project and informing them on the start date. The contractor will also re-notify everyone in the project area right before construction starts. 6. Boenig Drive Reconstruction Project Description – Reconstruction of Boenig Drive between Ware Seguin Road and Graytown Road. The reconstruction includes reconfiguration of the intersection with Ware Seguin Road to improve efficiencies and eliminate having two street intersections side-by side on Ware Seguin Road. o Project Status: Design o Projected Completion: Winter 2025 o Project Cost: $3,240,000 o Consultant: Unintech Consulting Engineers, Inc. Project Update: The consultant has just begun the project design. Parks & Recreation Projects: 1. Schertz Soccer Complex Irrigation Water Storage Project Project Description – Upgrading electrical components, upsizing well pump and piping, and adding storage capacity for irrigation of the Schertz Soccer Complex. o Project Status: Bidding Phase III o Projected Completion: Summer 2025 o Project Cost: $107,036.90 o Consultant: Unintech Engineering o Contractor: TBD Project Update: The project was put back out to bid and received one qualified bid. The bid will be presented to council for approval at a future meeting in March. 2. Schertz Soccer Complex Lighting Project Project Description – Adding lights and accompanying infrastructure to Fields 3-12. Replacing metal halide lighting on Fields 1 and 2 with upgraded LED lighting for energy efficiency and color consistency. o Project Status: Construction o Projected Completion: Spring 2025 o Project Cost: $1,843,000 (estimated total) o Contractor: Musco Lighting w/subcontractor Master’s Electrical Project Update: Project completion has been delayed to weather. The lights are scheduled to be turned on February 26 for testing. The fields will still open for games on March 1. Ribbon cutting date in late March TBD. I.T. Projects: 1. Asset Management- Work Order System – Open Gov Project Description- Replace the current work order and asset management systems o Project Status: In progress o Projected Completion: Fall 2025 o Project Cost: Approximately $470,000 o Contractor: Open Gov Project Update: No change at this time. City staff is continuing to work on completing the assigned spreadsheets provided by OpenGov with asset information, workflow information, labor, resources, etc. This information will be built into the software system. There are weekly check-in sessions that occur on Fridays to ensure we stay on track with assignments given. Studies and Plans: 1. Water and Wastewater Master Plan Update and Impact Fee Study Project Description – Collect, review data from the City and provide updated data for the Land Use Plan, Water and Wastewater System Model, Master Plan, CIP, Water/Wastewater Impact Fees, and Flow monitoring. o Project Status: Study o Projected Completion: Spring 2025 o Project Cost: $500,000 o Consultant: Lockwood, Andrews & Newnam Project Update: A draft of the Water and Wastewater Master Plan, Land Use Assumptions (LUA), Capital Improvement Plan (CIP), and Impact Fee Update Report was provided to City Council in January as an informational item. Workshops and Hearings were held with the Capital Improvement Advisory Committee in January and comments are being drafted as a result of those meetings. Staff also had a presentation and conversation with the Schertz Economic Development Corporation Board to gather feedback to be shared with Council. Staff and LAN are putting together the CIAC comments and other feedback to present to Council. On March 4, 2025, a public hearing is scheduled for Council to hear and consider updates to the Water and Wastewater Master Plans which are a piece of this overall project. Another public hearing is scheduled on March 18, 2025, regarding the Land Use Assumptions, Capital Improvement Plans, and Impact Fee Updates. At the subsequent public hearing, Council will consider adoption of the LUA, Impact Fee CIP, and rates. TxDOT Roadway Projects: Note: If links do not work, please contact engineering@schertz.com 1. FM 1103 Improvement Project: Construction officially began in November 2022 and was originally expected to be complete in fall 2026. Minor progress is being made on the roadway while utility relocation continues. General project updates are available by signing up at this link: FM 1103 Construction Newsletter 2. FM 1518 Improvement Project: SER Construction, LLC, formally began construction on April 9, 2024. The contractor has leased property owned by the City on Schaefer Road to stage construction activities. The first few months of the project will be mainly underground utility construction and will mostly take place outside travel lanes. While there may be some delays, major traffic disruptions should not be experienced much during this phase of the project. The project is currently anticipated to be completed in 2028. Updates regarding the FM 1518 project are available by visiting and subscribing at the following link: FM 1518 Expansion 3. IH-35 NEX (I-410 South to FM 1103): The central segment of the I-35 Northeast Expansion project continues with Alamo NEX Construction handling the design-build project. The central section runs from 410 N to FM 3009. Utility coordination work for the northern segment of the project is underway. TxDOT consultants have met with Public Works and Engineering Staff to begin establishing relocation needs. The City will be reimbursed for the costs of all relocations needed except for any upsizing or improvements above current conditions. Updates about the project can be obtained by signing up at the following link: I 35 NEX Project Updates 4. IH-10 Graytown Road to Guadalupe County Line: Work for the widening of the main lanes and utility relocations continues. Work on the FM 1518 bridge over IH 10 continues and will involve numerous episodes of the rerouting of traffic including shifting lanes and detours as necessary. Updates regarding the IH 10 project are available by signing up at the following link: IH 10 Expansion Information