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2024-01-31 Final PacketN0110E 01= MEETING—1/31/2024 January 31, 2024 MEETING MINUTES OF CALHOUN COUNTY COMMISSIONERS' COURT MET IN A REGULAR MEETING AT 10:00 A.M. IN THE COMMISSIONERS' COURTROOM IN THE COUNTY COURTHOUSE AT 211 S. ANN STREET SUITE 104 PORT LAVACA, CALHOUN COUNTY, TEXAS. THE FOLLOWING MEMBERS WERE PRESENT: Richard Meyer David Hall Vern Lyssy Joel Behrens Gary Reese Anna Goodman By: Kaddie Smith The subject matter of such meeting is as follows: 1. Call meeting to order. County]udge Commissioner Pct 1 Commissioner Pct 2 Commissioner Pct 3 Commissioner Pct 4 County Clerk Deputy Clerk Meeting was called to order at loam by Richard Meyer 2. Invocation. Commissioner David Hall 3. Pledges of Allegiance. US Flag: Commissioner Gary Reese Texas Flag: Commissioner Vern Lyssy 4. General Discussion of Public Matters and Public Participation. n/a 5. Hear report from Memorial Medical Center. pass Page 1 of 5 N0110E OF MEETING 1/31/2024 6. Consider and take action to accept two donations from Russell Cain for a Therapy Chair for Calhoun County EMS in the amount totaling $2,999.00. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 7. Consider and take necessary action to accept the Interlocal Agreement with the City of Port Lavaca for the VEDC Regional Partnership and authorize the County Judge to sign all documentation. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: David Hall, Commissioner Pct 1 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 8. Consider and take necessary action to approve the Specifications and Contract Documents for Bid Number 2024.04 Recycle Waste Transfer Station Project for Calhoun County, Texas and to authorize G & W Engineers, Inc. and the County Auditor to advertise for bids. A pre -bid meeting shall be held at 10:00 am, Thursday, February 15th, 2024 at the Commissioner's Courtroom. Sealed Bids are scheduled to be due before 2:00:00 pm, Tuesday, March 12, 2024 at the County Judge's Office. (VL) Scott Mason with G&W explained the sprecifications. RESULT: APPROVED [UNANIMOUS] 'MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judcle Meyer, Commissioner Hall, Lyssy, Behrens, Reese 9. Consider and take necessary action to approve Third Extension of Interlocal Agreement Between Calhoun County Guadalupe -Bianco River Authority and authorize Judge Meyer to sign all documents. (GDR) RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: ' Joel Behrens, Commissioner Pct 3 AYES: judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 2 of 5 NO] ICE OF MEETING — 1/31/2024 10. Enter Continuing Education hours for County Clerk, Anna Goodman, into the official record. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 11. Consider and take necessary action to accept anonymous donation to the Sheriffs Office to be deposited into the Motivation account (2697-001-49082-679) in the amount of $75.00. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 12. Consider and take necessary action to approve the preliminary Plat of the replat of Lots 7 & 8 Block 87 of the Port O'Connor Townsite. (GDR) Henry Danysh explained the preliminary plat. Commissioner Reese suggested changes that would need to reflect on final plat. RESULT:APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 13. Consider and take necessary action to authorize 51) Traveling Tavern to sell alcohol during the POC Champions Cup BBQ Cook -off March 8-9, 2024 at the Port O'Connor Community Center. (GDR) Commissioner Reese approved upon the receipt of insurance policy from SD. RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 3 of 5 NOTICE OF MEETING-1/31/2024 14. Consider and take necessary action to approve a resolution expressing our support to provide parents with school choice options for the education of their students in K — 12 in Calhoun County. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 15. Accept Monthly Reports from the following County Offices: i. District Clerk — November 2023 — First Revised RESULT: APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: David Hall, Commissioner Pct 1 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 15. Consider and take necessary action on any necessary budget adjustments. (RHM) 2023 RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens,Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 2024 RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 4 of 5 NOTICE OF MEETING — 1/31/2024 17. Approval of bills and payroll. (RHM) MMC Bills RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese County Bills 2023 RESULT: APPROVED [UNANIMOUS] MOVER: David Hail, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese County Bills 2024 RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Adjourned 10:19am Page 5 of 5 CALHOUN COUNTYpc�� ®1�I1�1[ISSI7ON ERS' c�®�JRT PACKET COSHEET All Agenda Items Properly Numbered Contracts Completed and Signed All 1295's Flagged for Acceptance (number of 1295's ) All Documents for Clerk Signature Flagged (All documents needing to be attested to need to be signed day of Commissioner's Court.) On this 69,, day of r 2024, the packet for the -914* day of 2024 Commissioners' Court Regular Session w s submitte from the Calhoun County Judge's office to the Calhoun County Cl rk's Office. . i � Calhoun County Judge/Assistant AGENDA N�1fl(;EO1 1V11 L TING— I10112024 Richard H. Meyer County judge David Hall, Commissioner, Precinct 1 Vern Lyssy, Commissioner, Precinct 2 Joel ]Behrens, Commissioner, Precinct 3 Cary Reese, Commissioner, Precinct 4 NOTICE OF MEETING The on Conannissiers' Conan Calhoun oiC � _on County, "Texas will meet on Wednesday, January 31, 2024 at 10:00 a.m. in the Commissioners' Courtroom in the County Courthouse at 211 S. Ann Street, Suite 104, Port ]Lavaca, Calhoun County, Texas. AGENDA The subject matter of such meeting is as follows: AT FILED CK CLOM Call meeting to order. JAN 2 6 2D24 Invocation. oY�C4,LfflH'&1&UNTY, TEXAS Pledges of Allegiance. DEPUTY General Discussion of Public Matters and Public Participation. 5''�. Hear report from Memorial Medical Center. Consider and take action to accept two donations from Russell Cain for a Therapy Chair for Calhoun County EMS in the amount totaling $2,999.00. (RHM) / `f. Consider and take necessary action to accept the Interlocal Agreement with the City of Port Lavaca for the VEDC Regional Partnership and authorize the County Judge to sign all documentation. (RHM) 46/. Consider and take necessary action to approve the Specifications and Contract Documents for Bid Number 2024.04 Recycle Waste Transfer Station Project for Calhoun County, Texas and to authorize G & W Engineers, Inc. and the County Auditor to advertise for bids. A pre -bid meeting shall be held at 10:00 am, Thursday, February 15th, 2024 at the Commissioner's Courtroom. Sealed Bids are scheduled to be due before 2:00:00 pm, Tuesday, March 12, 2024 at the County Judge's Office. (VL) 9. Consider and take necessary action to approve Third Extension of Interlocal Agreement Between Calhoun County Guadalupe -Bianco River Authority and authorize Judge Meyer to sign all documents. (GDR) Page i of 2 NOTICE OF MEETING— 1/31/2024 r0. Enter Continuing Education hours for County Clerk, Anna Goodman, into the official record. (RHM) rie Consider and take necessary action to accept anonymous donation to the Sheriff's Office to be deposited into the Motivation account (2697-001-49082-679) in the amount Hof $75.00. (RHM) 72. Consider and take necessary action to approve the preliminary Plat of the replat of Lots 7 & 8 Block 87 of the Port O'Connor Townsite. (GDR) Consider and take necessary action to authorize 5D Traveling Tavern to sell alcohol during the POC Champions Cup BBQ Cook -off March 8-9, 2024 at the Port O'Connor Community Center. (GDR) 14. Consider and take necessary action to approve a resolution expressing our support to provide parents with school choice options for the education of their students in K — 12 in Calhoun County. (RHM) 15. Accept Monthly Reports from the following County Offices: T hlDistrict Clerk — November 2023 — First Revised r� 16. Consider and take necessary action on any necessary budget adjustments. (RHM) i7. Approval of bills and payroll. (RHM) Richard H. Meyer, Cou( Calhoun County, Texas A copy of this Notice has been placed on the outside bulletin board of the Calhoun County Courthouse, 211 South Ann Street, Port Lavaca, Texas, which is readily accessible to the general public at all times. This Notice shall remain posted continuously for at least 72 hours preceding the scheduled meeting time. For your convenience, you may visit the county's website at www.calhouncotx.org under "Commissioners' Court Agenda" for any official court postings. Page 2 of 2 # 04 NOTICE OF MEETING- 1/31/2024 January 31, 2024 MEETING MINUTES OF CALHOUN COUNTY COMMISSIONERS' COURT MET IN A REGULAR MEETING AT 10:00 A.M. IN THE COMMISSIONERS' COURTROOM IN THE COUNTY COURTHOUSE AT 211 S. ANN STREET SUITE 104 PORT LAVACA, CALHOUN COUNTY, TEXAS. THE FOLLOWING MEMBERS WERE PRESENT: Richard Meyer David Hall Vern Lyssy Joel Behrens Gary Reese Anna Goodman By: Kaddie Smith The subject matter of such meeting is as follows: 1. Call meeting to order. County Judge Commissioner Pct 1 Commissioner Pct 2 Commissioner Pct 3 Commissioner Pct 4 County Clerk Deputy Clerk Meeting was called to order at loam by Richard Meyer 2. Invocation. Commissioner David Hall 3. Pledges of Allegiance. US Flag: Commissioner Gary Reese Texas Flag: Commissioner Vern Lyssy 4. General Discussion of Public Matters and Public Participation. n/a Page 1 of 14 # 05 NOTICE OF MEETING — 1./3'l/2024 5. Hear report from Memorial Medical Center. F Page 2 of 14 Ulf --Loll NOTICE Of MEETING — 1/31./2024 6. Consider and take action to accept two donations from Russell Cain for a Therapy Chair for Calhoun County EMS in the amount totaling $2,999.00. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens; Reese Page 3 of 14 Mae Belle Cassel From: Donna.Hall@calhouncotx.org (Donna Hall) <Donna.Hall@calhouncotx.org> Sent: Monday, January 22, 2024 2:39 PM To: Mae Belle Cassel; Dustin Jenkins; Erika Rojas Subject: Donation for Therapy Chair from Russell Cain Attachments: Russell Cain -Therapy Chair_20240122_$2,999.00.pdf Mae Belle, Please add the following on the next Commissioners Court Agenda: Consider and take action to accept two donations from Russell Cain for a Therapy Chair for Calhoun Co EMS in the amount totaling $2,999.00. Attached is a copy of checks and corresponding paperwork. Respectfully, Donna Hall Admin Asst Calhoun Co EMS 361-552-1140 Donna Hall Admin Asst Calhoun Co EMS Calhoun County Texas THE'FACE OF THIS 'DOCUMENT -HAS ACOLORED. BACKGROUND. ON.WHIMPAPER %_ First National Bank In Port Lavaca 88-2316/1131 236106 FNi Lavaca, Drawer 7 Port Lavaca, TX 77979 B wMl (361)552-6726 DATE 01/19/2024 � The Bank that's Good as Gold PAY ORDER R OF THE CALHOUN COUNTY $ 1,500.00 O ORD III DOLLARS rrrr rrrr r rn rrrr pgIPP OX[ CONNR IIY[ ifRO I[PO VWOp ifRO 1[RO a�1 ^n�. �cl' U"CETO CVswmtR The b elre.e al an Intlemnny Bentl will be rsquv.J Wl.re uny nllkinl.Xeei el 2 µlr n wil a MEMO REMITTER RUSSELL CAIN AUTHORIZED SIGNATURE J FFirst National Bank In Port Lavaca a6-2316/1131 236051 N 1 B P.O. Drawer 7 Port Lavaca, TX 77979 (361) 552-6726 DATE 01(05/2024 0 The Bank that's Good as Gold PAD TO THE ORDER OF CALHOUN COUNTY $ 1,499.00 cl aA- :` DOLLARS e iooe awl iME rmron rzxo nxn .or ie R�nLna Me eim il�n 1 14 I eJ IIO�CP T. CWOWn n,rl Mli Ler xolieJ l�elur eeR of ore leaf ne ew , n.r a MEMO n,JlnaeJ er, nn. REMITTER RUSSELL CAIN AUTHORIZED SIGNATURE i Date Rec'd Current Payor Patient Name Descrlpt. CheckDate Check# Amount 1/5/2024Russell Cain Donation for Therapy Chair Check 1/5/2024 236051 $1,499.00 1/22/2024Russell Cain Donation for Therapy Chair lCheck 1 1/19/2024 236106 $1,500.00 $2,999.00 # 07 NOTICE 01- MEETING -.. 1/31/2024 7. Consider and take necessary action to accept the Interlocal Agreement with the City of Port Lavaca for the VEDC Regional Partnership and authorize the County Judge to sign all documentation. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: David Hall, Commissioner Pct 1 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 4 of 14 INTERLOCAL COOPERATION AGREEMENT BETWEEN CITY OF PORT LAVACA, TEXAS AND CALHOUN COUNTY, TEXAS FOR ECONOMIC DEVELOPMENT SERVICES This Interlocal Cooperation Agreement is made and entered into effective January 1, 2024 through December 31, 2026, between the City of Port Lavaca (hereinafter "City"), a home rule city of the State of Texas, Calhoun County, Texas, a political subdivision of the State of Texas (hereinafter "County"). Article I - Purpose On the 4e ay Of 794 µmy County entered into an agreement for economic development services with the Victoria Economic Development Corporation ("VEDC"). The Agreement is attached hereto and incorporated herein for all purposes as Exhibit "A". It is the desire of the City to assist with the payment for those services and receive the benefit of its own economic development services for inquiries that are located within the boundaries of the City and/or the jurisdictional boundaries of Calhoun county, that may benefit the City. In exchange for the County contracting for economic development services and sharing those services with the City as further described in the Agreement between VEDC and the County, the City shall pay the County the sum of $25,000.00 on or before March 1, 2024. Article II - Authority This Agreement is entered into by the parties hereto pursuant to the Texas Interlocal Cooperation Act, Chapter 791 of the Texas Government Code. This Agreement shall be governed by and subject to the laws ofthe State of Texas. Any ofthe terms and conditions ofthis Agreement are subject to and shall be construed in accordance with the construction of the Texas Interlocal Cooperation Act recited hereinabove. Page 1 of 2 Article III - Term The term of this Agreement shall be effective January 1, 2024 through December 31, 2026. Article IV - Miscellaneous Provisions This Agreement constitutes the entire agreement between the County and City and supersedes any prior understandings or written or oral agreements between the parties respecting the subject matter of this Agreement. No amendment, modifications, or alteration of the terms of this Agreement shall be binding unless it is in writing, dated subsequent to the date of this Agreement, and duly executed by the parties to this Agreement. The parties mutually agree and understand that funding under this Agreement is subject to annual appropriations by the City Council and that each fiscal year's funding must be included in the budget for that year and is not effective until so approved by the City Council. This Agreement shall be binding upon and inure to the benefits of the parties hereto, their respective successors and assigns. EXECUTED IN DUPLICATE ORIGINALS, retained by each party hereto, effective on January 1, 2027. CALHO COUNTY, TEXAS By: 44 Richard Meyer, County Judge Date of Meeting Approved: CI OF PORT LAVAXAS By: Whitlow, Mayor Date of Meeting Approved: 0 2- / 2 - ,Z d 2 f Page 2 of 2 AGREEMENT BETWEEN VICTORIA ECONOMIC DEVELOPMENT CORPORATION AND CALHOUN COUNTY, TEXAS FY 2024: $50,000.00 This Agreement ("Agreement") is entered into effective on the _day of January, 2024 by and between Victoria Economic Development Corporation ("VEDC'), a Texas nonprofit corporation, acting by and through its duly authorized President and Calhoun County, Texas ("Calhoun County"), acting by and through its duly authorized County Judge. VEDC was incorporated underthe Texas Non -Profit Corporation Act, in orderto stimulate, promote and develop business, industrial and manufacturing enterprises, and to promote and encourage adequate employment opportunities for the anticipated population growth in Victoria County, but has since grown to include regional economic development which includes the Calhoun-Goliad-Jackson County Region; Calhoun County, which shall specifically includethe entire jurisdictional boundaries of the Calhoun county, specifically including within the boundaries of the City of Port Lavaca, seeks to facilitate the recruitment of business, industrial and manufacturing enterprises to expand the tax base and employment base of the Calhoun County and the surrounding area; and VEDC is willing, in exchange for the consideration herein provided, to provide, or cause to be provided, the services desired by Calhoun County which are intended to expand the tax base and employment base of the Victoria-Calhoun-Goliad-Jackson County Region and the surrounding area; THEREFORE, in consideration of the premises and covenants herein contained, Calhoun County and VEDC agree as follows: 1. Services. Calhoun County engages VEDC to facilitate the recruitment and retention of business, industrial and manufacturing enterprises to Calhoun County and render the services herein described. VEDC accepts such engagement and shall discharge such duties in accordance with the terms and conditions herein set forth. 2. Independent Contractor. VEDC is engaged as an independent contractor and is not an officer, agent or employee of Calhoun County in regard to the operations and actions of VEDC. VEDC shall select and employ such persons as it may deem necessary to fulfill its obligations and responsibilities under the Agreement. Said persons shall be at all times employees of VEDC and shall not be officers, agents or employees of Calhoun County. Calhoun County shall not manage, direct, supervise or discharge said persons or direct them in the performance of their duties for VEDC under this Agreement. 3. Operation. VEDC shall participate in and encourage the recruitment of new business enterprises to the Victoria-Calhoun-Goliad-Jackson County region. Page 1 of 3 4. VEDC shall perform among others, the following services: a. VEDC shall prepare an updated marketing plan each year that will encourage and stimulate industrial and commercial development that will create new primaryjob opportunities for the region; b. Market the Victoria-Calhoun-Goliad-Jackson County region to potential industrial projects that have the capability to add new primary jobs to the region; C. Act as the liaison between potential clients and Calhoun County. d. Work in an advisory capacity with Calhoun County and its consultants for any governmental agencies that will be necessary to complete the project including local, state and federal organizations; and e. Respond to business inquiries, from the Governor's Office as well as site location consultants and company representatives regarding projects that have potential to use regional assets and will create new investment and primaryjob opportunities. 5. Revenue. Calhoun County agrees to pay VEDC the sum of $50,000.00 per year for providing the services described. The sum shall be paid in full on or before March 1st, of each calendar year. 6. Ability to Contract with Others. Nothing in this Agreement shall in anyway limit either party from contracting with other persons or organizations for similar services. 7. Board of Directors. During the term of this Agreement, the County Judge or his designee shall be a member of VEDC's Board of Directors who shall have the right to attend, participate, and vote in all meetings of the VECD Board of Directors. S. Calhoun County has on a similar date entered into an Interlocal Agreement with the City of Port Lavaca for economic development services that are encompassed in this Agreement. For such services, the City of Port Lavaca is paying Calhoun County for fifty percent (50%) of the fee paid herein. As such, Calhoun County authorizes VEDC to share any of the information contracted for herein to the City of Port Lavaca City Manager who shall be bound with the same confidentiality as Calhoun County. Additionally, Calhoun County may share information it confidentially receives to the City Manager for the City of Port Lavaca. Further, County agrees that for certain subject matters of particular interest to the City of Port Lavaca, such as retail, fast food and housing, the County authorizes VEDC to communicate directly with City of Port Lavaca regarding those matters. 9. In response to this formal agreement, VEDC re -branded their marketing initiatives as VEDC Regional Partnership; a name and logo reflecting the multiple county program of work. 10. Termination. It is understood and agreed that either party may terminate this Agreement by giving the other party notice in writing at least 30 days in advance of the first day of a calendar Page 2 of 3 quarterly period. Such termination shall become effective at the end of the calendar quarterly period following such notice. 11. Notices. All written notices must be made by certified mail, return receipt requested, and shall beaddressed to theapplicable parties, or theirsuccessor in office, at the following addresses: Jonas Titas, CEcD Judge Richard Meyer Victoria Economic Development Calhoun County, Texas Corporation 2115 Anne Street, Ste. 301 101 W. Goodwin Avenue, Suite 322 Port Lavaca, Texas 77979 Victoria, Texas 77901 Term. The term of this Agreement shall be from January 1, 2024 to December 31, 2026, unless sooner terminated or extended in writing. Victoria Economic Development Corporation Jonas.-Ti as, resident Page 3 of 3 Calhoun Go ly, Texas By: _ Richard Meyer, County Ju e NOTICE OF MEETING — 1/31/2024 8. Consider and take necessary action to approve the Specifications and Contract Documents for Bid Number 2024.04 Recycle Waste Transfer Station Project for Calhoun County, Texas and to authorize G & W Engineers, Inc. and the County Auditor to advertise for bids. A pre -bid meeting shall be held at 10:00 am, Thursday, February 15th, 2024 at the Commissioner's Courtroom. Sealed Bids are scheduled to be due before 2:00:00 pm, Tuesday, March 12, 2024 at the County Judge's Office. (VL) Scott Mason with G&W explained the sprecifications. RESULT: APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: Joey Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 5 of 14 Mae Belle Cassel From: vern.lyssy@calhouncotx.org (vern lyssy) <vern.lyssy@calhouncotx.org> Sent: Wednesday, January 24, 2024 9:02 AM To: MaeBelle.cassel@calhouncotx.org Subject: FW: Request for Agenda Item - Recycle Transfer Station Attachments: 5310.023 FINAL DATE SCHEDULE - Recycle Waste Transfer Station Project 01-23-24.pdf; 5310.023 Recycle Transfer Station - CD - For Bidding 012324.pdf; 5310.023 Recycle Transfer Station - CID - For Bidding 012324.pdf; agenda item.pdf Importance: High MaeBelle, can you put this on next week's agenda. Thanks Vern Lyssy From: smason@gwengineers.com [mailto:smason@gwengineers.comj Sent: Tuesday, January 23, 2024 5:48 PM To: 'Commissioner Vern Lyssy' <vern.lyssy@calhouncotx.org> Cc:'Arnold Hayden' <Arnold.Hayden@calhouncotx.org>;'demi.cabrera' <demi.cabrera@calhouncotx.org>;'Glynis King' <gking@gwengineers.com>; Lesa.Jurek@calhouncotx.org Subject: Request for Agenda Item - Recycle Transfer Station Importance: High CAUTION: This emailoriginated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is, safe. Vern, Good afternoon! We are finally ready to move forward with the Transfer Station. The first step is we need to get an agenda item on court to approve the bid package. We are requesting the following to be placed on the agenda (modify as you see necessary). A note to everyone: we intend for the addendum to be standard procedure and we will bring it to court to be approved so that way it is in the records. • Consider and take necessary action to approve the Specifications and Contract Documents for Bid Number 2024.04 Recycle Waste Transfer Station Project for Calhoun County, Texas and to authorize G & W Engineers, Inc. and the County Auditor to advertise forbids. A pre -bid meeting shall be held at 10:00 am, Thursday, February 15th, 2024 at the Commissioner's Courtroom. Sealed Bids are scheduled to be due before 2:00:00 pm, Tuesday, March 12, 2024 at the County Judge's Office. The updated schedule is attached to the email. This is final. Only thing that can change is if we need to extend the bid opening date due to an addendum. But I don't anticipate this. 1 Vern Lyssy Calhoun County Commissioner, Precinct #2 5812 FM 1090 " ' a � '� - (361) 552-9656 Port Lavaca, TX 77979 Fax (361) 553-6664 Consider and take necessary action to approve the Specifications and Contract Documents for Bid Number 2024.04 Recycle Waste Transfer Station Project for Calhoun County, Texas and to authorize G & W Engineers, Inc. and the County Auditor to advertise forbids. A pre -bid meeting shall be held at 10;00 am, Thursday, February 15th, 2024 at the Commissioner's Courtroom. Sealed Bids are scheduled to be due before 2:00:00 pm, Tuesday, March 12, 2024 at the County Judge's Office. Vern Lyssy ZZ 4�-- CONTRACT DOCUMENTS FOR THE BID NUMBER 2024.04 RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS JANUARY 2024 G&W ENGINEERS INC. 205 W. Live Oak • Port Lavaca, TX 77979 • 361-552-4509 CONTRACT DOCUMENTS FORTH E BID NUMBER 2024.04 RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS JANUARY 2024 Prepared by: G & W ENGINEERS, INC. 205 WEST LIVE OAK PORT LAVACA, TEXAS 77979 (361) 552-4509 Approved By: SCOIT P. MASON 0 G & W Engineers, Inc. v /,r5cott P. Mason, P.E. Texas Registered Engineering Firm F-04188 Texas Serial No. 127893 Project No. 5310.023 Date: U j, 2 5. Z � FORMS AND CONDITIONS FOR BID DOCUMENTS/CONSTRUCTION CONTRACTS I. Advertisement and Invitation for Bids 2. Instruction to Bidders for Construction 3. Bid Form 4. Specification Notes 5. Bid Bond 6. Statement of Bidder's Qualifications 7. Affidavit 8. Certification of Bidder Regarding Civil Rights Laws and Regulations 9. Conflicts of Interest — Compliance with Copeland "Anti -Kickback" Act 10. Certification Regarding Debarment & Suspension and other Responsibility Matters 11. Certification Regarding Lobbying 12. Disclosure of Lobbying Activities and Instructions 13. House Bill 89 Verification Form 14. Residence Certificate 15. Section 504 Certification 16. System of Award Management (Sam.gov) 17. Certificate of Interested Parties - 1295 Form 18. Equal Opportunity Guidelines for Construction Contractors 19. Standard Form of Agreement (Construction Contract Agreement Form) 20. Corporate Certifications 21. General Contract Conditions 22. Calhoun County, Texas General Conditions 23. Attorney's Review Certification 24. Payment Bond 25. Performance Bond 26. Certificate of Liability Insurance 27. Technical Specifications *Items 3-16 are to be provided to and/or completed by all bidders and included with submission of bid. Please provide one (1) USB flash drive and one (1) original and four (4) copies of the complete bid schedule and required forms. Advertisement and Invitation to Bids Notice is hereby given that the Commissioners Court of Calhoun County, Texas will receive bids for Bid Number 2024.04 - Recvcle Waste Transfer Station Proiect The Project consists of a new 5,250 SF Recycling Transfer Station Building. The structure will be a pre- engineered Metal building. The facility will have reinforced concrete foundation, various concrete (push) walls, grading of the site, drainage improvements, new limestone roadway pavement and concrete approach ramps. The Instructions for Bidders, Bid Form, Specifications, and other Contract Documents may be examined at G&W Engineers, Inc. at 205 W. Live Oak, Port Lavaca, TX 77979 and obtained from www.CivcastUSA.com. There is no charge to view or download the documents. Addendums and other announcements will be distributed via CivCastLISA to all plan holders. A Pre -Bid Conference will be held at 10:00 AM, Tuesday, February 15, 2024. Meeting location will start in the Commissioners Courtroom, Calhoun County Courthouse, 211 South Ann Street, 111 Floor, Suite 104, Port Lavaca, Texas 77979. Potential bidders are strongly urged to attend. Bidders must submit with their bid a bid bond, issued by an acceptable surety, or a certified check, payable to Calhoun County, in the amount of not less than five percent (5%) of the total bid submitted. Bids submitted without the required security will not be considered. All contractors and subcontractors must be cleared (not suspended or debarred) prior to any formal action authorizing the award of a contract to the contractor and for the duration of the project. Sealed Bids may be hand delivered or mailed to: Honorable Richard H. Meyer, County Judge Calhoun County Courthouse 211 South Ann Street 31 Floor, Suite 301 Port Lavaca, TX 77979 All bids must be delivered to the Office of the Calhoun County Judge in a sealed 9 x 12 or larger envelope and clearly marked on the outside of the envelope, or the UPS/FedEx/other Delivery Service envelope: Sealed Bid — Bid Number 2024.04 Recycle Waste Transfer Station Project. Sealed Bids consisting of one (1) USB flash drive and one (1) original and four (4) printed copies of the complete bid and required forms are DUE BEFORE 2:00:00 PM local time, THURSDAY MARCH 12, 2024 in the County Judge's office, Calhoun County Courthouse, 211 South Ann Street, 3`J Floor, Suite 301, Port Lavaca, Texas. At this time, all bids will be publicly opened and read aloud in the conference room located in the County Judge's office. It is the responsibility of the submitting bidder to ensure that their sealed bid is received in a timely manner. Calhoun County does not accept faxed or emailed bids. Calhoun County accepts no financial responsibility for any cost incurred by any bidder in the course of responding to the bid. Bids received after the date and time the bids are due will not be accepted and will be returned unopened, regardless of whether or not the delay was outside of the control of the submitting bidder. The cell phone in the County Judge's office or the cell phone of the County Auditor's Representative will be the official clock that shall be used in determining the time the bid is received and the 2:00:00 PM deadline. Calhoun County reserves the right to reject any or all bids or to waive any informalities in the bidding and to award to the responsible bidder submitting the best qualified acceptable bid who, in the opinion of Calhoun County, offers the bid in the best interest of the County. Bids may be held by Calhoun County for a period not to exceed thirty (30) days from the date of the bid opening for the purpose of reviewing the bids and investigating the bidder's qualifications prior to the contract award. The successful bidder will be required to purchase and furnish a Performance Bond and a Payment Bond, each in the full amount of the contract, written by a responsible surety company authorized to do business in the State of Texas, as required by Article 5160, V.A.T.C.S., as amended by H.B. 344, passed by the 56th Legislature, Regular Session, 1959. The successful bidder shall begin work on receipt of the Notice to Proceed and shall complete the work within the Contract Time. Work is subject to liquidated damages. Calhoun County, Texas is an Affirmative Action/Equal Opportunity Employer. The County does not discriminate on the basis of age, race, color, religion, sex, sexual orientation, gender identity, national origin, handicapped status or limited English proficiency in employment or the provision of services. Section 3 Residents, Minority Business Enterprises, Small Business Enterprises, Women Business Enterprises and Labor Surplus Area Firms are encouraged to submit bids. Candice Villarreal County Auditor Calhoun County, Texas INSTRUCTION TO BIDDERS FOR CONSTRUCTION The Calhoun County is hereby referred to as County. 1. Use of Separate Bid Forms These contract documents include a complete set of bid and contract forms which are for the convenience of the bidders and are not to be detached from the contract document, completed or executed. Separate bid forms are provided for your use. 2. Interpretations or Addenda No oral interpretations will be made to anv bidder. All ouestions about tha maaninn nr infonf of fho Pi Minn sivvuvcgrc no imer man z7uu nm February 22 2024. Such questions may be submitted on www,CivcastUSA.com Questions and Answers (Q&A). It is the Bidder's responsibility to verify receipt of such questions by the ENGINEER. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda and distributed via CivCastLISA to all plan holders. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or ENGINEER. Any oral and other interpretations or clarifications provided by ENGINEER or OWNER at the pre -bid meeting will be without legal effect until a formal written Addenda is issued by ENGINEER. 3. Inspection of Site Each bidder should visit the site of the proposed work and should become acquainted with the existing conditions and facilities, the difficulties and restrictions pertaining to the performance of the contract. The bidder should thoroughly examine and become familiar with the drawings, technical specifications and all other contract documents. The contractor by the execution of the contract shall in no way be relieved of any obligation under it due to failure to receive or examine any form or legal document or to visit the site or the conditions existing at the site. The County will be justified in rejecting any claim based on lack of inspection of the site prior to the bid. 4. Alternate bid items No alternate bids or bid items will be considered unless they are specifically requested by the bid proposal and/or technical specifications. 5. Bids a. All bids must be submitted on the forms provided and are subject to all requirements of the Contract Documents, including the Drawings. b. All bids must be regular in every respect and no interlineation, excisions or special conditions may be made or included by the bidder. C. Bid documents, including but not limited to the bid, the bid bond(s), the contractor's certifications, Certification of Bidder Regarding Civil Rights Laws and Regulations, Conflict of Interest Questionnaire, Affidavit, Certification Regarding Lobbying, and the Statement of the Bidder's Qualifications, shall be sealed in an envelope and clearly labeled with the words 'Bid Documents", the project number, name of bidder and the date and time of bid opening. d. The County may consider as irregular any bid on which there is an alteration of or departure from the bid form and, at its option, may reject any irregular bid. e. If a contract is awarded, it will be awarded to a responsible bidder on the basis of the lowest/best bid and the selected alternate bid items, if any. The contract will require the completion of the work in accordance with the contract documents. 6. Bid Modifications Prior to Bid Opening Any bidder may modify its bid by submitting a modification or supplemental bid at any time prior to the scheduled closing time for receipt of bids, provided such modification or supplemental bid is received by the locality prior to the closing time. The modification or supplemental bid should not reveal the original bid price but should provide only the addition, subtractions or other modifications to the original bid so that the final prices or terms will not be known by the locality until the sealed bid is open. 7. Bid Bond a. A bid bond in the amount of 5% of the bid issued by an acceptable surety shall be submitted with each bid. A certified check, payable to Calhoun County, may be submitted in lieu of the Bid Bond. b. The bid bond or its comparable, will be returned to the bidder as soon as practical after the opening of the bids. 8. Statement of Bidders Qualifications Each bidder shall submit on the form furnished for that purpose a statement of the bidder's qualifications. The County shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform its obligations under the contract, and the bidder shall furnish the County all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available data does not satisfy the County that the bidder is qualified to carry out properly the terms of the contract. 9. Unit Price The unit price for each of the several items in the bid shall include its pro rate share of overhead so that the sum of the products obtained by multiplying the quantity shown for each item by the unit price bid represents the total bid. Any bid not conforming to this requirement may be rejected as informal. Special attention is drawn to this condition, as the unit prices will be used to determine the amount of any change orders resulting from an increase or decrease in quantities. 10. Corrections Erasures or other corrections in the bid must be noted over the signature of the bidder. 11. Time for Receiving Bids Bids received prior to the advertised hour of opening shall be kept securely sealed. The officer appointed to open the bids shall decide when the specified time has arrived and no bid received thereafter will be considered. 12. Opening of Bids The County shall, at the time and place fixed for the opening of bids, open each bid and publicly read it aloud, irrespective of any irregularities therein. Bidders and other interested individuals may be present. 13. Withdrawal of Bids Bidder may withdraw the bid before the time fixed for the opening of bids, by communicating its purpose in writing to the County. Upon receipt of such notice, the unopened bid will be returned to the bidder. The bid guaranty of any bidder withdrawing his bid will be returned promptly. 14. Award of Contract/Reiection of Bids a. The contract will be awarded to the responsive, responsible Bidder submitting the lowest/best bid. The bidder selected will be notified at the earliest possible date. The locality reserves the right to reject any or all bids and to waive any informality in bids received where such rejection orwaiver is in its interest. b. The County reserves the right to consider as unqualified to do the work any bidder who does not habitually perform with his own forces the major portions of the work involved in construction of the improvements embraced in this contract. b. The County reserves the right to consider as unqualified to do the work any bidder who does not habitually perform with his own forces the major portions of the work involved in construction of the improvements embraced in this contract. a. Performance Bonds - Requires all prime contractors which enter into a formal contract in excess of $100,000 with the State, a county, or a municipality; a department, board, or agency of the state, a county, or a municipality; and a school district or a subdivision thereof, to obtain a Performance Bond in the amount of the contract before commencing with work b. Payment Bonds- Requires all prime contractors which enter into a formal contract with the State, a county, or a municipality; a department, board, or agency of the state, a county, or a municipality; and a school district or a subdivision thereof, to furnish to the governmental entity a payment bond in the amount of the contract. The payment bond must be filed within 30 days from the date of the Notice of Award: Municipalities: If the contract is in excess of $50,000, a payment bond is required. Counties: If the contract is in excess of $25,000, a payment bond is required. C. The failure of the successful bidder to execute the agreement and supply the required bonds within fifteen (15) business days from the date of the notice of award -or within such extended period as the locality may grant, shall constitute a default and the locality may, at its option either award the contract to the next lowest responsible bidder, or re -advertise for bids. In either case, the locality may charge against the bidder the difference between the amount of the bid, and the amount for which a contract is subsequently executed irrespective of whether this difference exceeds the amount of the bid bond. If a more favorable bid is received through re -advertisement, the defaulting bidder shall have no claim against the locality for a refund. 16. Waaes and Salaries — DBWR not applicable 17. Equal Employment Opportunity Attention is called to the requirements for ensuring that employees and applicants for employment are not discriminated against because of race, color, religion, sex, sexual identity, gender identity, or national origin, and other civil rights requirements. 18. Certification Reoardina Lobbying Contractors who apply or bid for an award of $100,000 or more shall provide the required certification that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer of employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 USC § 1352. M PROJECT NAME: Bid Number 2024.04 - Recycle Waste Transfer Station Pro'ect DUE DATE: hursda March 12 2024 before2:00:00 p.m NAME: BASE WORK SCOPE is Bids are invited for items and quantities of work generally as follows: a new 5,250 SF Recycling Transfer Station Building. The structure will be a pre-engineered Metal building. The facility will have reinforced concrete foundation, various concrete (push) walls, grading of the site, drainage improvements, new limestone roadway pavement and concrete approach ramps. Item Quantity Unit Unit Price Total Bid Price 1. Furnish all necessary equipment, 1 LS materials, and labor for mobilization, demobilization, barricades, and insurance. 2. Furnish all necessary equipment, 1 LS materials, and labor for the installation of the building foundation complete in place, included incorporated concrete push walls and in accordance with the drawings and specifications 3. Furnish all necessary equipment, 1 LS materials, and labor for the installation of the pre-engineered metal building, siding, gutter system, and roof in accordance with the drawings and specifications. This item includes any engineering cost/fees to receive stamped PEMB drawings from manufacturer. 4. Furnish all necessary equipment, 3,470 SF materials, and labor for the installation of the 8" thick reinforced concrete pavement in accordance with the drawings and specifications 5. Furnish all necessary equipment, 17,160 SF materials, and labor for the installation of the 8" thick limestone pavement (complete in place and in final position) in accordance with the drawings and specifications Item Quantity Unit Unit Price Total Bid Price 6. Furnish all necessary equipment, 77 LF materials, and labor for the installation of the 24" HDPE storm pipe in accordance with the drawings and specifications 7. Furnish all necessary equipment, 77 LF materials, and labor for the installation of the 15" HDPE storm pipe in accordance with the drawings andspecifications 8. Furnish all necessary equipment, 2 EA materials, and labor for the installation of the precast concrete safety end treatments for 15' storm pipes in accordance with the drawings andspecifications 9. Furnish all necessary equipment, 2 EA materials, and labor for the installation of the precast safety end treatments for 24" storm pipes in accordance with the drawings andspecifications 10. Furnish all necessary equipment, 770 LF materials, and labor for the installation of the drainage swales in accordance with the drawings andspecifications 11. Furnish all necessary equipment, 1 LS materials, and labor for the installation of the general fill material and site grading in accordance with the drawings and specifications. Use/reuse of excavated onsite materials from foundation excavation acceptable. TOTAL BASE BID $ SPECIFICATION NOTES Calhoun County is receiving Bids for items and quantities of work generally as follows: Bids are invited for items and quantities of work generally as follows: A new 5,250 SF Recycling Transfer Station Building. The structure will be a pre-engineered Metal building. The facility will have reinforced concrete foundation, various concrete (push) walls, grading of the site, drainage improvements, new limestone roadway pavement and concrete approach ramp. County to provide: 1. Unsecured place to store contractor equipment and vehicles 2. Unsecured area to store excess materials required for construction. The BIDDER, in compliance with the invitation for bids for Bid Number 2024.04 - Recycle Waste Transfer Station Project, having examined the plans and specifications with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all labor, materials and supplies in accordance with the contract documents, within the time set forth herein. These price(s) are to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is a part. These price(s) are firm and shall not be subject to adjustment provided this Proposal is accepted within thirty (30) days after the time set for receipt of proposals. BIDDER hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed" to be issued by the County and to substantially complete within consecutive calendar days as stipulated in the specifications. BIDDER further agrees to pay as liquidated damages, the sum of $300.00 for each consecutive calendar day. I hereby acknowledge the receipt of the following addenda: 1. 2. SUBCONTRACTORS. The undersigned BIDDER proposes that he will be responsible to perform major portions of the work at the project site with his own forces and that specific portions of the work not performed by the undersigned will be subcontracted and performed by the following subcontractors. Type of Work Subcontracted Name of Subcontractor The undersigned hereby declares that he has visited the site and has carefully examined the contract documents relative to the work covered by the above bid. Bidder Name: Address: Phone: EIN or Tax ID No.: Signature: Name and Title: Email Address`. BID BOND KNOW ALL MEN BY THESE PRESENTS, that we the undersigned, as PRINCIPAL, and , as SURETY are held and firmly bound unto CALHOUN COUNTY, TEXAS hereinafter called the "Owner", in the penal sum of Dollars, ($ 1, lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has submitted the Accompanying Bid, dated , Bid Number 2024.04 - Recycle Waste Transfer Station Project for Calhoun County, Texas. NOW, THEREFOR, if the Principal shall not withdraw said Bid within the period specified therein after the opening of the same, or, if no period be specified, within thirty (30) days after the said opening, and shall within the period specified therefore, or if no period be specified, within ten (10) days after the prescribed forms are presented to him for signature, enter into a written contract with the Owner in accordance with the Bid as accepted, and give bond with good and sufficient surety or sureties, as may be required, for the faithful performance and proper fulfillment of such contract; or in the event of the withdrawal of said Bid within the period specified, or the failure to enter into such Contract and give such bond within the time specified, if the Principal shall pay the Owner the difference between the amount specified in said Bid and the amount for which the local Public Agency may procure the required work or supplies or both, if the latter be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. IN WITNESS THEREOF, the above -bounded parties have executed this instrument under their several seals this day of , the name and corporate seal of each corporate party being hereto affixed and these present signed by its undersigned representative, pursuant to authority of its governing body. (SEAL) Attest: By: (SEAL) Affix Corporate Seal Attest: By: Attest: Countersigned By Attorney -in -Fact, State of 0 Affix Corporate Seal CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the , Secretary of the Corporation named as Principal in the within bond; that who signed the said bond on behalf of the Principal was then of said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed, and attested to, for and in behalf of said corporation by authority of this governing body. Corporate Seal Title: * Power -of -attorney for person signing for Surety Company must be attached to bond. STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he/she desires. Name of Bidder: Address: Date Organized: Date Incorporated: Number of Years in contracting business under current name: CONTRACTS ON HAND: Contracts Dollar Amount Completion Date Type of work performed by your company: _ Have you ever failed to complete any work awarded to you? Have you ever defaulted on a contract? List the projects most recently completed by your firm (include project of similar importance): Project Dollar Amount Mo/Yr Completed Major equipment available for this contract: Attach resume(s) for the principal member(s) of your organization, including the officers as well as the proposed superintendent for the project. Credit $ available: Bank reference: The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the in verification of the recitals comprising this Statement of Bidder's Qualifications. Executed this day of , 20_. by: (Signature) (Title) STATE OF TEXAS COUNTY OF (Type or Print Name) the (Type or Print Title) principal address at of AFFIDAVIT being first duly sworn, deposes and says: that he or she is (Type or Print Name of Company/Firm) (Type or Print Physical and Mailing Address) having its who submits herewith to Calhoun County the attached bid/proposal; that he or she is the person whose name is signed to the attached bid/proposal; that said bid/proposal is genuine; that the same is not sham or collusive; that all statements of fact herein are true; and that such bid/proposal was not made in the interest or behalf of any person, partnership, company, association, organization or corporation not herein named or disclosed. Affiant further deposes and says: that the bidder/proposer has not directly or indirectly by agreement, communication or conference with anyone, attempted to induce action prejudicial to the interests of Calhoun County, or of any other bidder/proposer, or anyone else interested in the bid/proposal contract; and that the bidder/proposer has not in any manner sought by collusion to secure for himself/herself/itself/themselves an advantage over any other bidder/proposer. Affiant further deposes and says: that prior to the public opening and reading of bids/proposals, said bidder/proposer: a) did not, directly or indirectly, induce or solicit anyone else to submit a false or sham bid/proposal; b) did not, directly or indirectly, collude, conspire, connive or agree with anyone else that said bidder/proposer or anyone else would submit a false or sham bid/proposal, or that anyone should refrain from submitting a bid/proposal or withdraw their bid/proposal; c) did not, in any manner, directly or indirectly, seek by agreement, communication or conference with anyone to raise or fix the bid price/proposal of said bidder/proposer or of anyone else, or to raise or fix any overhead, profit or cost element of their price/fee or of that of anyone else; d) did not give, offerto give, nor intendsto give at anytime hereafter any economic opportunity, future employment, gift, loan, gratuity, special discount, trip, favor, or service to any official, employee or agent of Calhoun County in connection with the submitted bid/proposal; and e) did not, directly or indirectly, submit their bid/proposal price or any breakdown thereof, or the contents thereof, or divulge information or data relative hereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent, thereof, to any individual or group of individuals, or to any official, employee or agent of Calhoun County prior to the official opening of this bid/proposal. Affiant further deposes and says: that the bid price(s) or proposed fees contained in this bid/proposal have been carefully checked and is submitted as true and correct, agrees to furnish any and/or all items/services upon which bid prices or proposed fees are awarded and upon the conditions and requirements contained in the bid/proposal. Signature of Affiant Printed Name and Title of Affiant SWORN TO AND SUBSCRIBED BEFORE ME by the above Affiant, who, on oath, states that the facts contained in the above are true and correct, this day of Notary Stamp/Seal Signature of Notary Public 20 CONTRACTOR CERTIFICATIONS CERTIFICATION OF BIDDER REGARDING CIVIL RIGHTS LAWS AND REGULATIONS INSTRUCTIONS CERTIFICATION OF BIDDER REGARDING Executive Order 11246 and Federal Laws Requiring Federal Contractor to adopt and abide by equal employment opportunity and affirmative action in their hiring, firing, and promotion practices. This includes practices related to race, color, gender, religion, national origin, disability, and veterans' rights. NAME AND ADDRESS OF BIDDER (include ZIP Code) CERTIFICATION BY BIDDER Bidder has participated in a previous contract or subcontract subject to Civil Rights Laws and Regulations. ❑ Yes ❑ No The undersigned hereby certifies that: ❑ The Non -Segregated Facilities clause (Section 109 provision) is included in the Contract. No segregated facilities will be maintained as required by Title VI of the Civil Rights Act of 1964. ❑ The EAual Employment Opportunity clause is included in the Contract (if bid equals or exceeds $10,000). ❑ The Affirmative Action for Handicapped Workers clause is included in the contract. ❑ The Exhibit B — Assurances for Construction Programs is included in the Contract. ❑ The Exhibit D — State of Texas Assurance is included in the Contract. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246- Equal Employment Opportunity, as amended? ❑ Yes ❑ No NAME AND TITLE OF SIGNER (Please type) SIGNATURE DATE INSTRUCTIONS FOR CONFLICTS OF INTEREST QUESTIONNAIRE [Form CIQ] H.B. 914, passed during the 2005 Texas legislative session, as amended by H.B. 1491 passed in 2007, requires certain persons who wish to conduct business or be considered for business with a County to file a "conflict of interest questionnaire." The Texas Ethics Commission (TEC) created the conflict of interest questionnaire (FORM CIQ). These laws are codified in Chap. 176 of the Texas Local Government Code. What vendors/persons are subject to Chapter 176? • The word "person" includes a partnership, corporation or other corporate body, including those performing professional services. Such partnerships or corporations act through individuals, but it is the partnership or corporation that would be seeking to do business with the County. • Any "person" who contracts or seeks to contract for the sale or purchase of property, goods, or services with a local governmental entity • An agent of a person who contracts or seeks to contract for the sale or purchase of property, goods, or services with a local governmental entity • A vendor shall file a completed conflict of interest questionnaire if the person has a business relationship with a local governmental entity and: (1) has an employment or other business relationship with an officer of that local governmental entity or a family member of the officer that results in taxable income exceeding $2,500 during the 12 month period preceding the date a contract is executed or a contract is being considered; or (2) has given an officer of that local governmental entity, or a family member of the officer, one or more gifts with the aggregate value of more than $250 in the 12 month period preceding the date a contract is executed or a contract is being considered What triggers the requirement to file a "conflict of interest questionnaire"? When a person begins (1) contract discussions or negotiations with the County or (2) submits an application, response to request for proposals or bids, correspondence, or another writing related to a potential agreement, Form CO must be completed. Whether the person initiates the discussion or the County initiates the discussions, Form CO must be completed. Even if the vendor has no affiliation or business relationship with an officer or employee of the County, Form CO must be completed and submitted To what type of contracts does the bill apply? Any written contract and any implied contract, such as purchase orders, procurement card purchases, utility purchases, or any exchange of money or other consideration for some service or property. The monetary amount or value of the contract/purchase does not matter. When must a vendor file the conflict of interest questionnaire? No later than seven days after the date the person: (a) begins contract discussions or negotiations with the County, or (b) submits an application or response to a request for proposals or bids, correspondence, or another writing related to a potential agreement with a County, or (c) becomes aware of an employment relationship with a local government officer or family member of the officer, or (d) becomes aware of a qualifying gift. What has to be revealed? Section 176.004 requires disclosure of a person's employment or business relationships. This includes each employment or business relationship with a corporation or other business entity with respect to which a local government officer services as an officer or director or holds an ownership interest of 10% or more. How do I go about filling out the Conflict of Interest Questionnaire form? Each number below corresponds with the number on FORM CO 2: 1. Fill in the full name of the person who is trying to do business with the County. If the person is a corporation, partnership, etc., then it is the name of that corporation, partnership, etc., that is required on Form CO. 2. Check box if the form is an update to a form previously completed. Updates are required by the 7th business day after an event that makes a statement in a previously filed questionnaire incomplete or inaccurate. Updates are also required by September 1 of each year in which the person submits a proposal, bid or response to the County or begins contract discussions or negotiations with the County. 3. Complete this Section by listing the name of the local government officer (member of County Court or County Manager) with whom there is an affiliation to or business relationship and you checked the "Yes" box in Section 3 A, B, or C. If then: is more than one local government officer (County Court or County Manager) with whom there is an affiliation or business relationship, more than one page two may be needed to provide information on each local government officer. 4. State whether the local government officer named on the form receives or is likely to receive taxable income, other than investment income, from the vendor filing the questionnaire. 5. State whether the filer receives or is likely to receive taxable income, other than investment income, from or at the direction of the local government officer named on the form AND the taxable income is not received from the local governmental entity. 6. State whether the filer is employed by a corporation or other business entity with which the local government officer serves as an officer or director or holds an ownership interest of 10% or more. 7. Describe each employment or business relationship with the local government officer named on the form. 8. Signature box. Person completing form must date and sign the form. If the form is being completed for a corporation, partnerships, etc., the person signing should be someone who is authorized to act on behalf of the corporation, partnership, etc. A sianature is required in box #4 reaardless of any other entry on the form. A copy of Chapter 176 of the Texas Local Government Code can be found at: htto://www.statutes.leais.state.tx.us/SOTWOocs/LG/htm/LG.176.htm 8/03/2011 CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Date Received Government Code by a person who has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the person meets requirements under Section 176.004(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.004, Local Government Code. A person commits an offense if the person knowingly violates Section 176.004, Local Government Code. An offense under this section is a Class C misdemeanor. 1. Name of person doing business with local governmental entity. RFB / RFP / Contract 2. ❑ Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3. Name of local government officer with whom filer has employment or business relationship. Name of Officer This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? ❑ Yes ❑ No B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? ❑ Yes ❑ No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? ❑ Yes ❑ No D. Describe each employment or business relationship with the local government officer named in this section. 4. Signature of person doing business with governmental entity Date Signed INSERT DEBARMENT & SUSPENSION EXECUTIVE ORDER PDF HERE and it includes CERTIFICATION REGARDING DEBARMENT & SUSPENSION AND OTHER RESPONSIBILITY MATTERS HERE CERTIFICATION REGARDING LOBBYING (To be submitted if the bid or offer exceeds $100,000) The undersigned certifies, to the best of his or her knowledge and belief, that (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (c) The undersigned shall require that the language paragraph 1 and 2 of this anti -lobbying certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). The Contractor, , certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. § 3801 et seq., apply to this certification and disclosure, if any. Signature of Contractor's Authorized Official Printed Name and Title of Contractor's Authorized Official Date INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action. 2. Identify the status of the covered Federal action. 3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity for this covered Federal action. 4. Enter the full name, address, County, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organization filing the report in item 4 checks "Subawardee," then enter the full name, address, County, State and zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the federal agency making the award or loan commitment. Include at least one organizational level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments. 8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitations for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Included prefixes, e.g., "RFP-DE-90-001." 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, County, State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action. (b) Enter the full names of the individual(s) performing services, and include full address if different from 10(a). Enter Last Name, First Name, and Middle Initial (MI). 11, The certifying official shall sign and date the form, print his/her name, title, and telephone number. According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503 Approved by OMB 0348-0046 Disclosure of Lobbying Activities Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 (See reverse for public burden disclosure) 1. Type of Federal Action: 2. Status of Federal 3. Report Type: a. contract Action: a. initial filing b. grant a. b. material change c. cooperative bid/offer/application agreement b. initial award d. loan c. post -award e. loan guarantee f. loan insurance 4. Name and Address of Reporting Entity: 5. If Reporting Entity in No. 4 is Subawardee, _ Prime Subawardee Enter Name and Address of Prime: Tier , if Known: Congressional District if known: Congressional District, if known: 6. Federal Department/Agency: 7. Federal Program Name/Description: CFDA Number, if applicable: 7. Federal Action Number, if known: 9. Award Amount, if known: 10. a. Name and Address of Lobbying b. Individuals Performing Services (including Registrant address if different from No. 10a) (if individual, last name, first name, Ml): (last name, first name, Ml): 11. Information requested through this form is authorized by title 31 U.S.C. section 1352. This Signature: disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction Print Name: was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This Title: information will be reported to the Congress semi-annually and will be available for public inspection. Any person who fails to file the Telephone No.: Date: required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Federal Use Only Authorized for Local Reproduction Standard Form - LLL (Rev. 7-97) HOUSE BILL 89 VERIFICATION FORM Certification Required by Texas Government Code Section 2270.001 The 85'h Texas Legislature approved new legislation, effective September 1, 2017, which amends Texas Local Government Code Section 1, Subtitle F, Title 10, Government Code by adding Chapter 2270 which states that a government entity may not enter into a contract (which includes contracts formed through purchase orders) with a company for goods or services unless the contract contains a written verification from the company that it: 1) Does not boycott Israel; and 2) Will not boycott Israel during the term of the contract Pursuant to Section 2270.001, Texas Government Code: 1. 'Boycott Israel' means refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli -controlled territory, but does not include an action made for ordinary business purposes; and 2. "Company' means a for profit sole proprietorship, organization, association, corporation, partnership, joint venture, limited partnership, limited liability partnership, or any limited liability company, including a wholly owned subsidiary, majority -owned subsidiary, parent company or affiliate of those entities or business associations that exist to make a profit. I, (authorized official) do hereby verify the truthfulness and accuracy of the contents of the statements submitted on this certification under the provisions of Subtitle F, Title 10, Government Code Chapter 2270 and that the company named below: 1) Does not boycott Israel currently; 2) Will not boycott Israel during the term of the contract; and 3) Is not currently listed on the State of Texas Comptroller's Companies that Boycott Israel List located at httos://com ptroller.texas.gov/pu rchasi ne/ou bl ications/d ivestment. p h o Company Name Signature of Authorized Official Printed Name of Authorized Official Title of Authorized Official Date Pursuant to Texas Government Code §2252.001 etseq., as amended, Calhoun County requests Residence Certification. §2252.001 et seq. of the Government Code provides some restrictions on the awarding of governmental contract; pertinent provisions of §2252.001 are stated below: Sec. 2252.001 (3) "Nonresident bidder" refers to a person who is not a resident. (4) "Resident bidder" refers to a person whose principal place of business is in this state, including a contractor whose ultimate parent company or majority owner has its principal place of business in this state. D I certify that (Company Name) is a "Nonresident Bidder' of Texas as defined in Government Code §2252.001 and our principal place of business is D I certify that (City and State) (Company Name) defined in Government Code §2252.001. Signature of Authorized Agent Printed Name and Title of Authorized Agent Date is a "Resident Bidder' of Texas as SECTION 504 CERTIFICATION POLICY OF NONDISCRIMINATION ON THE BASIS OF DISABILITY The does not discriminate on the basis of disability status in the admission or access to, or treatment or employment in, its federally assisted programs or activities. (Name) (Address) County State Zip Telephone Number ( ) Voice ( ) TDD has been designated to coordinate compliance all Federal statutes relating to nondiscrimination. Insert System for Award Management (SAM) Record Search for company and company principal(s). • Include a printout of the search results that includes the record date and verification that the Company, Corporation, Firm or Partnership's principles are not listed (are not debarred) through the System for Award Management CERTIFICATE OF INTERESTED PARTIES FORM 1295 A business entity will generate Form 1295 online after notification of award and submit with their signed contract. Form 1295 must be filled out and submitted online, printed, complete #6, signed and returned with the Agreement, Contract, or Lease. See Calhoun County, Texas - Policy of Compliance Go to: https://www.ethics.state.tx.us/File 1. If you have an account, log in and proceed with the process or if you do not have an account, follow the instructions to set up an account and then proceed with the process. 2 Submit and print a copy of the form which will contain a unique certification number and date submitted in the upper right hand box that is marked "Office Use Only". 3. The Respondent or an authorized agent of the Respondent must sign and date the printed copy of the form (making sure all of #6 is completed). 4. The completed Form 1295 must be included with your Agreement, Contract or Lease, when it is submitted to Calhoun County. #1 Name of Business Entity filing the form, and the City, State and Country of the Entity's place of business #2 Calhoun County, Texas (Also, if applicable, insert name of County Department) #3 Bid Number 2024.04 - Recycle Waste Transfer Station Project On #4 and #5, complete only the one that applies to you #4 Fill in the correct information if this applies OR #5 Mark an X in the Box if this applies #6 Fill in the correct information, submit and print After printing, the respondent or an authorized agent of the respondent must sign and date (making sure all of #6 is completed) When you print you should see a Certificate Number and Date in the upper right hand box that is marked "Office Use Only". CERTIFICATE OF INTERESTED PARTIES FORM 1295 OFFICE USE ONLY Complete Nos. 1 - 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. / ♦.\se) 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. ✓` 2 Name ofgovernmental entity or state agency that is aparty to the contract for which the form is being filed. -` a Provide the identification number used by the governmental entity or state agency tot k D identify the contract, and provide a description ofthe services, goods, or other property to be provided t / e contract. 4 Name of Interested Party City, State, Country _ C ature of Interest (check applicable) C0ntr0IIIn97 Intermediary (place of business) ♦` ✓ ZA Check only if therejq�Q liiterestetl Party. ❑ [N`/\ a UNSWORNDECjL1� My name Is�`� and my date of birth is My addre (street) (city) (state) (zip code) (country) ender penally of perjury that the foregoing is true and correct. Executed In County, State of , on the __ day of , 20_ (month) (year) Signature of authorized agent of contracting business entity (Declarant) ADD ADDITIONAL PAGES AS NECESSARY Form provi0ed by texas EMICe Commission "methics.stete.tz.ua Revised 12/222017 Calhoun County, Texas POLICY OF COMPLIANCE SECTION 2252.908 TEXAS GOVERNMENT CODE Approved by Commissioners Court January 28, 2016 Amended by Commissioners Court January 31, 2018 and September 14, 2022 BACKGROUND Section 2252.908 was added to the Government Code by the 841h Texas Legislature through the adoption of House Bill 1295. The law states that the County may not enter into a contract with a business entity unless a Certificate of Interested Parties (Form 1295) is provided to the county at the time the contract is considered for action by Commissioner's Court. The term "business entity" includes a sole proprietorship, partnership or corporation (whether for -profit or non-profit). The term "contract" includes amendment, extension or renewal of an existing contract. The law does not apply to a contract between the County and another governmental entity or state agency. The county is required to file Form 1295 with the state within 30 days of approving a contract with a business entity. Governmental transparency is the objective of the law. Senate Bill 255 adopted by the 851h Legislature Regular Session amended the law effective for contracts entered into or amended on or after January 1, 2018. Additional exemptions from Form 1295 requirement were added for 1) a contract with a publicly traded business entity, including a wholly owned subsidiary of the business entity, 2) a contract with an electric utility as defined by Section 31.002 of the Utilities Code, or 3) a contract with a gas utility as defined by Section 121.001 of the Utilities Code. Notarization of Form 1295 has been replaced by an unsworn statement under penalty of perjury by an authorized representative of the business entity. The Texas Ethics Commission promulgated rules to implement the law and established an online portal https://www.ethics.state.tx.us/whatsnew/elf_ info_form1295.htm. A business entity will generate Form 1295 online. Calhoun County will acknowledge online the receipt of Form 1295 after a contract is executed. Within seven business days, Form 1295 will be available for public viewing on the Commission's website. COMPLAINCE Calhoun County Commissioners Court will not consider for action any contract with a business entity unless it is accompanied by a completed, signed Form 1295 or a signed statement declaring the provision of the law under which the business entity is exempt. No later than 30 days after Commissioner's Court approves a contract with a non-exempt business entity, the County Clerk will file acknowledgement of receipt of the Form 1295 with the Texas Ethics Commission. EQUAL OPPORTUNITY GUIDELINES FOR CONSTRUCTION CONTRACTORS 1. What are the responsibilities of the offeror or bidder to insure equal employment opportunity? The offeror or bidder must comply with the "Equal Opportunity Clause" and the "Standard Federal Equal Opportunity Construction Contract Specifications." 2. Are construction contractors required to insure a comfortable working environment for all employees? Yes, it is the construction contractor's responsibility to provide an environment free of harassment, intimidation, and coercion to all employees and to notify all foremen and supervisors to carry out this obligation, with specific attention to minority or female individuals. 3. To alleviate developing separate facilities for men and women on all sites, can a construction contractor place all women employees on one site? No, two or more women should be assigned to each site when possible. 4. Are construction contractors required to make special outreach efforts to minority and female recruitment sources? Yes, construction contractors must establish a current list of minority and female recruitment sources. Notification of employment opportunities, including the availability of on-the-job training and apprenticeship programs, should be given to these sources. The efforts of the construction contractors should be kept in file. 5. Should records be maintained on the number of minority and females applying for positions with construction contractors? Yes, records must be maintained to include a current list of names, addresses and telephone numbers of all minority and female applicants. The documentation should also include the results of the applications submitted. 6. What happens if a woman or minority is sent to the union by the Contractor and is not referred back to the Contractor for employment? If the unions impede the construction contractor's responsibility to provide equal employment opportunity, a written notice should be submitted to the Texas Division of Emergency Management's Hazard Mitigation Grant Program. What efforts are made by construction contractors to create entry-level positions for women and minorities? Construction contractors are required to develop on-the-job training programs, or participate in training programs, especially those funded by the Department of Labor, to create positions for women and minorities and to meet employment needs. 8. Are any efforts made by the Contractor to publicize their Equal Employment Opportunity (EEO) policy? Yes, the construction contractor is responsible for notifying unions and sources of training programs of their equal employment opportunity policy. Unions should be requested to cooperate in the effort of equal opportunity. The policy should be included in any appropriate manuals, or collective bargaining agreements. The construction contractor is encouraged to publicize the equal employment opportunity policy in the company newspaper and annual report. The Contractor is also responsible to include the EEO policy in all media advertisement. 9. Are any in-service training programs provided for staff to update the EEO policy? At least annually a review of the EEO policy and the affirmative action obligations are required of all personnel employees of a decision -making status. A record of the meeting including date, time, location, persons present, subject matter discussed, and disposition of the subject matter should be maintained. 10. What recruitment efforts are made for minorities and women? The construction contractor must notify, both orally and in writing, minority and female recruitment sources one month prior to the date of acceptance for apprenticeship or other training programs. 11. Are any measures taken to encourage promotions for minorities and women? Yes, an annual evaluation should be conducted for all minority and female personnel to encourage these employees to seek higher positions. 12. What efforts are taken to insure that personnel policies are in accordance with the EEO policy? Personnel policies in regard to job practices, work assignments, etc. should be continually monitored to insure that the EEO policy is carried out. 13. Can women be excluded from utilizing any facilities available to men? No, all facilities and company activities are non -segregated except for bathrooms or changing facilities to insure privacy. 14. What efforts are made to utilize minority and female contractors and suppliers? None, however records are kept of all offers to minority and female construction contractors. 15. If a construction contractor participates in a business related association that does not comply with affirmative action standards, does that show his/her failure to comply? No, the construction contractor is responsible for its own compliance. 16. Will a construction contractor be in violation of EEO policy and affirmative action if he sets up one set of goals to include minorities and women? Yes. There is a separate goal for minorities and a separate single goal for women. The construction contractor is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women both minority and non -minority. 17. Can a construction contractor hire a subcontractor who has been debarred from government contracts pursuant to EEO? No. The construction contractor must suspend, terminate or cancel its contract with any Subcontractor who is in violation of the EEO policy. 18. What effort has been taken by the construction contractor to monitor all employment to insure the company EEO policy is being carried out? The construction contractor must designate a responsible individual to keep accurate records of all employees that includes specific information required by the government. STANDARD FORM OF AGREEMENT FOR MATERIALS CONTRACT THIS AGREEMENT made this the day of , 2024, by and between (a corporation organized and existing under the laws of the State of (a partnership consisting of ) (an individual trading as ) hereinafter called the "Contractor", and CALHOUN COUNTY hereinafter called the "County." WITNESSETH, that the Contractor and the County for the considerations stated herein mutually agree as follows: ARTICLE 1. Statement of Work. The Contractor shall furnish all supervision, technical personnel, labor, materials, machinery, tools, equipment and services, including utility and transportation services, and perform and complete all work required for the construction of the Improvements embraced in the Project; namely, Bid Number 2024.04 - Recycle Waste Transfer Station Project, for the County, all in strict accordance with the contract documents including all addenda thereto, numbered , dated and all as prepared by G&W Engineers, Inc., acting and in these contract documents preparation. ARTICLE 2. The Contract Price. The County will pay the Contractor for the performance of the Contract in current funds, for the total quantities of work performed at the unit prices stipulated in the Bid for the several respective items of work completed subject to additions and deductions in amount of Dollars ($ ). ARTICLE 3. The Contract. The executed contract documents shall consist of the following components: a. This Agreement b. Addenda c. Invitation for Bids d. Instructions to Bidders e. Signed Copy of Bid f. General Conditions g. Calhoun County General Conditions h. Special Conditions i. Performance Bond j. Payment Bond k. Technical Specifications I. Drawings m. Other ( ARTICLE 4. Performance. Work, in accordance with the Contract dated shall commence on or before as established in an official letter notification to the contractor called "Notice to Proceed" and Contractor shall complete the WORK within consecutive calendar days thereafter. The date of completion of all WORK is therefore established by the Notice to Proceed Letter. This Agreement, together with other documents enumerated in this ARTICLE 3, which said other documents are as fully a part of the Contract as if hereto attached or herein repeated, forms the Contract between the parties hereto. In the event that any provision in any component part of this Contract conflicts with any provision of any other component part, the provision of the component part first enumerated in this ARTICLE 3 shall govern, except as otherwise specifically stated. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in triplicate original copies on the day and year first above written. (The Contractor) 3-0 CALHOUN COUNTY (County) By Name/Title Name/Title: Richard H. Meyer, County Judge Corporate Certifications 1, , certify that I am the of the corporation named as Contractor herein; that who signed this Agreement on behalf of the Contractor, was then of said corporation; that said Agreement was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Corporate Seal (Corporate Secretary) Please indicate above with N/A to all blanks above if LLC and authorized person signature at Corporate Secretary. GENERAL CONTRACT CONDITIONS FOR EQUIPMENT AND MATERIALS 1. Contract and Contract Documents (a) The project to be constructed pursuant to this contract will be financed with ACND funds and is subject to all applicable laws and regulations. (b) The Plans, Specifications and Addenda shall form part of this contract and the provisions thereof shall be binding upon the parties as if they were herein fully set forth 2. Definitions Whenever used in any of the Contract Documents, the following meanings shall be given to the terms here in defined: (a) The term "Contract" "County" and of which these GENERAL means the Contract executed between the form a part. County, hereinafter called the hereinafter called "Contractor", (b) The term "Project Area" means the area within the specified Contract limits of the Improvements contemplated to be constructed in whole or in part under this contract. (c) The term "Contract Documents" means and shall include the following: Executed Contract, Addenda (if any), Invitation for Bids, Instructions to Bidders, Signed Copy of Bid, General Conditions, Special Conditions, Technical Specifications, and Drawings (as listed in the Schedule of Drawings). 3. Supervision By Contractor (a) Except where the Contractor is an individual and personally supervises the work, the Contractor shall provide a competent superintendent, satisfactory to the County, on the work at all times during working hours with full authority to act as Contractor's agent. The Contractor shall also provide adequate staff for the proper coordination and expediting of his work. (b) The Contractor shall be responsible for all work executed under the Contract. Contractor shall verify all figures and elevations before proceeding with the work and will be held responsible for any error resulting from his failure to do so. 4. Subcontracts (a) The Contractor shall not execute an agreement with any subcontractor or permit any subcontractor to perform any work included in this contract until Contractor has verified the subcontractor is eligible to participate in County Bond funded contracts. (b) No proposed subcontractor shall be disapproved by the county except for cause. (c) The Contractor shall be as fully responsible to the County for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them. (d) Nothing contained in the Contract shall create any contractual relation between any subcontractor and the County. 5. Fitting and Coordination of Work The Contractor shall be responsible for the proper fitting of all work and for the coordination of the operations of all trades, subcontractors, or material suppliers engaged upon this Contract. 6. Payments to Contractor (a) Partial Payments 1) The Contractor shall prepare the requisition for partial payment as of the last day of the month and submit it, with the required number of copies, to the County and Engineer for approval. The amount of the payment due the Contractor shall be determined by adding to the total value of work completed to date, the value of materials properly stored on the site and deducting (1) ten percent (10%) of the total amount, to be retained until final payment, and (2) the amount of all previous payments. The total value of work completed to date shall be based on the estimated quantities of work completed and on the unit prices contained in the agreement. The value of materials properly stored on the site shall be based upon the estimated quantities of such materials and the invoice prices. Copies of all invoices shall be available for inspection of the County. 2) Monthly or partial payments made by the County to the Contractor are advanced for the purpose of assisting the contractor to expedite the work of construction. The Contractor shall be responsible for the care and protection of all materials and work upon which payments have been made until final acceptance of such work and materials by the County. Such payments shall not constitute a waiver of the right of the County to require the fulfillment of all terms of the Contract and the delivery of all improvements embraced in this Contract complete and satisfactory to the County in all details. (b) Final Payment 1) After final inspection and the acceptance by the County of all work under the Contract, the Contractor shall prepare the requisition for final payment which shall be based upon the careful inspection of each item of work at the applicable unit prices stipulated in the Contract. The total amount of the final payment due the Contractor under this Contract shall be the amount computed as described above less all previous payments. 2) Before paying the final estimate, County shall require the Contractorto furnish releases or receipts from all subcontractors having performed any work and all persons having supplied materials, equipment (installed on the Project) and services to the Contractor. The County may make payment in part or in full to the Contractor without requiring the furnishing of such releases or receipts and any payments made shall in no way impair the obligations of any surety or sureties furnished under this Contract. 3) Any amount due the County under Liquidated Damages, shall be deducted from the final payment due the contractor. (c) Payments Subject to Submission of Certificates Each payment to the Contractor by the County shall be made subject to submission by the Contractor of all written certifications required of it and its subcontractors. (d) Withholding Payments The County may withhold any payment due the Contractor as deemed necessary to protect the County, and if so elects, may also withhold any amounts due from the Contractor to any subcontractors or material dealers, for work performed or material furnished by them. The foregoing provisions shall be construed solely for the benefit of the County and will not require the County to determine or adjust any claims or disputes between the Contractor and its subcontractors or material dealers, or to withhold any moneys for their protection unless the County elects to do so. The failure or refusal of the County to withhold any moneys from the Contractor shall in no way impair the obligations of any surety or sureties under any bond or bonds furnished under this Contract. 7. Changes in the Work (a) The County may make changes in the scope of work required to be performed by the Contractor under the Contract without relieving or releasing the Contractor from any obligations under the Contract or any guarantee given pursuant to the Contract provisions, and without affecting the validity of the guaranty bonds, and without relieving or releasing the surety or sureties of said bonds. All such work shall be executed under the terms of the original Contract unless it is expressly provided otherwise. (b) Except for the purpose of affording protection against any emergency endangering health, life, limb or property, the Contractor shall make no change in the materials used or in the specified manner of constructing and/or installing the improvements or supply additional labor, services or materials beyond that actually required for the execution of the Contract, unless in pursuance of a written order from the County authorizing the Contractor to proceed with the change. No claim for an adjustment of the Contract Price will be valid unless so ordered. (c) If applicable unit prices are contained in the Contract, the County may order the Contractor to proceed with desired unit prices specified in the Contract; provided that in case of a unit price contract the net value of all changes does not increase the original total amount of the agreement by more than twenty-five percent (25%) or decrease the original the total amount by eighteen percent (18%) for Counties and 25% for municipalities but only with the contractor's written consent. (d) Each change order shall include in its final form: 1) A detailed description of the change in the work. 2) The Contractor's proposal (if any) or a confirmed copy thereof. 3) A definite statement as to the resulting change in the contract price and/or time. 4) The statement that all work involved in the change shall be performed in accordance with contract requirements except as modified by the change order. 5) The procedures as outlined in this Section for a unit price contract also apply in any lump sum contract. 8. Claims for Extra Cost (a) If the Contractor claims that any instructions by Drawings or otherwise involve extra cost or extension of time, he shall, within ten days after the receipt of such instructions, and in any event before proceeding to execute the work, submit his protest thereto in writing to the County, stating clearly and in detail the basis of his objections. No such claim will be considered unless so made. (b) Claims for additional compensation for extra work, due to alleged errors in ground elevations, contour lines, or bench marks, will not be recognized unless accompanied by certified survey data, made prior to the time the original ground was disturbed, clearly showing that errors exist which resulted, or would result, in handling more material, or performing more work, than would be reasonably estimated from the Drawings and maps issued. (c) Any discrepancies which may be discovered between actual conditions and those represented by the Drawings and maps shall be reported at once to the County and work shall not proceed except at the Contractor's risk, until written instructions have been received from the County. (d) If, on the basis of the available evidence, the County determines that an adjustment of the Contract Price and/or time is justifiable, a change order shall be executed. 9. Termination. Delays, and Liquidated Damages (a) Right of the County to Terminate Contract for Convenience County may at any time and for any reason terminate Contractor's services and work at County's convenience upon providing written notice to the Contractor specifying the extent of termination and the effective date. Upon receipt of such notice, Contractor shall, unless the notice directs otherwise, immediately discontinue the work and placing of orders for materials, facilities and supplies in connection with the performance of this Agreement. Upon such termination, Contractor shall be entitled to payment only as follows: (1) the actual cost of the work completed in conformity with this Agreement plus (2) such other costs actually incurred by Contractor as are permitted by the prime contract and approved by County. There shall be deducted from such sums as provided in this subparagraph the amount of any payments made to Contractor prior to the date of the termination of this Agreement. Contractor shall not be entitled to any claim or claim of lien against County for any additional compensation or damages in the event of such termination and payment. (b) Right of the County to Terminate Contract for Cause In the event that any of the provisions of this contract are violated by the Contractor, or by any subcontractors, the County may serve written notice upon the Contractor and the Surety of its intention to terminate the contract. The notices shall contain the reasons for such intention to terminate the contract, and unless such violation or delay shall cease and satisfactory arrangement of correction be made within ten days, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any such termination, the County shall immediately serve notice thereof upon the Surety and the Contractor. The Surety shall have the right to take over and perform the contract. Provided, however, that if the Surety does not commence performance thereof within ten (10) days from the date of the mailing to such Surety of notice of termination, the County may take over the work and complete the project by bid/contract or by force account at the expense of the Contractor and his Surety shall be liable to the County for any excess cost incurred. In such event the County may take possession of and utilize in completing the work, such materials, appliances, and plant as may be on the site of the work and necessary therefore. (c) Liquidated Damages for Delays. If the work is not completed within the time stipulated in the applicable bid for Lump Sum or Unit Price Contract provided, the Contractor shall pay to the County as fixed, agreed, and liquidated damages (it being impossible to determine the actual damages occasioned by the delay) the amount of $300.00 for each calendar day of delay, until the work is completed. The Contractor and Contractor's sureties shall be liable to the County for the amount thereof. (d) Excusable Delays. 1) The right of the Contractor to proceed shall not be terminated nor shall the Contractor be charged with liquidated damages for any delays in the completion of the work due to: 2) Any acts of the Government, including controls or restrictions upon or requisitioning of materials, equipment, tools, or labor by reason of war, national defense, or any other national emergency; 3) Any acts of the County; 4) Causes not reasonably foreseeable by the parties to this Contract at the time of execution which are beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God, terrorism, war, acts of another Contractor in the performance of some other contract with the County, fires, floods, epidemics, quarantine, restrictions, strikes, freight embargoes, and weather of unusual severity such as hurricanes, tornadoes, cyclones and other extreme weather conditions. 5) Provided, however, that the Contractor promptly notifies the County within ten (10) days in writing of the cause of the delay. Upon receipt of such notification, the County shall ascertain the facts and the cause and extent of delay. If, upon the basis of the facts and the terms of this contract, the delay is properly excusable, the County shall extend the time for completing the work for a period of time commensurate with the period of excusable delay. 10. Assignment or Novation The Contractor shall not assign nor transfer, whether by assignment or novation, any of its rights, duties, benefits, obligations, liabilities, or responsibilities under this Contract without the written consent of the County. No assignment or novation of this Contract shall be valid unless the assignment or novation expressly provides that the assignment of any of the Contractor's rights or benefits under the Contract is subject to a prior lien for labor performed, services rendered, and materials, tools, and equipment supplied for the performance of the work under this Contract in favor of all persons, Contractors, or corporations rendering such labor or services or supplying such materials, tools, or equipment. 11. Technical Specifications and Drawings Anything mentioned in the Technical Specifications and not shown on the Drawings or vice versa, shall be of like effect as if shown on or mentioned in both. In case of difference between Drawings and Technical Specifications, the Technical Specifications shall govern. In case of any discrepancy in Drawings, or Technical Specifications, the matter shall be immediately submitted to the County for review. Contractor shall be liable for any issues or expenses in the event the discrepancy is not submitted to the County. 12. Shop Drawings (a) All required shop drawings, machinery details, layout drawings, etc. shall be submitted to the Engineer in 3 copies for approval sufficiently in advance of requirements to afford ample time for checking, including time for correcting, resubmitting and rechecking if necessary. The Contractor may proceed, only at Contractor's own risk, with manufacture or installation of any equipment or work covered by said shop drawings, etc. until they are approved and no claim, by the Contractor, for extension of the contract time shall be granted by reason of his failure in this respect. (b) Any drawings submitted without the Contractor's stamp of approval will not be considered and will be returned to him for proper resubmission. If any drawings show variations from the requirements of the Contract because of standard shop practice or other reason, the Contractor shall make specific mention of such variation in his letter of transmittal in order that, if acceptable, suitable action may be taken for proper adjustment of contract price and/or time, otherwise the Contractor will not be relieved of the responsibility for executing the work in accordance with the Contract even though the drawings have been approved. (c) If a shop drawing is in accordance with the contract or involves only minor adjustment in the interest of the County not involving a change in contract price or time, the engineer may approve the drawing. The approval shall not relieve the Contractor from responsibility to adhere to the contract or for any error in the drawing or shop drawing review/approval. 13. Requests for Supplementary Information It shall be the responsibility of the Contractor to make timely requests of the County for any additional information which should be furnished by the County under the terms of this Contract, and which is required in the planning and execution of the work. Such requests may be submitted from time to time as the need approaches, but each shall be filed in ample time to permit appropriate action to be taken by all parties involved so as to avoid delay. Each request shall be in writing, and list the various items and the latest date by which each will be required by the Contractor. The first list shall be submitted within two weeks after Contract award and shall be as complete as possible at that time. The Contractor shall, if requested, furnish promptly any assistance and information the County may require in responding to these requests of the Contractor. The Contractor shall be fully responsible for any delay in his work or to others arising from his failure to comply fully with the provision of this section. 14. Materials and Workmanship (a) Unless otherwise specifically provided for in the technical specifications, all workmanship, equipment, materials and articles incorporated in the work shall be new and the best grade of the respective kinds for the purpose. Where equipment, materials, articles or workmanship are referred to in the technical specifications as "equal to" any particular standard, the Engineer shall decide the question of equality. (b) The Contractor shall furnish to the County for approval the manufacturer's detailed specifications for all machinery, mechanical and other special equipment, which he contemplates installing together with full information as to type, performance characteristics, and all other pertinent information as required, and shall likewise submit for approval full information concerning all other materials or articles which he proposes to incorporate. (c) Machinery, mechanical and other equipment, materials or articles installed or used without such prior approval shall be at the risk of subsequent rejection. (d) Materials specified by reference to the number or symbol of a specific standard, shall comply with requirements in the latest revision thereof and any amendment or supplement thereto in effect on the date of the Invitation for Bids, except as limited to type, class or grade, or modified in the technical specifications shall have full force and effect as though printed therein. (e) The County may require the Contractor to dismiss from the work such employee or employees as the County may deem unqualified. 15. Samples. Certificates and Tests (a) The Contractor shall submit all material or equipment samples, certificates, affidavits, etc., as called for in the contract documents or required by the County, promptly after award of the contract and acceptance of the Contractor's bond. No such material or equipment shall be manufactured or delivered to the site, except at the Contractor's own risk, until the required samples or certificates have been approved in writing by the County. Any delay in the work caused by late or improper submission of samples or certificates for approval shall not be considered just cause for an extension of the contract time. (b) Each sample submitted by the Contractor shall carry a label giving the name of the Contractor, the project for which it is intended, and the name of the producer. The accompanying certificate or letter from the Contractor shall state that the sample complies with contract requirements, shall give the name and brand of the product, its place of origin, the name and address of the producer and all specifications or other detailed information which will assist the County in making a prompt decision regarding the acceptability of the sample. It shall also include the statement that all materials or equipment furnished for use in the project will comply with the samples and/or certified statements. (c) Approval of any materials shall be general only and shall not constitute a waiver of the County's right to demand full compliance with Contract requirements. After actual deliveries, the County will have such check tests made as he deems necessary in each instance and may reject materials and equipment and accessories for cause, even though such materials and articles have been given general approval. If materials, equipment or accessories which fail to meet check tests have been incorporated in the work, the County will have the right to cause their removal and replacement by proper materials or to demand and secure such reparation by the Contractor as is equitable. (d) Except as otherwise specifically stated in the Contract, the costs of sampling and testing will be divided as follows: 1) The Contractor shall furnish without extra cost, including packing and delivery charges, all samples required for testing purposes, except those samples taken on the project by the County; 2) The Contractor shall assume all costs of re -testing materials which fail to meet contract requirements; 3) The Contractor shall assume all costs of testing materials offered in substitution for those found deficient; 4) The County will pay all other expenses. 16. Permits and Codes (a) The Contractor shall give all notices required by and comply with all applicable federal and state laws, ordinances, and codes of the Local Government. All construction work and/or utility installations shall comply with all applicable ordinances, and codes including all written waivers. Before installing any work, the Contractor shall examine the drawings and technical specifications for compliance with applicable ordinances and codes and shall immediately report any discrepancy to the County. Where the requirements of the drawings and technical specifications fail to comply with such applicable ordinances or codes, the County will adjust the Contract by Change Order to conform to such ordinances or codes (unless waivers in writing covering the difference have been granted by the governing body or department) and make appropriate adjustment in the Contract Price or stipulated unit prices. (b) Should the Contractor fail to observe the foregoing provisions and proceed with the construction and/or install any utility at variance with any applicable ordinance or code, including any written waivers (notwithstanding the fact that such installation is in compliance with the drawings and technical specifications), the Contractor shall remove such work without cost to the County. (c) The Contractor shall at his own expense, secure and pay for all permits for street pavement, sidewalks, shed, removal of abandoned water taps, sealing of house connection drains, pavement cuts, buildings, electrical, plumbing, water, gas and sewer permits required by the local regulatory body or any of its agencies. (d) The Contractor shall comply with applicable local laws and ordinances governing the disposal of surplus excavation, materials, debris and rubbish on or off the Project Area and commit no trespass on any public or private property in any operation due to or connected with the Improvements contained in this Contract. (e) The Contractor will be required to make arrangements for and pay the water, electrical power, or any other utilities required during construction. (f) During construction of this project, the Contractor shall use every means possible to control the amount of dust created by construction. Prior to the close of a day's work, the Contractor, if directed by the County, shall moisten the surrounding area to prevent a dusty condition. 17. Care of Work (a) The Contractor shall be responsible for all damages to person or property that occur as a result of its fault or negligence in connection with the prosecution of the work and shall be responsible for the proper care and protection of all materials delivered and work performed until completion and final acceptance. (b) In an emergency affecting the safety of life, limb or property, including adjoining property, the Contractor, without special instructions or authorization from the County is authorized to act to prevent such threatened loss or injury. Contractor shall follow all instructions of County. (c) The Contractor shall avoid damage as a result of his operations to existing sidewalks, streets, curbs, pavements, utilities (except those which are to be replaced or removed), adjoining property, etc., and shall be responsible for completely repairing any damage thereto caused by the operations. (d) The Contractor shall shore up, brace, underpin, secure, and protect as maybe necessary, all foundations and other parts of existing structures adjacent to, adjoining, and in the vicinity of the site, which may be in any way affected by the excavations or other operations connected with the construction of the improvements included in this Contract. The Contractor shall be responsible for the giving of any and all required notices to any adjoining or adjacent property owner or other party before the commencement of any work. The Contractor shall indemnify and save harmless the County from any damages on account of settlements or the loss of lateral support of adjoining property and from all loss or expense and all damages for which the County may become liable in consequence of such injury or damage to adjoining and adjacent structures and their premises. 18. Accident Prevention (a) No laborer or mechanic employed in the performance of this Contract shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health or safety as determined under construction safety and health standards promulgated by the Department of Labor. (b) The Contractor shall exercise proper precaution at all times for the protection of persons and property and shall be responsible for all damages to persons or property, either on or off the site, which occur as a result of his prosecution of the work. (c) The Contractor shall maintain an accurate record of all cases of death, occupational disease, or injury requiring medical attention or causing loss of time from work, arising out of and in the course of employment on work under the Contract. The Contractor shall promptly furnish the County with reports concerning these matters. (d) The Contractor shall indemnify and hold harmless the County from any claims for damages resulting from property damage, personal injury and/or death suffered or alleged to have been suffered by any person as a result of any work conducted under this contract. (a) The Contractor shall provide trench safety for all excavations more than five feet deep prior to excavation. All OSHA Standards for trench safety must be adhered to by the Contractor. (f) The contractor shall at all times conduct work in such a manner as to ensure the least possible inconvenience to vehicular and pedestrian traffic. At the close of the work each day, all streets where possible in the opinion of the County, shall be opened to the public in order that persons living in the area may have access to their homes or businesses by the use of the streets. Barricades, warning signs, and necessary lighting shall be provided to the satisfaction of the County at the expense of the Contractor. 19. Sanitary Facilities The Contractor shall furnish, install and maintain ample sanitary facilities for laborers. As the needs arise, a sufficient number of enclosed temporary toilets shall be conveniently placed as required. Drinking water shall be provided from an approved source, so piped or transported as to keep it safe and fresh and served from single service containers or satisfactory types of sanitary drinking stands or fountains. All such facilities and services shall be furnished in strict accordance with existing and governing health regulations. 20. Use of Premises (a) The Contractor shall confine equipment, storage of materials, and construction operations to the contract limits as shown on the drawings and as prescribed by ordinances or permits, or as may be desired by the County and shall not unreasonably encumber the site or public rights of way with materials and construction equipment. (b) The Contractor shall comply with all reasonable instructions of the County and all existing federal, state and local regulations regarding signs, advertising, traffic, fires, explosives, danger signals, and barricades. 21. _Removal of Debris. Cleaning Etc The Contractor shall, periodically or as directed during the progress of the work, remove and legally dispose of all surplus excavated material and debris, and keep the Project Area and public rights of way reasonably clear. Upon completion of the work, he shall remove all temporary construction facilities, debris and unused materials provided for work, and put the whole site of the work and public rights of way in a neat and clean condition. 22. Inspection (a) All materials and workmanship shall be subject to inspection, examination, or test by the County and selected Engineer at any and all times during manufacture or construction and at any and all places where such manufacture or construction occurs. The County shall have the right to reject defective material and workmanship or require its correction. Unacceptable workmanship shall be satisfactorily corrected. Rejected material shall be promptly segregated and removed from the Project Area and replaced with material of specified quality without charge. If the Contractor fails to proceed at once with the correction of rejected workmanship or defective material, the County may by contract or otherwise have the defects remedied or rejected materials removed from the Project Area and charge the cost of the same against any Monies which may be due the Contractor, without prejudice to any other rights or remedies of the County. (b) The Contractor shall furnish promptly all materials reasonably necessary for any tests which may be required. All tests by the County will be performed in such manner as not to delay the work unnecessarily and will be made in accordance with the provisions of the technical specifications. (c) The Contractor shall notify the County sufficiently in advance of back filling or concealing any facilities to permit proper inspection. If any facilities are concealed without approval or consent of the County, the Contractor shall uncover for inspection and recover such facilities at Contractor's expense, when so requested by the County. (d) Should it be considered necessary or advisable by the County at any time before final acceptance of the entire work to make an examination of work already completed, the Contractor shall on request promptly furnish all necessary facilities, labor, and material. If such work is found to be defective in any important or essential respect, due to fault of the Contractor or subcontractors, the Contractor shall defray all the expenses of such examination and of satisfactory reconstruction. If, however, such work is found to meet the requirements of the Contract, the actual cost of labor and material necessarily involved in the examination and replacement, shall be reimbursable and if completion of the work of the entire Contract has been delayed, a suitable extension of time will be approved. (a) Inspection of materials and appurtenances to be incorporated in the improvements included in this Contract may be made at the place of production, manufacture or shipment, whenever the quantity justifies it, and such inspection and acceptance, unless otherwise stated in the technical specifications, shall be final, except as regards to: (1) latent defects, (2) departures from specific requirements of the Contract, (3) damage or loss in transit, or (4) fraud or such gross mistakes as amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection of materials as a whole or in part will be made at the Project Site. (f) Neither inspection, testing, approval nor acceptance of the work in whole or in part, by the County or its agents shall relieve the Contractor or its sureties of full responsibility for materials furnished or work performed not in strict accordance with the Contract. 23. Review by County The County and its authorized representatives and agents shall have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all instructions and approval with respect to the work will be given to the Contractor only by the County through its authorized representatives or agents. 24. Final Inspection When the Improvements included in this Contract are substantially completed, the Contractor shall notify the County in writing that the work will be ready for final inspection on a definite date which shall be stated in the notice. The County will make the arrangements necessary to have final inspection commenced on the date stated in the notice, or as soon thereafter as is practicable. 25. Ownership and Use of Documents All documents prepared by the Contractor in connection with this Agreement are the property of the County. The contractor will deliver its records and supporting documentation relating to this agreement to the County upon close-out of the projects and the County shall thenceforth be responsible for the maintenance of such records and documents. 26. Deduction for Uncorrected Work If the County deems it not expedient to require the Contractor to correct work not done in accordance with the Contract Documents, an equitable deduction from the Contract Price will be made by agreement between the Contractor and the County and subject to settlement, in case of dispute, as herein provided. 27. Insurance The Contractor shall not commence work under this contract until all required insurance under this paragraph has been secured and approved by the County. These minimum insurance coverage requirements supercede the Calhoun County, Texas General Conditions minimum insurance cover requirements. (a) Worker's Compensation Insurance: The Contractor shall procure and shall maintain during the life of this contract Worker's Compensation Insurance as required by the State of Texas for all of his employees to be engaged in work at the site of the project under this contract and, in case of any such work sublet, the Contractor shall require the subcontractor similarly to provide Worker's Compensation Insurance for all of the employees to be engaged in such work unless such employees are covered by the protection afforded by the Contractor's Worker's Compensation Insurance. (b) Contractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance. The Contractor shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance, Contractor's Property Damage Insurance and Vehicle Liability Insurance in the following amounts: (b)1. CONTRACTOR shall have, (or purchase) and shall maintain in force during the duration of the Work, coverage for the hazard of explosion, collapse and underground shall be included. Coverage for independent contractor's liability, contractual liability, products/completed operations liability, personal injury and broad form property damage shall also be included. Completed operations liability shall be kept in force for at least one (1) year after the date of final completion. Coverages shall have at least the following limits. A. General Aggregate $2,000,000 B. Products -Completed Operations Aggregate $1,000,000 C. Personal and Advertising Injury $1,000,000 D. Each Occurrence $1,000,000 E. Fire Damage $ 50,000 (b)2. ADDITIONAL Insured ALL POLICIES (Except for Workman's Compensation/Employers Liability) will name Calhoun County as an additional insured for all insurance requirements, by policy endorsement, along with County's Employees and OWNER's Engineer as ADDITIONAL INSURED and must provide coverage to the maximum extent permitted by law. The additional insured endorsements shall be on the ISO CG2010 11185 form or CG 2010 (10/93) in combination with CG 2037 of CG 2033, or suitable form equivalent. (b)3. Automobile Liability CONTRACTOR shall have (or purchase) and shall maintain in force, for the duration of the Work, coverage cars and trucks owned, rented, hired, or leased, and others of non - ownership nature used by employees in and around or in connection with the particular Contract. Coverage shall have at least the following limit Combined Single Limit (b)4. Builders Risk Insurance $1,000,000 CONTRACTOR shall have (or purchase) and shall maintain in force during the duration of the Work, coverage for, but not limited to, fire, lightning, windstorm, tornado, hurricane, and hail. Coverage shall be in the amount of 100 percent complete value basis on the insurable portions of the project for the benefit of OWNER, CONTRACTOR, and all subcontractors, as their interests may appear. (b)5. Deductible No deductible on any coverage in excess of $500.00 per occurrence is acceptable. (b)6. In the event OWNER is notified of cancellation of all or any part, OWNER may stop all Work on the Contract or secure insurance at its will and charge CONTRACTOR the cost thereof deducting the cost from CONTRACTOR's funds. (c) Proof of Insurance: The Contractor shall furnish the County with certificates showing the type, amount, class of operations covered, effective dates and date of expiration of policies. Such certificates shall also contain substantially the following statement: 'The insurance covered by this certificate will not be canceled or materially altered, except after ten (10) days written notice has been received by the County." 28. Warranty of Title No material, supplies, or equipment to be installed or furnished under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale, lease -purchase or other agreement by which an interest is retained by the seller or supplier. The Contractor shall warrant good title to all materials, supplies, and equipment installed or incorporated in the work and upon completion of all work, shall deliver the same, together with all improvements and appurtenances constructed or placed by Contractor, to the County free from any claims, liens, or charges. Neither the Contractor nor any person, firm, or corporation furnishing any material or labor for any work covered by this Contract shall have any right to a lien upon any improvement or appurtenance. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to recover under any law permitting such persons to look to funds due the Contractor. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. 29. Warranty of Workmanship and Materials Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of the improvements included in this Contract by the County or the public shall constitute an acceptance of work not done in accordance with the Contract or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall promptly remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within a provided warranty period from the date of final acceptance of the work. 30. Job Offices (a) The Contractor and its subcontractors may maintain such office and storage facilities on the site as are necessary for the proper conduct of the work. These shall be located so as to cause no interference to any work to be performed on the site. The County shall be consulted with regard to locations. (b) Upon completion of the improvements, or as directed by the County, the Contractor shall remove all such temporary structures and facilities from the site, and leave the site of the work in the condition required by the Contract. 31. Partial Use of Site Improvements The County may give notice to the Contractor and place in use those sections of the improvements which have been completed, inspected and can be accepted as complying with the technical specifications and if in its opinion, each such section is reasonably safe, fit, and convenient for the use and accommodation for which it was intended, provided: (a) The use of such sections of the Improvements shall in no way impede the completion of the remainder of the work by the Contractor. (b) The Contractor shall not be responsible for any damages or maintenance costs due directly to the use of such sections. 32. Local Program Liaison For purposes of this Agreement, the County Commissioner Pct. 2 and County Judowill serve as the Local Program Liaison and primary point of contact for the Contractor. All required progress reports and communication regarding the project shall be directed to this liaison and other local personnel as appropriate. 33. Egual Opportunity Clause During the performance of this contract, the Contractor agrees as follows: (a) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (b) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (c) The Contractor will not discourage or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. (d) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (e) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, "Equal Employment Opportunity," and of the rules, regulations, and relevant orders of the Secretary of Labor. (f) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (g) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (h) The Contractor will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (h) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 34. Affirmative Action for Workers with Disabilities The Contractor will not discriminate against any employee or applicant for employment because of disability in regard to any position for which the employee or applicant for employment is qualified. The Contractor agrees to take affirmative action to employ, advance in employment and otherwise treat qualified individuals with disabilities without discrimination based upon their disability in all employment practices such as the following: employment, promotion, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. 35. Section 109 of the Housino and Community Development Act of 1974 No person in the United States shall on the ground of race, color, national origin, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity funded in whole or in part with funds made available under this title. 36. Non Segregated Facilities The Contractor certifies that he does not and will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not and will not permit his employees any segregated facilities at any of his establishments, or permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. As used in this paragraph the term "segregated facilities" means any waiting rooms, work areas, rest rooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. 37. Contract Documents and Drawings The County will furnish the Contractor without charge up to 3 copies of the Contract Documents, including Technical Specifications and Drawings. Additional copies requested by the Contractor will be furnished at cost. 38. Contract Period The work to be performed under this contract shall commence within the time stipulated by the County in the Notice to Proceed, and shall be fully completed within calendar days thereafter. 39. Liquidated Damages Since the actual damages for any delay in completion of the work under this contract are impossible to determine, the Contractor and his Sureties shall be liable for and shall pay to the County the sum of Three Hundred Dollars 300.00 as fixed, agreed and liquidated damages for each calendar day of delay from the above stipulated time for completion. 40. Age Discrimination Act of 1975 Contractor shall comply with the Age Discrimination Act of 503 which provides that no person in the United States shall on the basis of age be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving federal financial assistance. 41. Resolution of Program Non -Compliance and Disallowed Costs In the event of any dispute, claim, question, or disagreement arising from or relating to this Contract, or the breach thereof, including determination of responsibility for any costs disallowed as a result of non-compliance with federal, state or local program requirements, the parties hereto shall use their best efforts to settle the dispute, claim, question or disagreement. To this effect, the parties shall consult and negotiate with each other in good faith within 30 days of receipt of a written notice of the dispute or invitation to negotiate, and attempt to reach a just and equitable solution satisfactory to both parties. If the matter is not resolved by negotiation within 30 days of receipt of written notice or invitation to negotiate, the parties agree first to try in good faith to settle the matter by mediation administered by the American Arbitration Association under its Commercial Mediation Procedures before resorting to arbitration, litigation, or some other dispute resolution procedure. The parties may enter into a written amendment to this Contract and choose a mediatorthat is not affiliated with the American Arbitration Association. The parties shall bear the costs of such mediation equally. [This section may also provide for the qualifications of the mediator(s), the locale of meetings, time limits, or any other item of concern to the parties.] If the matter is not resolved through such mediation within 60 days of the initiation of that procedure, either party may proceed to file suit. 42. Program Fraud and False /Fraudulent Statements or Related Acts The Contractor acknowledges that 21 U.S.0 Chap. 38 (Administrative Remedies for False Claims and Statements) applies to the contractor's actions pertaining to this contract. 43. Retention of Records. (a) The Contractor shall retain all required records for three years after the County makes its final payment and all pending matters are closed. (b) Contractor shall include the substance of this clause in all subcontracts it awards. 44. Access to Records. (a) The contractor agrees to provide the County, the Comptroller General of the United States, the Texas State Auditor, or any of its duly authorized representatives, access to any books, documents, papers, and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to the non -Federal entity's personnel for the purpose of interview and discussion related to such documents. (b) Contractor shall include the substance of this clause in all subcontracts it awards (c) The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. (d) The contractor agrees to provide the County or his authorized representatives access to construction or other work 45. Section 504 Rehabilitation Act of 1973, as amended The Contractor agrees that no otherwise qualified individual with disabilities shall, solely by reason of his/her disability, be denied the benefits of, or be subjected to discrimination, including discrimination in employment, under any program or activity receiving federal financial assistance. 46. Gender Neutral - Gender References When necessary, unless the context clearly requires otherwise, any gender -specific or gender -neutral term in this Contract (for example, he, she, it, etc.) is to be read as referring to any other gender or to no gender. 47. Conflicts of interest. (a) Governing Body. No member of the governing body of the County and no other officer, employee, or agent of the County, who exercises any functions or responsibilities in connection with administration, construction, engineering, or implementation of award between the County, shall have any personal financial interest, direct or indirect, in the Contractor or this Contract; and the Contractor shall take appropriate steps to assure compliance. (b) Other Local Public Officials. No other public official, who exercises any functions or responsibilities in connection with the planning and carrying out of administration, construction, engineering or implementation of the award between the County, shall have any personal financial interest, direct or indirect, in the Contractor or this Contract; and the Contractor shall take appropriate steps to assure compliance. (c) The Contractor and Employees. The Contractor warrants and represents that it has no conflict of interest associated with the award between the County or this Contract. The Contractor further warrants and represents that it shall not acquire an interest, direct or indirect, in any geographic area that may benefit from the award between the County or in any business, entity, organization or person that may benefit from the award. The Contractor further agrees that it will not employ an individual with a conflict of interest as described herein. 48. Certification Regarding Lobbying Certification for Contracts, Grants, Loans, and Cooperative Agreements (See attached certification regarding lobbying). Contractor shall file the required certification. The undersigned certifies, to the best of his or her knowledge and belief, that: No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency; a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. 49. Assignability. The Contractor shall not assign any interest on this Contract, and shall not transfer any interest in the same (whether by assignment or novation), without the prior written consent of the County thereto: Provided, however, that claims for money by the Contractor from the County under this Contract may be assigned to a bank, trust company, or other financial institution without such approval. Written notice of any such assignment or transfer shall be furnished promptly to the County. 50. Civil Rights Act of 1964. Under Title VI of the Civil Rights Act of 1964, no person shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance. 51. Section 503 Handicapped (if $2,500 or Over) Affirmative Action for Handicapped Workers (a) The Contractor will not discriminate against any employee or applicant for employment because of physical or mental handicap in regard to any position for which the employee or applicant for employment is qualified. The Contractor agrees to take affirmative action to employ, advance in employment and otherwise treat qualified handicapped individuals without discrimination based upon their physical or mental handicap in all employment practices such as the following: Employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. (b) The Contractor agrees to comply with the rules, regulations, and relevant orders of the Secretary of Labor issued pursuant to the Act. (c) In the event of the Contractor's noncompliance with the requirements of this clause, actions for non- compliance may be taken in accordance with the rules, regulations, and relevant orders of the Secretary of Labor issued pursuant to the Act. (d) The Contractor will include the provisions of this clause in every subcontract or purchase order of $2,500 or more unless exempted by rules, regulations, or orders of the Secretary issued pursuant to Section 503 of the Act, so that such provisions will be binding upon each subcontractor with respect to any subcontract or purchase order as the Director of the Office of Federal Contract Compliance Programs may direct to enforce such provisions, including action for non-compliance. 52. Solid Waste Disposal Act Contractor must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. 53. Byrd Anti -Lobbying [For Contracts that exceed $100,0001 Contractor shall file the required certification: The undersigned certifies, to the best of his or her knowledge and belief, that: (a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (c) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. 54. Verification No Boycott Israel As required by Chapter 2271, Government Code, CONTRACTOR hereby verifies that it does not boycott Israel and will not boycott Israel through the term of this Agreement. For purposes of this verification, "boycott Israel' means refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli -controlled territory, but does not include an action made for ordinary business purposes. 55. Foreign Terrorist Organizations. Pursuant to Chapter 2252, Texas Government Code, [Company] represents and certifies that, at the time of execution of this Agreement neither [Company], nor any wholly owned subsidiary, majority -owned subsidiary, parent company or affiliate of the same (i) engages in business with Iran, Sudan, or any foreign terrorist organization as described in Chapters 806 or 807 of the Texas Government Code, or Subchapter F of Chapter 2252 of the Texas Government Code, or (ii) is a company listed by the Texas Comptroller of Public Accounts under Sections 806.051, 807.051, or 2252.153 of the Texas Government Code. The term "foreign terrorist organization" in this paragraph has the meaning assigned to such term in Section 2252.151 of the Texas Government Code. 56. Nondiscrimination Contractor will comply with all Federal statutes relating to nondiscrimination. These include but are not limited to: (a) Title VI of the Civil Rights Act of 1964 (P.L. 88-352) which prohibits discrimination on the basis of race, color or national origin; (b) Title IX of the Education Amendments of 1972, as amended (20 U.S.C. §§1681 1683, and 1685- 1686 and 44 C.F.R. Part 19), which prohibits discrimination on the basis of sex; (c) Section 504 of the Rehabilitation Act of 1973, as amended (29) U.S.C. §794), which prohibits discrimination on the basis of handicaps; (d) the Age Discrimination Act of 1975, as amended (42 U.S.C. §§6101-6107), which prohibits discrimination on the basis of age; (e) the Drug Abuse Office and Treatment Act of 1972 (P.L. 92-255), as amended relating to nondiscrimination on the basis of drug abuse; (f) the Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (P.L. 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; (g) §§523 and 527 of the Public Health Service Act of 1912 (42 U.S.C. §§290dd-3 and 290ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; (h) Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§3601 et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; i) any other nondiscrimination provisions in the specific statue(s) under which agreement for Federal assistance is being made; and Q) the requirements of any other nondiscrimination statue(s) which may apply to this agreement CALHOUN COUNTY, TEXAS GENERAL CONDITIONS General Conditions apply to all advertised Invitations to Bid (hereinafter called Bid), Request for Proposals (hereinafter called RFP), Request for Qualifications (hereinafter called RFQ), Contracts/Agreements/Leases (hereinafter called Contract); however these may be superseded in whole or in part by the scope, special requirements, specifications or special sections of Texas Government Code and/or Texas Local Government Code. Governing Law: Bidder/Vendor is advised that the Bid, RFP, RFO, and/or Contract shall be fully governed by the laws of the State of Texas and that Calhoun County may request and rely on advice, decisions and opinions of the Attorney General of Texas and the County Attorney concerning any portion of the Bid, RFP, RFO, and/or Contract. All parties agree that the venue for any litigation arising from this Bid, RFP, RFQ and/or Contract shall be held in Port Lavaca, Calhoun County, Texas. Completion of Bid. RFP. RFQ, and/or Contract Forms: Once the Bid, RFP, RFQ and/or Contract is released for bidding, Calhoun County will not answer any questions except through an addendum that has been approved by Calhoun County Commissioners Court or at a mandatory pre -bid meeting. Complete, sign, and return to the Calhoun County Judge's Office the required number of Bid forms, RFP forms, RFQ forms, and/or Contracts, and any other required information by the day and time the Bid, RFP, RFQ and/or Contract is due. The Bid, RFP, RFQ, and/or Contract must be signed and dated by an officer, employee or agent who is duly authorized to execute this Bid, RFP, RFQ and/or Contract, and affirms that this company, corporation, firm, partnership or individual has not prepared this Bid, RFP, RFQ, and/or Contract in collusion with any other bidder/vendor or any official or employee of Calhoun County, and that the contents of this Bid, RFP, RFO, and/or Contract as to prices, terms or conditions of said Bid, RFP, RFQ, and/or Contract have not been communicated by the individual signing nor by any employee or agent to any other person engaged in this type of business orto any official or employee of Calhoun County prior to the official opening of this Bid, RFP, RFQ and/or Contract. The use of liquid paper or white out is not acceptable and may result in the disqualification of the bidders/vendor's Bid, RFP, RFQ and/or Contract. If an error is made, the bidder/vendor must draw a line through the error and initial each change. All responses typed or handwritten in ink must be clear and legible. Submission of Sealed Bid, RFP, RFQ, and/or Contract: All Bids, RFPs, RFQs, and/or Contracts must be delivered to the County Judge's Office in a SEALED envelope. When submitting a SEALED Bid, RFP, RFQ, and/or Contract the envelope must be taped and/or glued closed in order for it to be accepted as a SEALED Bid, RFP, RFQ and/or Contract. The bidder/vendor must submit the original and required number of copies of their completed Bid, RFP, RFO, and/or Contract and any additional required information/forms in a SEALED envelope to the Calhoun County Judge's Office, Calhoun County Courthouse, 211 South Ann Street, 3'd Floor, Suite 301, Port Lavaca, Texas. The Bid, RFP, RFQ and/or Contract will specify the date and time due. The cell phone in the County Judge's office or the cell phone of the County Auditor's Representative is the official clock that will be used in determining the time the Bid, RFP, RFQ, and/or Contract is received and the time deadline that the Bid, RFP, RFQ and/or Contract will be opened. A late delivery with an early postmark or delivery of the Bid, RFP, RFQ, and/or Contract to the wrong office will not suffice. Bids, RFPs, RFQs, and/or Contracts received after the deadline will not be considered for award, regardless of whether or not the delay was outside of the control of the submitting bidder/vendor. The door to the County Judge's office will be closed once the due date and time has been reached and no other bids will be accepted. Calhoun County will not be responsible for the delivery of your Bid, RFP, RFQ and/or Contract to the office of the Calhoun County Judge. Calhoun County is not responsible for late deliveries due to postal mail or other mail delivery services delays. Calhoun County is not responsible for the delivery of the Bid, RFP, RFQ, and/or Contract to the wrong office. Calhoun County does not accept faxed or emailed Bids, RFPs, RFQs, and/or Contracts. If the bidder/vendor would like to confirm the delivery of their Bid, RFP, RFQ, and/or Contract, the bidder/vendor may call the Calhoun County Judge's office at361-553-4600. Late Bids, RFPs, RFQs, and/or Contracts will not be accepted. Bids, RFPs, RFQs, and/or Contracts received after the deadline will not be opened and shall be considered void and unacceptable. Bids, RFPs, RFQs, and/or Contracts must be submitted in a SEALED 9 x 12 or larger envelope, addressed as follows: Richard H. Meyer, County Judge, Calhoun County Courthouse, 211 S. Ann St., Suite 301, Port Lavaca, TX 77979. The outside of the SEALED envelope must be clearly marked: SEALED BID (RFP, RFQ or Contract) and the name of the Bid, RFP, RFQ, or Contract. If the Bid, RFP, RFQ and/or Contract is sent by UPS, FedEx or other delivery service, the outside of this envelope must be clearly marked: SEALED Bid (RFP, RFQ, or Contract) and the name of the Bid, RFP, RFQ, or Contract. Withdrawal of Bid. RFP. RFQ. and/or Contract: A bidder/vendor may withdraw their Bid, RFP, RFQ, and/or Contract before Calhoun County's acceptance of the Bid, RFP, RFQ and/or Contract without prejudice to the bidder/vendor, by submitting a written request for its withdrawal to the Calhoun County Judge and mail or hand deliver to the address the Bid, RFP, RFQ, and/or Contract was submitted to. A Bid, RFP, RFQ, and/or Contract that was opened are not subject to amendment, alteration, or change for the purpose of correcting an error in the Bid, RFP, RFQ and/or Contract price. Bids, RFPs, RFQs, and/or Contracts containing an error may be offered "as is" or withdrawn by the bidder/vendor in accordance with applicable State Laws. Onening and Award of Bid. RFP, RFQ. and/or Contract: Bidders/vendors are invited to be present at the opening and awarding of the Bid, RFP, RFQ, and/or Contract. Governing Forms: In the event of any conflict between the terms and provisions of these conditions, the Bid, RFP or RFQ specifications or contract, if applicable, shall govern. In the event of any conflict of interpretation of any part of this overall document, Calhoun County's interpretation shall govern. Addendums: When specifications are revised, the Calhoun County Auditor's Office will send each bidder/vendor that received a Bid, RFP, RFQ and/or Contract packet the addendum once it has been approved by Calhoun County Commissioners Court. No addendum can be sent out until Calhoun County Commissioners Court has approved the addendum or approved the addendum to be sent out by the Engineer with the approval from the County Commissioner or County Department in charge of the project. Indemnification/Hold Harmless: The successful bidder/vendor shall defend, indemnify and hold Calhoun County and its officials, agents, and employees harmless from all suits, actions, or for personal injury, death and/or property damage arising from any cause whatsoever, resulting directly or indirectly from bidder's/vendor's performance. Bidder/vendor shall procure and maintain, with respect to the subject matter of this Bid, RFP, RFQ, and/or Contract, appropriate insurance coverage including, as a minimum, general liability and property damage, workers' compensation, employer's liability and auto insurance with adequate limits to cover bidder's/vendor's liability as may arise directly or indirectly from work performed under terms of this Bid, RFP, RFQ, and/or Contract. Certification of such coverage shall name, by policy endorsement, Calhoun County as an additional insured and be provided to Calhoun County upon request. Waiver of Subrogation: Bidder/vendor and bidder's/vendor's insurance carrier shall waive any and all rights whatsoever with regard to subrogation against Calhoun County and its respective officials, employees, and insurers as an indirect party to any suit arising out of personal or property damages resulting from bidder's/vendor's performance under this Bid, RFP, RFQ, and/or Contract. Insurers and all policies of insurance provided shall contain a provision and/or endorsement stating that the insurance carriers and underwriters waive all rights of subrogation in favor of Calhoun County and its respective officials, employees, and insurers. Bonds: If the Bid, or RFP, requires submission of bid or proposal guarantee and performance bond, there will be a separate page explaining those requirements. Bids or RFPs submitted without the required bid bond or cashiers checks are not acceptable. Taxes: Calhoun County is exempt from all sales tax (state, city and county sales tax) and federal excise taxes under Section 151.309 of the Texas Tax Code. Tax exempt forms will be furnished upon request to the bidder/vendor. Tax exempt forms can be obtained from the Calhoun County Auditors Office. Bidder/vendor is to issue its Texas Resale Certificate to vendors and subcontractors for such items qualifying for this exemption, and further, bidder/vendor should state these items at cost. Pricine: Prices for all products/goods, services, and/or contracts shall be firm for the duration of the Bid, RFP, and/or Contract and shall be stated on the Bid, RFP, and/or Contract form. Prices shall be all inclusive. All prices must be written in ink or typewritten and must be legible. Pricing on all transportation, freight, and other charges are to be prepaid by the bidder/vendor and included in the Bid, RFP, and/or Contract prices. If there are any additional charges of any kind, other than those mentioned above, specified or unspecified, bidder/vendor must indicate the items required and their costs or forfeit the right to payment for such items. Additional charges added to the Bid, RFP, and/or Contract prices may void the Bid, RFP, and/or Contract. Where unit pricing and extended pricing differ, unit pricing prevails. Inspections: Calhoun County reserves the right to inspect any products/goods or service location for compliance with specifications and requirements and needs of the using department before accepting them. When applicable, Calhoun County reserves the right to enter upon any County leased premises at any time to inspect said premises. Testing: Calhoun County reserves the right to test equipment, supplies, materials, and products/goods bid, proposed, and/or agreed upon for quality, compliance with specifications and ability to meet the needs of the user. Should the equipment, supplies, materials, products/goods and/or services fail to meet requirements and/or be unavailable for evaluation, the Bid, RFP, and/or Contract is subject to rejection. Material Safety Data Sheets: Under the "Hazardous Communications Act", commonly known as the "Texas Right To Know Act", a bidder/vendor must provide to Calhoun County with each delivery, material safety data sheets which are applicable to hazardous substances defined in the Act. Failure of the bidder/vendor to furnish this documentation will be cause to reject any Bid, RFP, and/or Contract applying thereto. Awards: Calhoun County reserves the right to award this Bid, RFP, RFQ, and/or Contract on the basis of lowest and/or best Bid, RFP, RFQ and/or Contract that met specifications in accordance with the laws of the State of Texas, to waive any formality or irregularity, to make awards to more than one bidder/vendor, to reject any or all Bids, RFPs, RFQs, and/or Contracts and to be the sole judge in determining which Bid, RFP, RFQ, and/or Contract will be most advantageous to Calhoun County. Calhoun County will evaluate and may award a Bid, RFP, RFQ, and/or Contract based on lowest and/or best Bid, RFP, RFQ, and/or Contract meeting specifications. "Lowest and/or best Bid, RFP, RFQ, and/or Contract" means a bid or offer providing the best value considering associated direct and indirect costs, including transport, maintenance, reliability, life cycle, warranties, the county's past experience with the bidder/vendor and customer service after a sale. Calhoun County reserves the right to accept and/or reject any/all of the options Bid, any/all of the RFPs, any/all of the RFQs, and/or any/all of the Contracts as it deems to be in the best interest of the County. An award is final only upon formal execution by Calhoun County Commissioners Court. Per Local Government Code, Sec. 262.027, Calhoun County reserves the right to reject all Bids, RFPs, RFQs, and/or Contracts and to go out for new Bids, RFPs, RFQs, and/or Contracts. In the event of tie Bids, RFPs, RFQs, and/or Contracts, the winning Bid, RFP, RFQ, and/or Contract is determined per the Texas Local Governmental Code 262.027(b). Calhoun County, Texas is an Affirmative Action/Equal Opportunity Employer. The County does not discriminate on the basis of race, color, national origin, sex, sexual orientation, gender identity, religion, age or handicapped status in employment or the provision of services. Section 3 Residents, Minority Business Enterprises, Small Business Enterprises, Women Business Enterprises, and labor surplus area firms are encouraged to submit Bids, RFPs, RFQs, and/or Contracts. Assignment: The successful bidder/vendor may not assign, sell, sublease or otherwise transfer the Bid, RFP, RFQ, and/or Contract without first obtaining the written approval of Calhoun County Commissioners Court. A change in ownership or management shall cancel the Bid, RFP, RFQ and/or Contract unless a mutual agreement is reached with the new owner or manager to continue the Bid, RFP, RFQ, and/or Contract under the awarded provisions and approved by Calhoun County Commissioners Court. Term of the Bid. RFP, RFQ, and/or Contract: If the Bid, RFP, RFQ, and/or Contract is intended to cover a specific time period, said time will be given in the specifications, instructions, and/or contracts. Obligation of the Bid. RFP. RFQ, and/or Contract: Bids, RFPs, RFQs, and/or Contracts are awarded only upon formal execution by Calhoun County Commissioners Court. If a contract is required, the Calhoun County Judge or other person authorized by Calhoun County Commissioners Court must sign the contract before it becomes binding on Calhoun County. No person is authorized to sign contracts until authorized by Calhoun County Commissioners Court. Calhoun County is not responsible for any contract signed without Commissioners Court approval. Delivery: All items shall be shipped F.O.B. inside (or site location) delivery unless otherwise stated in the specifications. Default in promised delivery (without accepted reasons) or failure to meet specifications, authorizes Calhoun County to purchase supplies from the next lowest bidder/vendor that met specifications. Resections: Articles not in accordance with samples and specifications must be removed by the bidder/vendor at the bidder's/vendor's expense. All disputes concerning quality of equipment, supplies, materials, products/goods, and/or services delivered under this Bid, RFP, RFQ and/or contract will be determined by Calhoun County Commissioners Court or their designated representative. Termination: Calhoun County reserves the right to terminate the Bid, RFP, RFQ and/or Contract for default if the bidder/vendor breaches any of the terms therein, including warranties of bidder/vendor or if the bidder/vendor becomes insolvent or commits acts of bankruptcy. Such right of termination is in addition to and not in lieu of any other remedies, which Calhoun County may have in law or equity. Default may be construed as, but not limited to, failure to deliver the proper products/goods and/or services within the proper amount of time, and/or to properly perform any and all services required to Calhoun County's satisfaction and/or to meet all other obligations and requirements. Bids, RFPs, RFQs, and/or Contracts may be terminated without cause upon thirty (30) days written notice to either party unless otherwise specified. The bidder/vendor or Calhoun County must state therein the reasons for such cancellation. Calhoun County reserves the right to award cancelled Bid, RFP, RFQ, and/or Contract to the next lowest and best bidder/vendor that met specifications and is deemed to be in the best interest of Calhoun County. Delinquent Property Taxes: Calhoun County reserves the right to reject any Bid, RFP, RFQ, and/or Contract submitted by a bidder/vendor owing delinquent property taxes to Calhoun County, Texas. If the bidder/vendor subsequently becomes delinquent in the payment of Calhoun County taxes this may be grounds for cancellation of the Bid, RFP, RFQ and/or Contract. Despite anything to the contrary, if the bidder/vendor is delinquent in payment of Calhoun County taxes at the time of invoicing, bidder/vendor assigns any payments to be made under this Bid, RFP, RFQ, and/or Contract to the Calhoun County Tax Assessor Collector for the payment of delinquent taxes. Certificate of Interested Parties — Form 1295 Section 2252.908 was added to the Government Code by the 80 Texas Legislature through adoption of House Bill 1295. Senate Bill 255 adopted by the 85`h Legislature Regular Session amended the law effective for contracts entered into or amended on or after January 1, 2018. Additional exemptions from Form 1295 requirement were added for 1) a contract with a publicly traded business entity, including a wholly owned subsidiary of the business entity, 2) a contract with an electric utility as defined by Section 31.002 of the Utilities Code, or 3) a contract with a gas utility as defined by Section 121.001 of the Utilities Code. Notarization of Form 1295 has been replaced by an unsworn statement under penalty of perjury by an authorized representative of the business entity. The Texas Ethics Commission promulgated rules to implement the law and established an online portal: https://www.ethics.state.tx.us/whatsnew/elf—info—forml295.htm. The law states that a County may not enter into a contract with a business entity unless a Certificate of Interested Parties (Form 1295) has been completed and provided to the County at the time the contract is considered for action by Commissioners Court. The term "business entity' includes a sole proprietorship, partnership or corporation (whether for -profit or non-profit). The term "contract" includes amendment, extension or renewal of an existing contract (Bids, RFPs, and/or RFQs also require Form 1295). The law does not apply to a Bid, RFP, RFQ and/or Contract between the County and another governmental entity or state agency. The county is required to file Form 1295 with the state within thirty (30) days of approving a contract, and/or awarding a Bid, RFP, RFC, and/or Contract with a business entity. Governmental transparency is the objective of the law. A business entity must generate Form 1295 online. A business entity must use the application at the Texas Ethics Commission website to enter the required information on Form 1295 and print a copy of the completed form, which will include a certification of filing that will contain a unique certification number and date filed in the box marked "Office Use Only" located at the top right hand corner of the form. An authorized agent of the business entity must sign and complete the bottom portion of the printed copy of the form affirming under the penalty of perjury that the completed form is true and correct. Calhoun County Commissioners Court will not consider for action any Contract with a business entity unless it is accompanied by a completed and signed Form 1295 or a signed statement declaring the provision of the law under which the business entity is exempt. A business entity will generate Form 1295 online after notification of award and submit with their signed contract. (See Attachment A to General Conditions) No later than thirty (30) days after Calhoun County Commissioners Court approves a contract with a business entity, the Calhoun County Clerk will file acknowledgement of receipt of the Form 1295 with the Texas Ethics Commission. The Texas Ethics Commission will post the completed Form 1295 to its website within seven (7) business days after Calhoun County acknowledges receipt of the form. Debarment: Bidder/vendor certifies that at the time of submission of its (their) Bid, RFP, RFO, and/or Contract, the bidder/vendor, as well as the bidders/vendor's principals, are not on the federal government's list of suspended, ineligible or debarred bidders/vendors and that the bidder/vendor and its (their) principals have not been placed on this list between the time of the Bid, RFP, RFQ, and/or Contract submission and the time of execution of the Bid, RFP, RFQ and/or Contract. A print out of the search results that includes the record date showing that the Company, and its Principals, if any, have an active registration with the System for Award Management (www.SAM.gov) AND are not debarred or suspended nor otherwise on the Excluded Parties List System (EPLS) in the System for Award Management (SAM) must be included with the bidder's/vendor's Bid, RFP, RFQ and/or Contract. If bidder/vendor or its (their) principals are placed on this list during the term of the Bid, RFP, RFQ, and/or Contract, the bidder/vendor shall notify the Calhoun County Auditor. False certification or failure to notify may result in termination of the Bid, RFP, RFQ, and/or Contract for default. Invoices and Payments: All invoices are subject to approval by the Calhoun County Auditor's Office. Invoices shall be billed to Calhoun Countyto the attention of the County Department that the invoice pertains to and, if applicable, have all necessary backup information needed. Invoices shall be itemized (detailed) and free of sales tax (state, city and county sales tax) and federal excise taxes, if applicable. Invoices that are not billed to Calhoun County to the attention of the County Department that the invoice pertains to, not itemized (detailed) and/or free of sales tax (state, city and county sales tax) and federal excise taxes, if applicable, may be returned to the bidder/vendor for corrections. Calhoun County will not incur any fees and/or charges for this request and/or delay in payment of the invoice(s) that was originally submitted incorrectly. Approval of payment of all invoices will be made once the purchase order and invoice(s) are properly and timely submitted to the Calhoun County Treasurer's Office by the appropriate County department. Each County department is responsible for submitting their purchase orders for payment to the Calhoun County Treasurer's Office by the deadline time and date set forth by the Treasurer's office. No payment can be made or mailed out until approved by Calhoun County Commissioners Court. Purchase order due dates/times and Commissioners Court dates/times are subject to change. Calhoun County's obligation is payable only and solely from funds available for the purpose of this purchase. Lack of funds shall render the order null and void to the extent funds are not available and any delivered but unpaid goods will be returned to the seller by the county. Gratuities: Calhoun County may, by written notice to the bidder/vendor, cancel any order and/or service without liability, if it is determined by Calhoun County that gratuities, in the form of entertainment, gifts, or otherwise were offered or given by the bidder/vendor, or any agent or representative of the bidder/vendor to any official, employee, or agent of Calhoun County with a view toward securing a Bid, RFP, RFQ, Contract, order, and/or service. In the event a Bid, RFP, RFQ, Contract, order, and/or service is canceled by Calhoun County pursuant to this provision, the County shall be entitled, in addition to any other rights and remedies, to recover or withhold the amount of the cost incurred by bidder/vendor in providing such gratuities. Warranty Product: Bidder/vendor warrants that products/goods sold to and/or services provided to Calhoun County shall conform to the highest commercial and/or professional standards in the industry and laws established by the U.S. Department of Labor, U.S. Department of Homeland Security, Occupational Safety and Health Administration and OSHA Act of 1970. In the event products/goods sold and/or services provided do not conform to OSHA Standards, where applicable, Calhoun County shall return the product/item for correction or replacement at the bidder's/vendor's expense. In the event that services do not conform to OSHA Standards, Calhoun County may immediately stop the services and seek reimbursement for said services at the bidder's/vendor's expense. In the event the bidder/vendor fails to make the appropriate correction within a reasonable time, correction made by Calhoun County shall be at the bidder's/vendor's expense. Bidder/vendor shall not limit or exclude any implied warranties and any attempt to do so shall render this Bid, RFP, RFQ and/or Contract voidable at the option of Calhoun County. Bidder/vendor warrants that the products/goods and/or services furnished and/or performed will conform to the specifications, scope of work, general conditions, drawings, and/or descriptions listed in the Bid, RFP, RFQ and/or Contract and to the sample(s) furnished by bidder/vendor, if any. In the event of a conflict between the specifications, scope of work, general conditions, drawings, and/or descriptions, the specifications shall govern. All products/goods must be new, in first class condition, unless otherwise specified. The design, strength and quality of materials must conform to the highest standards of manufacturing practice. Products/goods, and/or services supplied and/or performed under this Bid, RFP, RFQ and/or Contract shall be subject to Calhoun County's approval. Successful bidder/vendor shall warrant that all products/goods and/or services shall conform to the proposed specifications and/or all warranties as stated in the Uniform Commercial Code and be free from all defects in material, workmanship and title. Any products/goods and are services found defective or not meeting specifications shall be picked up and promptly replaced or corrected to Calhoun County's satisfaction by the successful bidder/vendor at no expense to Calhoun County. Cancellation: Calhoun County shall have the right to cancel for default all or any part of the undelivered portion of an order and/or services if bidder/vendor breaches any of the terms hereof including warranties of bidder/vendor, or if the bidder/vendor becomes insolvent or files for protection under the bankruptcy laws. Such rights of cancellation are in addition to and not in lieu of any other remedies, which Calhoun County may have in law or equity. Calhoun County shall not incur any fees and/or charges related to the cancellation. The bidder/vendor shall be responsible for any fees and/or charges that are related to the cancellation. Force Maieure• Force Majeure means a delay encountered by a party in the performance of its obligations under this Bid, RFP, RFQ, and/or Contract, which is caused by an event beyond the reasonable control of that party. Without limiting the generality of the foregoing, "Force Majeure" shall include but not be restricted to the following types of events: acts of God or public enemy; acts of governmental or regulatory authorities; fires, floods, epidemics or serious accidents; unusually severe weather conditions; strikes, lockouts, or other labor disputes; and defaults by subcontractors. In the event of a Force Majeure, the affected party shall not be deemed to have violated its obligations under this Bid, RFP, RFC, and/or Contract, and the time for performance of any obligations of that party shall be extended by a period of time necessary to overcome the effects of the Force Majeure, provided that the foregoing shall not prevent this Bid, RFP, RFQ, and/or Contract from terminating in accordance with the termination provisions. If any event constituting a Force Majeure occurs, the affected party shall notify the other parties in writing, within twenty-four (24) hours, and disclose the estimated length of delay, and cause of the delay. Waiver: No claim or right arising out of a breach of any Bid, RFP, RFQ and/or Contract can be discharged in whole or in part by a waiver or renunciation of the claim or right unless the waiver or renunciation is supported by consideration and is in writing signed by the aggrieved party. Applicable Law: To the extent it is applicable, this Bid, RFP, RFC and/or Contract shall be governed by the Uniform Commercial Code. Whenever the term "Uniform Commercial Code" is used it shall be construed as meaning the "Uniform Commercial Code" as adopted in the State of Texas as effective and in force on the date of this Bid, RFP, RFC and/or Contract. Otherwise, Texas state and federal law shall apply. Prohibition against Personal Interest in Bids. RFPs. RFQs, and/or Contracts: No official, employee, or agent of Calhoun County shall have financial interest, direct or indirect, in any Bid, RFP, RFC and/or Contract with Calhoun County, or shall be financially interested, directly or indirectly, in the sale/lease to Calhoun County of any land, materials, supplies, or service, except on behalf of Calhoun County as an official, employee, or agent. Any willful violation of this section shall constitute malfeasance in office, and any official, employee, or agent guilty thereof shall be subject to disciplinary action under applicable laws, statutes and codes of the State of Texas. Any violation of this section, with the knowledge, expressed or implied of the company, corporation, firm, partnership, or individual contracting with Calhoun County shall render the Bid, RFP, RFC and/or Contract involved voidable by the Calhoun County Commissioners Court. Insurance: Proof (copy of bidder's/vendors current insurance) of the below listed insurance may be required to be returned with the Bid, RFP, RFC and/or Contract. As additional security for Calhoun County and as separate obligations of bidder/vendor not in conjunction with any other provisions of the Bid, RFP, RFC and/or Contract, bidder/vendor agrees to carry and maintain during the term of the Bid, RFP, RFC and/or Contract the minimum insurance coverages stated below. Before commencing work, the successful bidder/vendor shall be required, at his own expense, to furnish the Calhoun County Auditor within ten (10) days of notification of award with a certificate(s) of liability insurance (Form ACORD 25 or equivalent) showing, at least, the following minimum insurance coverage to be in force throughout the term of the Bid, RFP, RFQ and/or Contract. Higher rates and/or additional coverage may apply depending upon type of Bid, RFP, RFC and/or Contract. o General Liability ($100,000/$300,000 or greater) o Workers' Compensation (at Statutory Limits) o Employers Liability ($1,000,000 or greater) o Auto Insurance ($100,000 BIPP/$300,000 BIPO/$100,000 PD or greater) o Professional Liability Insurance (if applicable) o Farm Liability Insurance (if applicable) Coverages shall apply on an occurrence basis. The certificate(s) must reflect, by policy endorsement, that Calhoun County, Texas is an additional insured on all required policies. Each certificate of liability insurance (Form ACORD 25 or equivalent) to be furnished by successful bidder's/vendor's insurance agent shall include, by endorsement to the policy, a statement that a notice shall be given to the Calhoun County Auditor by certified mail thirty (30) days prior to cancellation, material change, or non -renewal in coverage. Calhoun County's receipt of or failure to object to any insurance certificates or policies submitted by the bidder/vendor does not release or diminish in any manner the liability or obligations of the bidder/vendor or constitute a waiver of any of the insurance requirements for the Bid, RFP, RFQ, and/or Contract. Replacement certificate(s) of liability insurance (Form ACORD 25 or equivalent) evidencing continuation of such coverage and naming, by policy endorsement, Calhoun County as an additional insured, shall be furnished to the Calhoun County Auditors office prior to the expiration of the current policies. Should bidder/vendor at any time neglect, refuse to provide, or cancel the insurance required, Calhoun County shall have the right to terminate the Bid, RFP, RFQ, and/or Contract or pursue any remedy available by law. The insurance coverage requirements in the Bid, RFP, RFQ and/or contract will in no way be construed as limiting the scope of indemnification. OSHA Requirements: Bidder/vendor must meet all Federal and State OSHA requirements. The bidder/vendor hereby guarantees to Calhoun County that all materials, supplies, equipment and/or services listed on the Bid, RFP, RFQ, Contract, Purchase Order or Invoice shall conform to the requirements, specifications and standards promulgated by the U.S. Department of Labor under the Occupational Safety and Health Act of 1970, as amended and in force at the date hereof. Protest Procedures: All protests and disputes will be held in Port Lavaca, Calhoun County, Texas. Any actual or prospective bidder/vendor who believes they are aggrieved in connection with or pertaining to a Bid, RFP, RFQ, and/or Contract may file a protest. The protest must be delivered in writing to the Calhoun County Auditor's Office, in person or by certified mail return receipt requested prior to award. The written protest must include: o Name, mailing address and business phone number of the protesting party; o Appropriate identification of the Bid, RFP, RFQ, and/or Contract being protested; o A precise statement of the reasons for the protest; and o Any documentation or other evidence supporting the protest and any alleged claims The Calhoun County Auditor's Office will attempt to resolve the protest, including at the County Auditors option, meeting with the protesting party. If the protest is successfully resolved by mutual agreement, written verification of the resolution, with specifics on each point addressed in the protest, will be forwarded to Calhoun County Commissioners Court. If the Calhoun County Auditors Office is not successful in resolving the protest, the protesting party may request in writing that the protest be considered by Calhoun County Commissioners Court. Applicable documentation and other information applying to the protest will be forwarded to Calhoun County Commissioners Court, who will promptly review such documentation and information. If additional information is required, Calhoun County Commissioners Court will notify the protesting partyto provide such information. The decision of Calhoun County Commissioners Court will be final. Public Information Act: All governmental information is presumed to be available to the public. Certain exceptions may apply to the disclosure of the information. Bidder/Vendor waives any obligation to the release to the public of any documents submitted in accordance with the Bid, RFP, RFQ and/or Contract. Governmental bodies shall promptly release requested information that is not confidential by law, either constitutional, statutory, or by judicial decision, or information for which an exception to disclosure has not been sought. CALHOUN COUNTY AUDITOR To request information from Calhoun County, please contact: Calhoun County Auditor Calhoun County Courthouse Annex II 202 S Ann St, Suite B Port Lavaca, TX 77979 Phone: 361-553-4610 Fax: 361-553-4614 The Packet, Invitation for Bids, Request for Proposals and/or Request for Qualifications are posted on Calhoun County's website, www.calhouncotx.org, under Public Notices, Bid Notices and Results. ATTACHMENT A CALHOUN COUNTY, TEXAS GENERAL CONDITIONS CERTIFICATE OF INTERESTED PARTIES FORM 1295 A business entity will generate Form 1295 online after notification of award and submit with their signed contract. Form 1295 must be filled out and submitted online, printed, complete #6, signed and returned with the Agreement, Contract, or Lease. See Calhoun County, Texas — Policy of Compliance TO FILL OUT FORM 1295: Go to: https://www.ethics.state.tx.us/File 1. If you have an account, log in and proceed with the process or if you do not have an account, follow the instructions to set up an account and then proceed with the process. 2. Submit and print a copy of the form which will contain a unique certification number and date submitted in the upper right hand box that is marked "Office Use Only". 3. The Respondent or an authorized agent of the Respondent must sign and date the printed copy of the form (making sure all of #6 is completed). 4. The completed Form 1295 must be included with your Agreement, Contract or Lease, when it is submitted to Calhoun County. For help in filling out the form: #1 Name of Business Entity filing the form, and the City, State and Country of the Entity's place of business #2 Calhoun County, Texas (Also, if applicable, insert name of County Department) #3 • Contract number, if not given, can be the year or dates associated with the Agreement, Contract, Lease or if for a Bid, RFP, or RFQ the Bid, RFP, RFQ number and dates the Bid, RFP, RFQ pertains to • Description is description of Agreement, Contract, Lease or name of Bid, RFP, RFQ On #4 and #5, complete only the one that applies to you #4 Fill in the correct information if this applies OR #5 Mark an X in the Box if this applies #6 Fill in the correct information, submit and print After printing, the respondent or an authorized agent of the respondent must sign and date (making sure all of #6 is completed) When you print you should see a Certificate Number and Date in the upper right hand box that is marked "Office Use Only". CERTIFICATE OF INTERESTED PARTIES FORM 1295 OFFICE USE ONLY Complete Nos. 1 - 4 and 6 if there are interested parties. Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. ♦`� I Name of business entity filing form, and the city, state and country of the business entity's place of business. 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. 3 Provide the identification number used by the governmental entity or state agency to tjjj+++ kQ identify the contract, and provide a description of the services, goods, or other property to be provided u>e contract. 4 Name of Interested Party City, State, Country /.� :Nature of Interest (check applicable) Controlling Intermediary (place of business) �. ♦ ✓ 6 Check only if there' I terested Party. ❑ 6 UNSWORN DEC11 N My name is k1 , and my date of birth is �So My addre , (street) (city) (state) (zip code) (country) �dlt under penalty of perjury that the foregoing is true and correct. \Executed in County, State of , on the day of , 20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) ADD ADDITIONAL PAGES AS NECESSARY Form provided by Texas Ethics Commission w .ethics.state.tx.us Revised 12122/2017 Calhoun County, Texas POLICY OF COMPLIANCE SECTION 2252.908 TEXAS GOVERNMENT CODE Approved by Commissioners Court January 28, 2016 Amended by Commissioners Court January 31, 2018 and September 14, 2022 BACKGROUND Section 2252.908 was added to the Government Code by the 84th Texas Legislature through the adoption of House Bill 1295. The law states that the County may not enter into a contract with a business entity unless a Certificate of Interested Parties (Form 1295) is provided to the county at the time the contract is considered for action by Commissioner's Court. The term "business entity' includes a sole proprietorship, partnership or corporation (whether for -profit or non-profit). The term "contract" includes amendment, extension or renewal of an existing contract. The law does not apply to a contract between the County and another governmental entity or state agency. The county is required to file Form 1295 with the state within 30 days of approving a contract with a business entity. Governmental transparency is the objective of the law. Senate Bill 255 adopted by the 85th Legislature Regular Session amended the law effective for contracts entered into or amended on or after January 1, 2018. Additional exemptions from Form 1295 requirement were added for 1) a contract with a publicly traded business entity, including a wholly owned subsidiary of the business entity, 2) a contract with an electric utility as defined by Section 31.002 of the Utilities Code, or 3) a contract with a gas utility as defined by Section 121.001 of the Utilities Code. Notarization of Form 1295 has been replaced by an unsworn statement under penalty of perjury by an authorized representative of the business entity. The Texas Ethics Commission promulgated rules to implement the law and established an online portal https://www.ethics.state.tx.us/whatsnew/elf_ info _form1295.htm. A business entity will generate Form 1295 online. Calhoun County will acknowledge online the receipt of Form 1295 after a contract is executed. Within seven business days, Form 1295 will be available for public viewing on the Commission's website. COMPLAINCE Calhoun County Commissioners Court will not consider for action any contract with a business entity unless it is accompanied by a completed, signed Form 1295 or a signed statement declaring the provision of the law under which the business entity is exempt. No later than 30 days after Commissioner's Court approves a contract with a non-exempt business entity, the County Clerk will file acknowledgement of receipt of the Form 1295 with the Texas Ethics Commission. ATTORNEY'S REVIEW CERTIFICATION BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION PROJECT I, the undersigned, of CALHOUN COUNTY, do hereby certify as follows: the duly authorized and acting legal representative I have examined the attached contract(s) and surety bonds and am of the opinion that each of the agreements may be duly executed by the proper parties, acting through their duly authorized representatives; that said representatives have full power and authority to execute said agreements on behalf of the representative parties; and that the agreements shall constitute valid and legally binding obligations upon the parties executing the same in accordance with terms, conditions and provisions thereof. Attorney's signature: Print Attorney's Texas State Bar Number: Date: PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that: (Corporation / Partnership) and (Name of Contractor or Company) (Address) hereinafter called Principal, (Name of Surety Company) (Address) hereinafter called Surety, are held and firmly bound unto Calhoun County. Texas (Name of Recipient) (Recipient's hereinafter called OWNER, in the penal sum of $ Dollars, $ which sum well and truly to be made, firmly by these presents. in lawful money of the United States, for this payment of we bind ourselves, successors, and assigns, jointly and severally, THE CONFIDENTIALITY OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of a copy of which is hereto attached and made a part hereof for the construction of: Bid Number 2024.04 - Recycle Waste Transfer Station Project for Calhoun County. Texas (Project Name) NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUB- CONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor, performed in such WORK whether by SUB -CONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any way affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in (Number) which shall be deemed an original, this the _ day of _ ATTEST counter -parts, each on of (Principal) By (s) (Principal Secretary) (SEAL) (Witness as to Principal) (Address) (Address) ATTEST: (Surety) By (Witness as to Surety (Attorney in Fact) (Address) (Address) NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that: (Name of Contractor or Company) (Address) hereinafter called Principal, and (Name of Surety Company) (Address) hereinafter called Surety, are held and firmly bound unto Calhoun County. Texas (Name of Grant Recipient) 211 South Ann Street, Third Floor, Ste. 301, Port Lavaca. Texas (Grant Recipient's Address) hereinafter called OWNER, in the penal sum of $ Dollars ($ _) in lawful money of the United States, for the payment of which sum well and truly to be made we bind ourselves, successors, and assigns, jointly and severally, firmly in these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER dated the day of a copy of which is hereto attached and made a part hereof for the construction of: Bid Number 2024.04 - Recycle Waste Transfer Station Project for Calhoun County, Texas NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties in all the undertakings, covenants, terms, conditions, and agreements of said contract during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without notice to the Surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the OWNER from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any way affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the OWNER and the Principal shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in each one of which shall be deemed an original, this the ATTEST: (Principal) By (Principal Secretary) (SEAL) (Witness as to Principal) (Address) ATTEST: (Witness as to Surety) (Address) (Address) (Surety) (Attorney in Fact) (Address) counterparts, day of NOTE: Date of BOND must not be prior to date of Contract. If PRINCIPAUCONTRACTOR is Partnership, all partners should execute BOND. LNSERT Contractor's Liability Insurancel TECHNICAL SPECIFICATIONS FOR THE BID NUMBER 2024.04 RECYCLE WASTE 111 0 1a9 fI010J 11,1031fti FOR CALHOUN COUNTY, TEXAS JANUARY 2024 Prepared by: G & W ENGINEERS, INC. 205 WEST LIVE OAK PORT LAVACA, TEXAS 77979 (361) 552-4509 Approved By: SCOTf P. MASON G & W Engineers, Inc. i5¢6tt P. Mason, P.E. Texas Registered Engineering Firm F-04188 Texas Serial No. 127893 Project No.5310.023 Date: 01. xg.74 TABLE OF CONTENTS TECHNICAL SPECIFICATIONS: DIVISION 1 - GENERAL REOUIREMENTS: 01025 Application for Payment Requirements 01340 Shop Drawings, Product Data, and Samples 01410 Inspection, Testing, and Guarantee 01500 Temporary Facilities 01700 Contract Closeout Requirements DIVISION 2 - SITE WORK: 02111 Clearing, Rough Grading, Compaction and Finish Grading 02507 Crushed Limestone Area 02725 Storm Sewer Corrugated Polyethylene Pipe DIVISION 3 - CONCRETE: 03100 Concrete Formwork 03200 Concrete Reinforcement 03300 Cast -In -Place Concrete 03342 Finishing, Quality Control, Tolerances DIVISION 5 - METALS: 05120 Structural Steel 05500 Miscellaneous Metal 05501 Metal Fabrications SOILS REPORT END OF TABLE DIVISION 1 General Requirements DIVISION 1 - GENERAL REQUIREMENTS SECTION 01025 - APPLICATION FOR PAYMENT REQUIREMENTS In order for CONTRACTOR to receive Progress Payments under the Contract, the following items shall be submitted to ENGINEER for review. a. An Application for Payment, certified and sworn as correct by CONTRACTOR, in accordance with Article 14.02.A.I of the General Conditions, unless otherwise amended by the Supplementary Conditions, b. A sworn certification of no claims and appropriate waivers of liens in accordance with Article 14.02.A.2 of the General Conditions, unless otherwise amended by the Supplementary Conditions. Such certification and waivers shall be as found herein as the "CONTRACTOR's CONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENT", and if applicable, the "SUBCONTRACTOR'S CONDITIONAL WAIVER AND RELEASE ON PROGRESS PAYMENT". 01025-1 THE STATE OF TEXAS COUNTY OF Project: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION FOR CALHOUN COUNTY, TEXAS Job No. 5310.023 On receipt by the signer of this document of a check from CALHOUN COUNTY (maker of check) in the sum of $ payable to (payee or payees of check) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property or easements of CALHOUN COUNTY (owner) located at 900 Landfill Road, Port Lavaca, Texas to the following extent: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION FOR CALHOUN COUNTY, TEXAS (job description). This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to CALHOUN COUNTY (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items furnished. Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer. The signer warrants that the signer has already paid or will use the funds received from this progress payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s). 01025-2 (CONTRACTOR'S NAME) Signed By: Print Name: Title: SUBSCRIBED AND SWORN TO BEFORE ME by , on , 20, to certify which witness my hand and seal of office. Notary Public, State of Texas 01025-3 THE STATE OF TEXAS COUNTY OF Project: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION FOR CALHOUN COUNTY, TEXAS Job No. 5310.023 On receipt by the signer of this document of a check from (maker of check) in the sum of $ payable to (payee or payees of check) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property or easement of CALHOUN COUNTY (owner) located at 900 Landfill Road, Port Lavaca, Texas (location) to the following extent BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION FOR CALHOUN COUNTY, TEXAS (job description). This release covers a progress payment for all labor, services, equipment, or materials furnished to the property or to (person with whom signer contracted) as indicated in the attached statement(s) or progress payment request(s), except for unpaid retention, pending modifications and changes, or other items fumished. Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer. The signer warrants that the signer has already paid or will use the funds received from this progress payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project in regard to the attached statement(s) or progress payment request(s). 01025-4 (SUBCONTRACTOR'S NAME) Signed By: Print Name: SUBSCRIBED AND SWORN TO BEFORE ME by , on ,20 , to certify which witness my hand and seal of office. Notary Public, State of Texas END OF SECTION 01025-5 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01340 - SHOP DRAWINGS. PRODUCT DATA AND SAMPLES .01 GENERAL: a. Submit shop drawings, product data and samples required by specification sections. b. Shop drawings, product data and samples are not considered a part of Contract Documents. C. Schedule submissions at least 10 days before reviewed submittals will be needed. .02 CONTRACTOR RESPONSIBILITIES: a. Review shop drawings, project data and samples prior to submission. b. Verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and other data. 4. Conformance with submission requirements. C. Coordinate each submittal with Contract Documents and the work requirements to prevent any delay in the work. d. CONTRACTOR's responsibility for errors and omissions is not relieved by ENGINEER's review of submittals. e. At time of submission and in writing, notify ENGINEER of submittal deviations from Contract Documents. f. CONTRACTOR's responsibility for deviations from Contract Documents is not relieved by ENGINEER's review of submittals, unless ENGINEER gives written acceptance of specific deviations. g. Begin no Work related to submittals until return of submittals with ENGINEER's stamp and initials or signature indicating review. h. Distribute copies after ENGINEER's review. 01340-1 .03 ENGINEER'S DUTIES: a. Review submittals with reasonable promptness to prevent any delay in the Work. b. Review for conformance with: 1. Design concept of project. 2. Contract Documents. C. Review of a separate item does not constitute review of an assembly in which the item functions. d. Return to CONTRACTOR those submittals which do not meet the requirements and require correction and resubmission. e. Affix stamp and initials or signature certifying review of submittal. f. Return reviewed submittals to CONTRACTOR for distribution. .04 PREPARATION REQUIREMENTS: a. Shop Drawings: 1. Preparation by a qualified detailer. 2. Sheet size same as Contract Drawings. 3. Identify details by reference to sheet and detail numbers on Contract Drawings. 4. Include on the drawing all information required for submission or prepare a transmittal letter. 5. Prepare one reproducible transparency and one opaque print of each shop drawing. b. Product Data: 1. Modify manufacturer's standard schematic drawings to delete or supplement information as applicable. 2. For manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other descriptive data: (a) Clearly mark each copy to identify pertinent materials, products or models. (b) Show dimensions and clearances required. 01340-2 (c) Show performance characteristics and capacities. (d) Show wiring diagrams and controls. 3. Include on the data all information required for submission or prepare a transmittal letter. 4. Prepare number of copies which the CONTRACTOR requires for distribution plus two copies to be retained by ENGINEER. C. Samples: 1. Obtain office samples of sufficient size and quantity to clearly illustrate: (a) Functional characteristics of products or materials with integrally related parts and attachment devices. (b) Full range of color samples. 2. Erect field samples and mock-ups at the project site in an acceptable location. Construct each sample complete, including work of all trades required in finished work. 3. Include on transmittal letter all information required for submission. 4. Prepare the number of samples specified in specification sections. .05 SUBMISSION REQUIREMENTS: a. Submit shop drawings, product data and samples in the form and quantity specified. b. Accompany submittals with a transmittal letter in duplicate, as required. C. Include the following information for each submittal: 1. Date and revision dates. 2. Project title and number. 3. The names of: (a) ENGINEER (b) CONTRACTOR (c) Subcontractor (d) Supplier (e) Manufacturer (f) Separate detailer when pertinent. 01340-3 4. Identification of product or material. 5. Relation to adjacent structure of materials. 6. Field dimensions clearly identified as such. 7. Specification section number. 8. Applicable standards, such as ASTM number or Federal Specification. 9. A blank space, 4" x 4", for ENGINEER's review stamp. 10. Identification of deviations from Contract Documents. 11. CONTRACTOR's stamp, initialed or signed, certifying review of submittal, verification of field measurements and compliance with Contract Documents. .06 RESUBMISSION REQUIREMENTS: a. Shop Drawings: 1. Revise initial drawings as required and resubmit as specified for initial submittal. 2. Indicate on drawings any changes which have been made other than those requested by ENGINEER. b. Product Data and Samples: Submit new data and samples as required for initial submission. .07 DISTRIBUTION AFTER REVIEW: a. Distribute copies of shop drawings and product data which carry ENGINEER's stamp to: 1. CONTRACTOR's file 2. Job site file 3. Record document file 4. Other prime CONTRACTORS 5. Subcontractors 6. Supplier 7. Fabricator b. Distribute samples as directed. After review, samples may be used in construction. END OF SECTION 01340-4 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01410 - INSPECTION. TESTING AND GUARANTEE .01 GENERAL: These requirements supplement those provided under Article 13 of the General Conditions. .02 INSPECTION: a. Inspector: A representative of ENGINEER or OWNER will be assigned authority to observe and inspect the Work. b. Working Days: Inspectors are not required to work on Saturdays, Sundays or legal holidays. If CONTRACTOR plans work on a Saturday, Sunday or legal holiday, prior arrangements should be made for an inspector not later than 48 hours on the working days before the Saturday, Sunday or legal holiday. C. Uninspected Work: Any Work performed on Saturday, Sunday, or a legal holiday without benefit of any inspection may require removal and replacement if directed by ENGINEER. Removal and replacement will be completed at no additional cost. .03 TESTING: a. The cost of preparing and testing, and the cost of other laboratory services required for establishing the concrete mix, and redesigning the mix, if necessary, shall be borne by CONTRACTOR. These tests shall also include, but not necessarily limited to: Compaction Testing, Concrete Strength Testing, Concrete Slump Testing, Subgrade Stabilization Depth Testing, Subgrade Gradation Testing, Base Material Testing, Asphalt Placement Testing and Density Testing. b. CONTRACTOR shall furnish at his own expense, suitable evidence that all the materials he proposes to incorporate into the Work are in accordance with the Specifications. Mill tests for reinforcing steel and cement will be acceptable if it is definite that the test sheets apply to the material being furnished. Manufacturer's or supplier's test results will be acceptable for such items as pipe and fittings, when it is definite that the materials being furnished is that to which the test results apply. Should CONTRACTOR fail to provide the above information, ENGINEER shall have the right to require tests to be made by OWNER's laboratory to obtain the information and the cost therefore shall be borne by CONTRACTOR. 01410-1 03/30/21 C. In any event, ENGINEER may have further tests made by commercial laboratory, or may make tests himself, to ensure that the Specifications are complied with by CONTRACTOR. Costs of these tests will be borne by CONTRACTOR. Should OWNER wish to have a third -party testing performed to confirm test results supplied by CONTRACTOR then those tests shall be paid for by OWNER, unless those results come back with unsatisfactory construction and/or materials. Should results come back unsatisfactory then the cost associated with the OWNER's testing shall be paid for by CONTRACTOR and retested at CONTRACTOR's expense. Work shall not commence further until OWNER and ENGINEER are provided evidence showing that unsatisfactory results and areas have been addressed and receiving passing results. .04 GUARANTEE: a. CONTRACTOR shall deliver to ENGINEER upon completion of all Work under the Contract his written guarantee, in the form of SECTION 01700 - CONTRACT CLOSEOUT REQUIREMENTS, made out to OWNER, guaranteeing all of the Work under the Contract to be free from faulty materials in every particular and free from improper workmanship; and against injury from proper and usual wear; and agreeing to replace or to re -execute without cost to OWNER such Work as may be found to be improper or imperfect; and to make good all damage caused to other Work or materials, due to such required replacement or re -execution. This guarantee shall be made to cover a period of one (1) year from the date of completion of all Work under this Contract, as evidenced by ENGINEER's final certificate. This guarantee must be furnished to ENGINEER and approved by ENGINEER before acceptance and final payment is made. b. CONTRACTOR shall provide OWNER with copies of all guarantees or warranties which have been made to CONTRACTOR by suppliers or subcontractors as required hereunder, together with an assignment of such warranties and guarantees to OWNER; however, such assignment shall not relieve CONTRACTOR of the responsibility (stated in subparagraph a. above) in case of failure of subcontractors or suppliers to fulfill the provisions of such warranties or guarantees. C. Neither the final certificate, nor payment, nor any provision in the Contract Documents shall relieve CONTRACTOR of responsibility for neglect of faulty materials or workmanship during the period covered by the guarantee. END OF SECTION 01410-2 03/30/21 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01500 - TEMPORARY FACILITIES .01 FIELD OFFICE: If CONTRACTOR is required (or is so inclined) to provide a Temporary Field Office, said office shall be placed, unless otherwise approved in writing, at a site selected by CONTRACTOR and approved by ENGINEER. The building shall be weatherproof and be provided with doors and locks, electric illumination and adequate ventilation. The floor of the building shall be raised above the ground. A complete set of Contract Drawings and Specifications shall be kept in the temporary office throughout the construction period and shall be accessible for use by OWNER and ENGINEER. The building shall be maintained in a clean condition throughout the Contract period and shall be removed from the site upon completion of all Work. .02 SANITARY FACILITIES: CONTRACTOR shall make all arrangements and furnish all materials required to obtain any needed sanitary facilities and to satisfy the requirements of local or state health authorities, ordinances, and laws. .03 STORAGE OF MATERIALS: a. No materials shall be stored nor shall any equipment be parked on adjacent property without the expressed consent of owner of the property concerned. b. Secure and watertight storage facilities of suitable size with floors raised above the ground shall be provided for materials liable to damage from exposure to the weather. Other materials shall be stored on blocks off the ground. Materials shall be so placed as to permit easy access for inspection and identification. Any material which has deteriorated, become damaged, or otherwise unfit for use, shall not be used in the Work, and shall be immediately removed from the site by CONTRACTOR. Upon completion of all Work or when directed, CONTRACTOR shall remove storage facilities from the site. .04 TEMPORARY UTILITIES: CONTRACTOR shall arrange for and secure all temporary connections for water, electricity, gas and other services needed by him for the proper execution of his operations. Costs for these services shall be paid for by CONTRACTOR. 01500-1 .05 BARRICADES AND WARNINGS: a. The safety of the public shall of primary importance during construction. In all respects provisions for public safety shall be CONTRACTOR's responsibility. b. Should conditions be such that the public safety is involved, the Contractor shall provide warning lights which shall be kept burning between the hours of sunset and sunrise. Barricades and warnings shall be in accordance with Item 502, "Barricades, Signs and Traffic Handling" of the Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, as adopted by the Texas Department of Transportation (November 2014 edition). END OF SECTION 01500-2 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01700 -CONTRACT CLOSEOUT REQUIREMENTS Before final acceptance by OWNER, the following items must be submitted and accepted by ENGINEER: a. Final Inspection completed b. Bound manuals of servicing or operating instructions with recommended lubricants for all equipment C. CONTRACTOR's Guarantee. CONTRACTOR shall deliver to OWNER, upon completion of all Work, his written guarantee, found herein as "CONTRACTOR'S GUARANTEE". This guarantee shall be made to cover a period of one (1) year from the date of completion of all Work, and must be furnished to and approved by OWNER before acceptance and final payment is made. Neither the final payment, nor any provision stated above, shall relieve CONTRACTOR of responsibility for neglect of faulty materials or workmanship during the period covered by the guarantee. d. All other guarantees and warranties properly assigned to OWNER CONTRACTOR shall provide OWNER with copies of all guarantees or warranties which have been made to CONTRACTOR by suppliers or subcontractors, together with an assignment of such warranties and guarantees to OWNER; however, such assignment shall not relieve CONTRACTOR of the responsibility (stated in his guarantee) in case of failure of subcontractors or suppliers to fulfill the provisions of such warranties or guarantees. Neither the final payment, nor any provision stated above, shall relieve CONTRACTOR of responsibility for neglect of faulty materials or workmanship during the period covered by the guarantee. e. CONTRACTOR's Conditional Waiver and Release on Final Payment CONTRACTOR shall deliver to OWNER, upon completion of all Work, a final sworn certification of no claims and waiver of liens in accordance with Article 14.07 of the General Conditions, unless otherwise amended by the Supplementary Conditions. Such certification and waiver shall be found herein as the "CONTRACTOR's CONDITIONAL WAVIER AND RELEASE ON FINAL PAYMENT", and if applicable, the "SUBCONTRACTOR's CONDITIONAL WAVIER AND RELEASE ON FINAL PAYMENT". £ Final Application for Payment. 01700-1 CONTRACTOR's GUARANTEE , being of (hereinafter called "CONTRACTOR"), do hereby make the following statements to CALHOUN COUNTY (hereinafter called "OWNER") in relation to the completed project known as BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS. I guarantee... That all of the completed Work is free from faulty materials in every particular, That all of the completed Work is free from improper workmanship, and That no injury will occur from proper and usual wear, That OWNER has been assigned all guarantees and/or warranties originally made to CONTRACTOR by suppliers and subcontractors, if any. (Such assignment does not relieve CONTRACTOR of the responsibility stated in each guarantee and/or warranty in case of failure of suppliers or subcontractors to fulfill the provisions of such guarantees and/or warranties.) I agree... That the execution of the final certificate or the receipt of the final payment does not relieve CONTRACTOR of the responsibility for neglect of faulty materials or workmanship during the period covered by this Guarantee, To replace or to re -execute without cost to OWNER such Work as may be found to be improper or imperfect, and To make good all damage caused to other Work or materials, due to such required replacement or re -execution. This Guarantee is in effect as of the day of 20_, and shall cover a period of ONE (1) FULL YEAR from said effective date. (CONTRACTOR) Signed By: Print Name Date: 01700-2 CONTRACTOR'S CONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT THE STATE OF TEXAS COUNTY OF Project: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS. Job No. 5310.023 On receipt by the signer of this document of a check from CALHOUN COUNTY (maker of check) in the sum of $ payable to (payee or payees of check) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property or easements of CALHOUN COUNTY (owner) located at 900 Landfill Road, Port Lavaca, Texas (location) to the following extent: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS. (job description). This release covers the final payment to the signer for all labor, services, equipment, or materials furnished to the property or to CALHOUN COUNTY (person with whom signer contracted). Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer. The signer warrants that the signer has already paid or will use the funds received from this final payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project up to the date of this waiver and release. 01700-3 (CONTRACTOR) Signed By: Print Name: Title: SUBSCRIBED AND SWORN TO BEFORE ME by , on 20, to certify which witness my hand and seal of office. Notary Public, State of Texas My Commission Expires: 01700-4 SUBCONTRACTOR's CONDITIONAL WAIVER AND RELEASE ON FINAL PAYMENT THE STATE OF TEXAS § COUNTY OF § Project: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS. Job No. 5310.023 On receipt by the signer of this document of a check from (maker of check) in the sum of $ payable to (payee or payees of check) and when the check has been properly endorsed and has been paid by the bank on which it is drawn, this document becomes effective to release any mechanic's lien right, any right arising from a payment bond that complies with a state or federal statute, any common law payment bond right, any claim for payment, and any rights under any similar ordinance, rule, or statute related to claim or payment rights for persons in the signer's position that the signer has on the property or easements of CALHOUN COUNTY (owner) located at 900 Landfill Road, Port Lavaca, Texas (location) to the following extent: BID NUMBER 2024.04 - RECYCLE WASTE TRANSFER STATION PROJECT FOR CALHOUN COUNTY, TEXAS (job description). This release covers the final payment to the signer for all labor, services, equipment, or materials furnished to the property or to (person with whom signer contracted). Before any recipient of this document relies on this document, the recipient should verify evidence of payment to the signer. The signer warrants that the signer has already paid or will use the funds received from this final payment to promptly pay in full all of the signer's laborers, subcontractors, materialmen, and suppliers for all work, materials, equipment, or services provided for or to the above referenced project up to the date of this waiver and release. 01700-5 (SUBCONTRACTOR) Signed By: Print Name: Title: SUBSCRIBED AND SWORN TO BEFORE ME by on 20, to certify which witness my hand and seal of office. Notary Public, State of Texas My Commission Expires: END OF SECTION END OF DIVISION 01700-6 DIVISION 2 Site Work DIVISION 2 - SITE WORK SECTION 02111— CLEARING, ROUGH GRADING, COMPACTION AND FINISH GRADING .01 GENERAL: The Work covered under this section of the Specifications shall include furnishing all labor, materials and equipment and performing all operations necessary to complete all clearing and grubbing, disposal of surplus materials, rough grading, compaction of embankments, finish grading, and the performance of all other miscellaneous sitework operations required to complete the project as shown on the drawings and specified herein. .02 SITE CLEARING: a. Clearing: All areas of new construction shall be cleared of all brush, weeds, rubbish, wire, debris and all other objectional matter to a line five (5) feet outside the proposed Work. b. Striping: Remove all topsoil and organic materials within areas to be excavated and/or areas to receive embankment, for a depth of at least six (6) inches, or until bottom of existing topsoil layer is reached. Topsoil material shall be stockpiled separately and spread at locations and finished to grade. C. Grubbing: Remove all stumps, roots, etc., within the areas to be excavated to a depth of at least one (1) foot below the existing ground surface. In areas to receive embankment, remove all stumps, roots, etc., to a depth of at least one (1) foot below the existing ground surface. All holes remaining after clearing and grubbing shall be backftlled and the entire area bladed to prevent ponding of water and to provide drainage, unless otherwise directed. .03 PROCESSING OF CLEARED, STRIPPED AND GRUBBED MATERIAL: a. Stockpiling: Excavated material which is to be used for backfilling and grading may be deposited in storage piles at points convenient for rehandling. Location of storage piles shall not endanger the Work, obstruct roads and driveways, or restrict drainage channels, and will be acceptable to ENGINEER. Topsoil to be used for finish grading shall be stockpiled separately from other materials. b. Disposal of Excess and Unsuitable Materials: All suitable excavated materials in excess of that needed in the formation of embankments shall be disposed of at designated spoil disposal areas within the limits of the project. Material shall be placed in a uniform layer not to exceed twelve (12) inches thick over the entire designated area, graded and shaped to drain. Unsuitable unclassified excavation 02111-1 shall be known as "waste" and shall be disposed of by CONTRACTOR. The waste shall be disposed of in such manner as to not create a public nuisance, and disposal shall conform to State laws. CONTRACTOR may not utilize any public rights -of -way or public lands for waste disposal. .04 ROUGH GRADING AND COMPACTION: a. Material Furnish approved material capable of forming stable fill from required excavation within the agreed mitigation ponding area. b. Construction Backfill tree -stump holes or other minor excavations with approved material and tamp. Restore the ground surface, including any material disked loose or washed out, to its original slope. Compact the ground surface by sprinkling in accordance with the current TxDOT Item 204, "Sprinkling," and by rolling using equipment complying with the current TxDOT Item 210, "Rolling," when directed. Scarify and loosen the unpaved surface areas, except rock, to a depth of at least 6 inches, unless otherwise shown on the plans. Bench slopes before placing material. Begin placement of material at the toe of slopes. Do not place trees, stumps, roots, vegetation, or other objectionable material in the embankment. Simultaneously re -compact scarified material with the placed embankment material. Do not exceed the layer depth specified in "Compaction' herein. Earth fill is mainly composed of material other than rock. Construct fill in successive layers, evenly distributing materials in lengths suited for sprinkling and rolling. Construct the fill in layers approximately parallel to the finished grade for the full width of the area, unless otherwise shown on the plans. Construct the fill to the grades shown on the plans. Ensure that each section of the fill conforms to the detailed sections or slopes, if any. Move the material dumped in piles or windrows by blading or by similar methods and incorporate it into uniform layers. Featheredge or mix abutting layers of dissimilar material for at least 100 ft. to ensure there are no abrupt changes in the material. Break down clods or lumps of material and mix embankment until a uniform material is attained. Apply water free of industrial wastes and other objectionable matter to achieve the uniform moisture content specified for compaction. Roll and sprinkle each layer in accordance with "Compaction' herein. 02111-2 C. Compaction Compaction of the material shall be provided by sheep -foot rollers or other approved method. Begin rolling longitudinally at the sides and proceed toward the center, overlapping on successive trips by at least 1/2 the width of the roller. Alternate roller trips to attain slightly different lengths. Do not allow the loose depth of any layer to exceed 8 inches, unless otherwise approved. Provide a uniform compaction of 95% modified density in accordance with ASTM Standard 1557 at a moisture content between optimum moisture and five (5) percent above optimum moisture. .05 FINISH GRADING: a. Grade all areas indicated on drawings or as required to suit construction operations. b. Grading shall be carefully finished at elevations shown against building and other structures. C. In ungraded areas, backfill shall be placed around outside of structures to approximate level of adjacent ground but modified to assure positive drainage away from structures. d. A qualified engineer shall set lines, batterboards and grades. e. Grading changes shall be even between indicated finish elevations and contours, without sharp breaks, low spots, etc., to provide positive drainage. .06 UNDERGROUND UTILITIES: Determine location of underground utilities before doing any excavation work. If a live utility line is damaged, the proper utility shall be notified immediately for required action. CONTRACTOR is responsible for repair to the line, at no cost to OWNER. .07 CLEANUP: Prior to final acceptance of the complete project, CONTRACTOR shall remove all tools, scaffolding, temporary structures and debris from the site and areas of the Work. Any washes, ruts or other depressions that have occurred shall be leveled to give all areas where the Work was accomplished a smooth finish and neat appearance. END OF SECTION 02111-3 DIVISION 2 - SITE WORK SECTION 02507 - CRUSHED LIMESTONE AREA .01 GENERAL: This Work includes the performance of all operations necessary for the placement and compaction of a crushed limestone surfaced area at locations designated on Contract Drawings. .02 MATERIALS: Surface material for the area shall be crushed stone or crushed produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source and shall be Type A, Grade 1 material conforming to Item 247, "Flexible Base" of the Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, as adopted by the Texas Department of Transportation (Nov. 2014 edition). .03 CONSTRUCTION METHODS: a. Entire area to be surfaced shall be stripped in accordance with Section 02110 - Clearing and Finish Grading of these Specifications. b. Cut and fill as required to bring stripped surface to appropriate subgrade to accept surface material. All fill material shall be approved By ENGINEER. Compact entire area over which surface material is to be placed by sheep -foot rollers or other approved method to provide a uniform compaction of 95% modified density in accordance with ASTM Standard 1557. C. Surface material deposited upon subgrade shall be spread and shaped the same day. Surface material shall be deposited, mixed and shaped in such a manner as to prevent "nests" of segregated coarse or fine material. Thickness of the finished surface material shall be not less than eight inches (8") compacted in place. Material shall be compacted by approved methods to obtain uniform compaction of 95% modified density. Material shall be watered or dried to provide a moisture content between optimum moisture and five percent (5%) above optimum moisture during compaction process. Finished surface shall be a smooth, graded surface satisfactory to ENGINEER and shall transition to existing surrounding surface elevations. END OF SECTION 02507-1 DIVISION 2 - SITE WORK SECTION 02725 - STORM SEWER CORRUGATED POLYETHYLENE PIPE .01 DESCRIPTION: The work covered under this section of the specifications shall include installing storm sewer pipe, inlets and appurtenances, complete, to the dimensions, sizes, types and classes indicated on the drawings and specified herein. .02 TRENCHING AND BACKFILLING: All earthwork in connection with storm sewer construction including trenching, dewatering, backfilling and other earthwork operations required shall conform to the applicable requirements of Section 02200 'Pipe Trench Earthwork". .03 STANDARDS: a. AASHTO M252: Specification for Corrugated Polyethylene Drainage Tubing, 3- inch to 10-inch Diameter. b. AASHTO M294: Specification for Corrugated Polyethylene Pipe, 12-inch to 36- inch Diameter. C. ASTM D1056: Specification for Flexible Cellular Materials - Sponge or Expanded Rubber. d. ASTM D1248: Specification for Polyethylene Plastics Molding and Extrusion Materials. C. ASTM D3350: Specification for Polyethylene Plastics Pipe and Fittings Materials. f. ASTM D2321: Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. .04 STORM SEWER LINES AND PIPE CULVERTS: a. General: 1. All pipe shall be of the sizes and lengths indicated on the Drawings. 2. The sizes of pipe indicated on the Drawings are nominal inside diameter. 3. All pipe shall be smooth interior, corrugated polyethylene pipe. 02725-1 b. Materials: 1 2. Smooth Interior Corrugated Polyethylene Pipe: The product supplied under this specification shall be high density polyethylene corrugated exterior/smooth interior pipe. Four -inch through 10-inch diameters shall meet all the requirements of AASHTO M252 with the addition that the pipe have a smooth interior liner. Twelve to 36-inch diameters shall conform to AASHTO M294 Type S. Forty-two and 48- inch diameters shall have minimum pipe stiffness of 20 and 17 psi, respectively, at 5% deflection; and shall meet all other requirements of AASHTO M294. Material shall meet ASTM D1248 Type III, Category 4, Grade P33, Class C; or ASTM D3350 Cell Classification 324420C. Minimum conveyance factors shall be based on a Manning "n" value of 0.010 and shall be as shown in Table 1. Table 1 Conveyance Factors Nominal Nominal Diameter Conveyance Diameter Conveyance in. Factor in. Factor 4 2.5 18 136.4 6 7.3 24 293.9 8 15.7 30 532.9 10 28.5 36 866.6 12 46.3 42 1307.2 15 83.9 48 1866.4 Coupling Bands and Fittings: A. Coupling bands shall cover at least one full corrugation on each section of pipe. When gasketed coupling bands are required, the gasket shall be made of closed -cell synthetic expanded rubber meeting the requirements of ASTM D1056, Type 2. Gaskets shall be installed on the coupling band by the pipe manufacturer. All coupling bands shall meet or exceed the soil -tightness requirement of the AASHTO Standard Specification for Highway Bridges, Section 23, Paragraph 23.3.1.5.4 (e). B. Pipe fittings shall conform to AASHTO M252 or AASHTO M294. 02725-2 Fittings approved by ENGINEER are also acceptable. C. Laying Sewer Lines: I. Unloading Pipe: The pipe supplier and the Contractor shall use extreme care in unloading pipe at the job site to avoid damage which might not be noticed visually. 2. Fine Grading: Placing pipe in the trench shall be done in such a manner to insure proper bedding as detailed on the drawings. All sewer lines shall be bedded on a minimum of 4" in select (sand) backfill, shaped to fit the lowest 90 degrees, 45 degrees on each side of the centerline of the pipe, circumference, taking care to secure an extra firm and smooth bearing along the outer edges of the 90 degree strip. The select (sand) backfill shall be placed equally on both sides of the pipe to a height equal to the centerline of the pipe. 3. Laying Pipe: No pipe shall be laid in the trench until the condition of the trench has been accepted by the Engineer. The trench shall be free of water and maintained in that condition until the pipe has been laid. Pipe shall be matched, fitted together and the barrel of each joint shall rest on firm, even ground. The completed sewer should have a smooth and uniform flow line and conform accurately to the grade and alignment indicated on the drawings. Pipe shall be laid from downstream end, progressing upstream. The interior of the sewer shall, as the work progresses, be cleaned of all dirt and superfluous material of every description. .05 HEADWALLS AND INLETS: Materials: a. Concrete: Reinforced concrete shall be Grade I — 4000 psi (fc) at 28 days in accordance with Division 3 - Concrete. b. Grates, Frames and Covers shall be constructed in accordance with the details shown on the drawings. END OF SECTION END OF DOCUMENT 02725-3 DIVISION 3 Concrete DIVISION 3 - CONCRETE SECTION 03100 - CONCRETE FORMWORK .01 GENERAL: a. Description This section shall govern all formwork for cast -in -place concrete with shoring, bracing and anchorage, openings for other work, form accessories and form stripping. b. References 1. ACI 347, Recommended Practice for Concrete Formwork 2. ACI 301, Specifications for Structural Concrete for Buildings, Chapter 4 3. ACI 318, Building Code Requirements for Reinforced Concrete 4. PS-1, Construction and Industrial Plywood C. Design Requirements Design, engineer and construct formwork, shoring and bracing to conform to code requirements listed in references; resultant concrete to conform to required shape, line and dimension. d. Submittals 1. Submit under provisions of Section 01340, Shop Drawings, Product Data, and Samples. 2. Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties on Shop Drawings. e. Quality Assurance I. Perform Work in accordance with ACI 301, 318, and 347. 2. Maintain one copy of each document on site. f. Regulatory Requirements Conform to applicable code for design, fabrication, erection and removal of formwork. 03100-1 .02 PRODUCTS: a. Wood Form Materials 1. Plywood Douglas Fir species; APA high density overlaid or APA B-B Plyform Class I Panels; sound, undamaged sheets with clean, true edges. 2. Lumber Southern Pine species; No. 2 grade; with grade stamp clearly visible. b. Prefabricated Forms - Preformed Steel Forms Minimum gage matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. C. Formwork Accessories 1. Form Ties Snap -off type, galvanized metal, adjustable length, cone type, with waterproofing washer, I in. back break dimension, free of defects that could leave holes larger than 1 %4 in. in the concrete surface; Penta-Tie manufactured by Burke or approved equal. 2. Form Release Agent Colorless mineral oil which will not stain concrete, absorb moisture or leave a film which will inhibit subsequent finish work; Burke Release manufactured by Burke or approved equal. 3. Corners Chamfered, wood strip type; 3/4 x 3/4 in. maximum possible lengths. 4. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. .03 EXECUTION: a. Examination Verify lines, levels, and centers before proceeding with formwork. Ensure that dimensions agree with Drawings. 03100-2 b. Erection - Formwork 1. Erect formwork, shoring, and bracing to achieve design requirements in accordance with requirements of ACI 301 and 347. 2. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to over -stressing by construction loads. 3. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. permit removal of remaining principal shores. 4. Align joints and make watertight. Keep form joints to a minimum. 5. Obtain approval before framing openings in structural members which are not indicated on Drawings. 6. Provide chamfer strips on external comers of pile caps, retaining walls and other exposed corners. C. Application - Form Release Agent Apply form release agent on formwork in accordance with manufacture's recommendations. 2. Apply prior to placement of reinforcing steel, anchoring devices and embedded items. 3. Do not apply form release agent where concrete surfaces will receive applied coverings which are affected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. d. Inserts, Embedded Parts, And Openings 1. Provide form openings where required for items to be embedded in or passing through concrete work. 2. Locate and set in place items which will be cast directly into concrete. 3. Coordinate Work of other sections in forming and placing openings, slots, reglets, recesses, chases, sleeves, bolts, anchors, and other inserts. 4. Install accessories in accordance with manufacturer's instruction, straight, level, and plumb. Ensure items are not disturbed during concrete placement. 5. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. 03100-3 6. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. e. Form Cleaning 1. Clean and remove foreign matter within forms as erection proceeds. 2. Clean formed cavities of debris prior to placing concrete. 3. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean -out ports. f. Formwork Tolerances Construct formwork to maintain tolerances required by ACI 301 and Section 03342, Finishing, Quality Control, Tolerances g. Field Quality Control 1. Inspect erected formwork, shoring, and bracing to ensure that supports, fastenings, wedges, ties, and items are secure. 2. Do not reuse wood formwork more than three times for concrete surfaces to be exposed to view without written approval from OWNER. Do not patch formwork. h. Form Removal 1. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. 2. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. 3. Store removed forms in such manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. 4. Forms and supports shall remain in place under pile caps for at least seven days and on the sides of pile caps, rail pads and walls for at least three days. END OF SECTION 03100-4 DIVISION 3 - CONCRETE SECTION 03200 - CONCRETE REINFORCEMENT .01 GENERAL: a. Description This section shall govern the furnishing and placing of all reinforcing steel bars, wire fabric and accessories for concrete incorporated in the Work. b. References 1. ACE 301, Structural Concrete for Buildings. 2. ACI 318, Building Code Requirements for Reinforced Concrete. 3. ACI SP-66, American Concrete Institute, Detailing Manual. 4. ANSUASTM A 82, Cold Drawn Steel Wire for Concrete Reinforcement. 5. ANSUASTM A 185, Welded Steel Wire Fabric for Concrete Reinforcement. 6. ANSUAWS DIA, Structural Welding Code for Reinforcing Steel. 7. ASTM A 615, Deformed and Plain Billet Steel Bars for Concrete Reinforcement. 8. ASTM A 706, Low -Alloy Steel Deformed Bars for Concrete Reinforcement. 9. ASTM A 775, Epoxy -Coated Reinforcing Steel Bars. 10. CRSI, Concrete Reinforcing Steel Institute Manual of Practice. 11. CRSI 63, Recommended Practice for Placing Reinforcing Bars. 12. CRSI 65, Recommended Practice for Placing Bar Supports, Specifications, and Nomenclature. C. Submittals 1. Submit under provisions of Section 01340, Shop Drawings, Product Data, and Samples. 2. Shop Drawings Indicate bar sizes, spacings, locations, and quantities or reinforcing steel and wire fabric; bending and cutting schedules; and supporting and spacing devices. 03200-1 3. Submit mill certificates for each heat of steel to be furnished indicating strength and chemistry. 4. Submit qualified welding procedure for welding of reinforcing steel. Include in submittal all items contained in Appendix A of AWS D1.4. 5. Submit copies of manufacturer's data for bar chairs, bolsters, spacers, etc. d. Quality Assurance Perform work in accordance with CRSI 63, 65, and Manual of Practice, ACI 301, ACI Sp-66, and ACI 318. 2. All welding procedures and welders shall be qualified in accordance with AWS D1.4 by an AWS-certified welding inspector approved by OWNER. Full section tension and macro -etch tests shall be conducted in accordance with AWS DIA, Chapter 6. 3. Production welding shall not commence until a qualified welding procedure has been established and approved by OWNER. .02 PRODUCTS: a. Reinforcement 1. Typical Reinforcing Steel ASTM A 615, 60 ksi, yield grade, deformed steel bars, plain finish. 2. Reinforcing Steel for Welding ASTM A 706, 60 ksi, yield grade, deformed low -alloy steel bars, plain finish. 3. Epoxy Coating Scotchkote Brand Fusion Bonded Epoxy Coating 213, manufactured by 3M, St. Paul, Minnesota, applied by electrostatic spray method in strict accordance with ASTM A 775, except that the thickness of the coating shall be not less than 6 mils (150 microns) nor greater than 11 mils (275 microns). b. Accessory Materials 1. Tie Wire Minimum 16 gauge, annealed type. Use plastic coated wire with epoxy coated reinforcing. 2. Chairs, Bolsters, Bar Supports, Spacers Sized and shaped for strength and support of reinforcement during concrete placement conditions. 03200-2 3. Special Chairs, Bolsters, Bar Supports, and Spacers Adjacent to Epoxy -Coated Reinforcement or Weather Exposed Concrete Surfaces, use plastic coated, steel type or plastic type; size and shape as required. C. Fabrication 1. Fabricate concrete reinforcing in accordance with ACI 318. 2. Weld reinforcement in accordance with ANSI/AW S D 1.4. 3. No splices in reinforcing, except where specially called for on the drawings, will be permitted without prior written approval from OWNER. 4. Sheared ends of epoxy coated reinforcing and/or epoxy coating that is damages shall be repaired with a compatible epoxy coating conforming to ASTM A 775 in accordance with the manufacturer's recommendations prior to installation. d. Delivery 1. Bundles of reinforcing bars shall be delivered to the site with tags showing quantity, grade, size, and suitable identification to allow checking, sorting and placing. 2. Store all reinforcing steel off ground on protective cribbing and protect from oil, grease, dirt, or other deleterious materials. 3. Epoxy coated reinforcing shall be covered after delivery to prevent exposure to sunlight until needed for use. .03 EXECUTION: a. Placement Place, support and secure reinforcement against displacement. Do not deviate from required position. 2. Accommodate placement of formed openings. 3. Where epoxy -coated reinforcing is required by the drawings, all handling and hoisting shall be done by nylon lifting slings or padded wire rope slings; bundles of bars shall be lifted to prevent bar -to -bar abrasion; spreader bars shall be used for lifting bundles, or the bundles shall be lifted at the third points with nylon or padded slings. Bundling bands shall be padded or made of nylon. Coated bars shall be padded or made of nylon. Coated bars shall be stored on padded or wooden cribbing bars or bundles of bars shall not be dragged over the ground or over other bars. 4. Plastic coated tie wire shall be used for tying epoxy coated rebar. 03200-3 5. Vertical stirrups shall always pass around the main reinforcement and be attached securely thereto. 6. Reinforcing steel shall be spaced its required distance from the form surface by means of approved hot dip galvanized metal spacers with plastic coated tips or plastic spacers. 7. All reinforcing steel shall be tied at all intersections; except that where spacing is less than 1 ft. in each direction, alternate intersections only need be tied. 8. Reinforcement shall be supported and tied in such a manner that a sufficiently rigid cage of steel is provided. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measure are taken. Sufficient measurements shall be made during concrete placement to ensure that the reinforcement remains in the proper position. 9. Mats of wire fabric shall overlap each other sufficiently to maintain a uniform strength and shall be fastened securely at the ends and edges. Lap ends and edges a minimum of one square. b. Tolerances 1. Unless otherwise shown on Drawings, dimensions shown for reinforcement are to the centers of the bars. 2. In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from plan placement by more that 1/12 of the spacing between bars. 3. In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from plan placement by more than 1 /4 in. 4. Cover of concrete to the nearest surface of steel shall meet the above requirement but shall never be less that 3 in. unless otherwise shown on Drawings. C. Welding 1. All welding of reinforcing steel shall be performed in accordance with AWS D1.4. 2. Welding process used to place welds shall be either shielded metal are (SMAW) or flux cored arc (FCAW) welding. 03200-4 d. Cleaning Reinforcement Reinforcement shall be cleaned of all rust, mill scale, oil, paint or other deleterious materials prior to placing concrete. 2. All damaged epoxy coating shall be repaired with a compatible epoxy coating conforming to ASTM A775 prior to pouring concrete. e. Field Quality Control Testing (a) CONTRACTOR shall provide, at no cost to OWNER, one welded connection sample for full section tension tests in accordance with AWS 131.4 for every 200 production connections. OWNER will pay for all tests which pass. Failure of production weld samples to meet tension test requirement shall be cause for automatic rejection. (b) All rebar welds shall be inspected and tested by OWNER before acceptance. CONTRACTOR shall remove all slag from each weld at no cost to OWNER. Any rebar weld which, in the opinion of OWNER, appears faulty shall be removed and the bar rewelded at no cost to OWNER. CONTRACTOR, at his option, may choose to have such rejected welds examined by a certified testing agency. If examination indicates acceptable quality, the defective welds shall be removed and replaced by CONTRACTOR at no additional cost to OWNER. 2. Reinforcement shall be inspected by OWNER's representative prior to placing concrete. Provide a minimum of 24 hours advance notice of completion of reinforcement placement to -OWNER for scheduling of field inspection. END OF SECTION 03200-5 DIVISION 3 - CONCRETE SECTION 03300 - CAST -IN -PLACE CONCRETE .01 GENERAL: a. Description This Section shall govern all work necessary for providing materials, mixing, proportioning, testing, placing, finishing, and curing of all plain and reinforced cast -in -place normal weight concrete. b. Quality Assurance Material and Work shall conform to the requirements of standards, codes, and recommended practices required in this Section. In conflicts between industry standards, required standards and this specification or this specification and the local building code, the more stringent requirement shall govern. C. Applicable Standards and Test Methods The following documents are refereed to in this Section and shall be available at the project site: 1. ACI 301-84(R-88), Specifications For Structural Concrete For Buildings 2. ACI 304 R-85, Guide For Measuring, Mixing, Transporting, And Placing Concrete 3. ACI 305 R-77 (82), Placing Concrete In Hot Weather 4. ACI 306 R-88, Placing Concrete In Cold Weather 5. ACI 309 R-89, Guide For Consolidation Of Concrete 6. ACI 318-89 (R-89), Building Code Requirement For Reinforced Concrete 7. ASTM C 31-84, Making And Curing Concrete Test Specimens In The Field 8. ASTM C 33-86, Standard Specifications For Concrete Aggregates 9. ASTM C 39-86, Standard Test Method For Comprehensive Strength Of Cylindrical Specimens 10. ASTM C 94-86, Standard Specifications For Ready -Mixed Concrete 03300-1 11. ASTM C 138-81, Standard Test Method For Unit Weight, Yield, And Air Content (Gravimetric) Of Concrete 12. ASTM C 143-78, Standard Test Method For Slump Of Portland Cement Concrete 13. ASTM C 150-85, Standard Specification For Portland Cement 14. ASTM C 171-69el, (Reapproved 1980) Standard Specifications For Sheet Materials For Curing Concrete 15. ASTM C 173-78, Standard Test Method For Air Content Of Freshly Mixed Concrete By The Volumetric Method 16. ASTM C 231-81el, Standard Test Method For Air Content Of Freshly Mixed Concrete By The Pressure Method 17. ASTM C 260-86, Standard Specification For Air -Entraining Admixtures For Concrete 18. ASTM C 309-81, Liquid Membrane -Forming Compounds For Curing Concrete 19. ASTM C 494-86, Standard Specification For Chemical Admixtures For Concrete d. Submittals Concrete Mixing Design (a) CONTRACTOR shall submit, at least ten working days in advance of placing concrete, a mix design for each type and strength of concrete specified which is prepared by a reputable testing laboratory. (b) Include copies of test reports showing that the mix has been successfully tested to produce concrete with the properties specified and will be suitable for the job conditions. 2. Submit name and location of sources of cement, aggregates, chemical admixtures and fly ash propose for use on this project. 3. Submit independent laboratory reports or manufacturer's certification that all other concrete materials proposed for used on this project meet the requirements of Article .02 of this Section. 03300-2 .02 PRODUCTS: a. Concrete Materials 1. Portland Cement (a) Portland cement Type I or Type II conforming to ASTM C 150, including the low alkali provisions of Table IA of that specification. In addition, the tricalcium aluminate content of Type I cement shall not exceed 12 percent. (b) Type I or Type II cement, at CONTRACTORs option, may be used for nonhydraulic abovegrade structures. (c) For all hydraulic and belowgrade structures and sewers, use Type II cement. At CONTRACTOR'S option, fly ash may be used in combination with any cement as long as all requirements of these Specifications are met. The fly ash may be combined at the batch plant or during the production of the cement (Type IP cement). For the combination fly ash and cement, the cement and fly ash shall comply with these Specifications. 2. Fly Ash (a) The pozzolan to be used in combination with cement, as previously specified for use in all hydraulic and belowgrade structures and sewers, or in combination with cement or other structures, shall be Class F fly ash conforming to ASTM C 618-87. (b) Pozzolan shall be tested in conformance with ASTM C 311. The analysis shall show those items pertinent to this Specification. Source acceptance shall be at the discretion of ENGINEER based on data submitted. Continuing quality analysis shall be submitted throughout the life of the project from the source approved. Under no circumstances shall the pozzolan source be changed without the retesting and providing of new submittals for ENGINEER's review. The Supplier shall certify that all shipments meet the conditions of this Specification. 3. Aggregates shall conform to ASTM C 33-86, "Standard Specification for Concrete Aggregates". 4. Water shall be clean and free from deleterious materials, drinkable. 03300-3 1:3 C. 5. Air -Entraining Admixtures (a) Conforming to the requirement of ASTM C 260-86, (b) "Standard Specification for Air -Entraining Admixtures for Concrete", "Micro Air" or "MB-VR", manufactured by Master Builders shall be used. (c) The air -entraining admixture shall provide a total air content as specified in Article .02 of this Section. Selection Of Proportions Concrete shall be composed of portland cement, fly ash fine aggregate, coarse aggregate, water and, as specified, Master Builders' Micro -Air or MB-VR air - entraining admixture. Proportions of ingredients shall produce concrete that will work readily into corners and angles of forms, bond to reinforcement, without segregation or excessive bleed water forming on the surface. Proportioning of materials shall be in accordance with ACI 211.1-89, "Recommended Practice for Selecting Proportions for Normal and Heavyweight Concrete", except as modified herein. Concrete Qualities Required All concrete incorporated in the Work shall have the minimum 28-day compressive strength of 4000 pounds per square inch (PSI). Unless otherwise noted on the drawings. 2. Minimum cement or combined cement plus fly ash content when fly ash is used for performance and durability, regardless of design strength, shall be 517 pounds per cubic yard for concrete with 1-1/2-inch maximum size aggregate, 540 pounds per cubic yard for 1-inch maximum size aggregate. CONTRACTOR shall increase cement content or the combined cement plus fly ash content, when fly ash is used, as required to meet strength requirements. 3. The amount of fly ash used shall not exceed 25 percent or be less than 15 percent of the total weight of fly ash plus cement. 4. Minimum cementitious material requirements shall be as follows: (a) For 4000 PSI (f�) at 28 days (1) Maximum water/cementitious ratio = .48 (2) Minimum cementitious - 517# 03300-4 (b) For 5000 PSI (f") at 28 days (1) Maximum water/cementitious ratio = .40 (2) Minimum cementitious - 611# (c) For 6000 PSI (f�) at 28 days (1) Maximum water/cementitious ratio = .40 (2) Minimum cementitious - 658# 5. Proportions of ingredients shall be selected by past field experience or in lieu of past performance, laboratory trial mixes to produce placability, slump, specified strength and properties specified. 6. Determinations of required average strength (&) shall be in accordance with ACI 318-89, 'Building Code Requirements for Reinforced Concrete", and evaluations of compressive strength results of field concrete shall be in accordance with ACI 214-77 (Reaffirmed 1989), "Recommended Practice for Evaluation of Strength Test Results of Concrete". 7. Average strength shall exceed specified compressive strength as required in accordance with ACI 318-89. 8. Concrete shall be air -entrained and the total air content required (air - entrained and entrapped air) shall be: Nominal Max. Size Coarse Aggregate Total Air Content 1-1/2" 4-1/2%+- 1% NOTE: Air -entrainment shall not be required when Class "F" fly ash is used in the concrete mix design on projects south of I1-1-20, Texas Department of Transportation Standard Specifications, Item 420. 9. The Concrete shall be proportioned and produced to yield the following slumps when placed: Type of Construction Slum) Tolerance Reinforced Foundation Walls & Footings 3 in. + 1 in. Columns, Beams, Walls, Structural Slabs 2 in. + 1 in. Slabs -On -Grade Roadways 2 in. + I in. Heavy Mass Construction 1 %z in. + %z in. Drilled Piers 6 in. f 1 in. 03300-5 .03 EXECUTION: a. Production Of Concrete 1. Concrete shall be ready -mixed, batched, mixed and transported in accordance with ASTM C 94-86, "Specification for Ready -Mixed Concrete". 2. Plant equipment and facilities shall conform to the "Checklist for Certification of Ready -Mixed Concrete Production Facilities" of the National Ready Mixed Concrete Association. b. Placing 1. Preparation CONTRACTOR shall provide access for delivery provide sufficient equipment and manpower to rapidly place all concrete. (a) Work shall be in accordance with ACI 304R-89 'Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete". (b) Formwork shall be completed and snow, ice, water, and debris removed from within forms. (c) Expansion joint material, anchors, and all embedded items shall have been positioned. (d) Subgrades shall be sprinkled sufficiently to eliminate water loss from concrete. (e) Concrete shall not be placed on frozen ground. 2. Conveying Concrete shall be placed rapidly by methods to prevent segregation or loss of quality. 3. Placement (a) Concrete shall be deposited continuously or when continuous placement is not possible, construction joints shall be located as approved by OWNER. Concrete shall be placed as nearly as possible to its final position. Avoid rehandling. (b) Concrete shall be consolidated by vibration, spading, rodding or tamping, as stated in ACI 309R-87, "Guide for Consolidation of Concrete". Work concrete around reinforcement, embedded items and into corners; eliminate air or stone pockets and other causes of honeycombing, pitting, or planes of weakness. 03300-6 C. Weather Conditions Cold Weather Concrete shall conform to ACI 306R-88 "Standard Specifications for Cold Weather Concreting". A non -chloride accelerator may be used with ENGINEEWs approval. Non -chloride accelerator shall be Pozzutec 20, manufactured by Master Builders. 2. Hot Weather Concrete shall conform with ACI 305R-89 on "Hot Weather Concreting". (a) Provisions shall be made for windbreaks, shading, fog spraying, sprinkling or wet cover when necessary. (b) Use an evaporation retardant and finishing aid, "Confilm", by Master Builders. (c) Maximum concrete placing temperature when used in a bridge slab or in top slab of a direct traffic culvert shall be 8!� F and the maximum concrete placing temperature when used in other applications shall be 9!' F, Texas Department of Transportation Standard Specifications, Item 420. d. Finishing 1. Finish concrete materials as specified in Section 03342, Finishing, Quality Control, Tolerances. 2. For curing methods, field quality control, and tolerances, refer to Section 03342, Finishing, Quality Control, Tolerances. END OF SECTION 03300-7 DIVISION 3 - CONCRETE SECTION 03342 - FINISHING. QUALITY CONTROL, AND TOLERANCES .01 GENERAL: a. Description This Section shall govern all work with respect to finishing, quality control, and tolerances for all concrete surfaces of the type and grade of concrete being placed. b. Applicable Standards and Test Methods The following documents are referred to in this Section and shall be available at the project site: 1. ACI 301-84(R-88), Specifications For Structural Concrete For Buildings 2. ACI 318-83 (R-86), Building Code Requirement For Reinforced Concrete 3. ASTM C 31-84, Making And Curing Concrete Test Specimens In The Field 4. ASTM C 39-86, Standard Test Method For Comprehensive Strength Of Cylindrical Specimens 5. ASTM C 138-81, Standard Test Method For Unit Weight, Yield, And Air Content (Gravimetric) Of Concrete 6. ASTM C 143-78, Standard Test Method For Slump Of Portland Cement Concrete 7. ASTM C 171-69e1, (Reapproved 1980) Standard Specifications For Sheet Materials For Curing Concrete 8. ASTM C 173-78, Standard Test Method For Air Content Of Freshly Mixed Concrete By The Volumetric Method 9. ASTM C 231-81el, Standard Test Method For Air Content Of Freshly Mixed Concrete By The Pressure Method 10. ASTM C 260-86, Standard Specification For Air -Entraining Admixtures For Concrete 11. ASTM C 309-81, Liquid Membrane -Forming Compounds For Curing Concrete 03342-1 .02 EXECUTION: a. General Finish Requirements Unless otherwise specified, the finish of all exposed concrete surfaces shall be what is generally termed a plywood finish, which means a finish which will normally be obtained when well -designed, mortar -tight plywood forms are used. Repairing of surface defects and hand rubbing will be required on all exposed surfaces only where patching of honeycomb is necessary or where form design or construction or general workmanship produce gradual surface defects exceeding 1/4 in. in a 10-11. straightedge or abrupt defects exceeding 1/8 in. Offsets caused by displaced or misplaced form sheathing or form sections, by loose knots in forms, or by otherwise defective form lumber will be considered as abrupt surface defects. 2. Concrete surfaces, both above and below the backfill, shall have all metal form ties removed not less than 3/4 in. back from the faces of the concrete. The holes shall be cleaned and wire brushed to remove laitance, form oil, and other foreign material; and then shall be filled with non -shrink grout. 3. Slabs -on -grade shall have a broom finish, unless otherwise specified, and formed sides. This finish shall be applied immediately behind the bull float operation. Curing shall begin immediately after texturing. 4. Dusting freshly placed concrete surfaces with cement or a mixture of sand and cement before or during the finishing operations is strictly prohibited. b. Pier, Foundation, and Wall Top Finishes Unless otherwise specified, the tops of column piers, small equipment foundations and similar foundations are to be grouted, scored, and all laitance, grease, dirt, or other deleterious materials removed. 2. The surface elevation shall be checked and additional concrete removed, if necessary, to allow for the specified thickness of grout. 3. The tops of all concrete walls shall be given a wood float finish. 4. In areas where a greater degree of finish is specified, it will be necessary to allow the concrete to begin to set before finishing. C. Concrete Curing and Protection General The freshly placed concrete shall be protected from premature drying and excessive cold or hot temperatures. Curing shall start immediately after placing and finishing, and shall continue for not less than 28 days. 03342-2 2. Curing Methods (a) Perform curing of concrete by use of curing compound, by moist curing, by moisture -retaining cover, or by combinations thereof. Material and method of curing shall be approved by ENGINEER. (b) Apply curing compound as soon as finish is completed. (c) On formed surfaces a curing method shall begin immediately upon form removal. (d) Approved methods for Rheoplastic Concrete include: Ponding or continuous sprinkling, continuous wet mats, sand kept continuously wet and liquid membrane -forming compounds. (1) Application of waterproof sheet material shall conform to ASTM C 171-69 (Reapproved 1986), "Standard Specification for Sheet Materials for Curing Concrete". (2) Applications of membrane -forming compounds shall conform to ASTM C 309-81, "Standard Specification for Liquid Membrane -Forming Compounds Curing Concrete". (e) The type of curing and procedure utilized shall be verified in the Preconstruction Meeting. d. Field Quality Control 1. Materials and operations shall be tested and inspected by CONTRACTOR as work progresses. Failure to detect defective work shall not prevent rejection when defect is discovered, nor shall it obligate OWNER for final acceptance. 2. The following testing services shall be performed by a testing service approved by OWNER: All costs associated with these testing services shall be borne by CONTRACTOR unless otherwise noted. (a) Secure composite samples in accordance with "Standard Method of Sampling Fresh Concrete", ASTM C 172-82. (b) Mold and cure four specimens from each test required in accordance with standard "Method of Making and Curing Concrete Test Specimens in the Field", ASTM C 31-85. (c) Test specimens in accordance with "Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens," ASTM C 39-86. Two specimens shall be tested at 28 days for acceptance and two shall be tested at 7 days for information. (d) Make one strength test for each 50 cu. yd. or fraction thereof, and for each mix design of concrete placed in any one day. 03342-3 e. (e) Determine slump of normal -weight concrete sample for each strength test in accordance with "Standard Test Method for Slump of Portland Cement Concrete", ASTM C 143-76. (f) Determine total air content of normal -weight concrete sample for each strength test in accordance with "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method", ASTM C 231-82 or "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method", ASTM C 173-78. 3. CONTRACTOR shall provide an area of protection for the test specimens free from damage or vibration at the job -site for the first 24 hours. 4. CONTRACTOR shall provide an enclosed, insulated box for immediate test cylinder storage after manufacture at the job site. 5. The manufacturer of (3) 6" X 12" test cylinder may be required by ENGINEER. Utilize procedure for manufacture according to ASTM C 31-84. The time of test and frequency shall be dictated by ENGINEER. These specimens shall be used to perform AASHTO T-277-83, "Standard Method of Test for Rapid Determination of the Chloride Permeability of Concrete". Tolerances Formwork shall be constructed in such a manner as to produce concrete surfaces that conform to the established dimensions, grades, and lines within the limits specified in Table below: TOLERANCES FOR FORMED SURFACES Variation from the plumb: In the lines and surface of columns, walls and in equip- ment foundations. ii. For exposed corner columns, control joint grooves, and other conspicuous lines Variation from the level or from grades shown on Drawings, except for grout caps and slabs Variation from the level or from grades shown on Drawings for grout caps. 03342-4 In 10 ft. 1/4 in. In any story of 20 ft. max 3/8 in. Maximum for entire height 1 in. In 10 ft. 1/4 in. In any bay of 20 ft. max. 1/2 in. In 10 ft. 1/4 in. In any bay of 20 ft. max. 3/8 in. Maximum for entire length 3/4 in. 1/16 in. TOLERANCES FOR FORMED SURFACES (cont.) Variation of the linear building lines, or equipment foundations, from established position in plan and related position of columns, walls and partitions. Variation in cross -sectional dimensions of columns and beams, equipment foundations, and in the thickness of slabs and walls. Footings: i. Variation of plan dimensions ii. Misplacement or eccentricity iii. Reduction in thickness Variation in the sizes and locations of floor openings and wall openings. Variation in location of sleeves, waterstops, expansion joints, and other inserts. Variation in steps: In any bay of 20 ft. max. 1/2 in. Maximum for entire length 1 in. -1/4 in. +1/2 in. Concrete only. (Does not -1/2 in. apply to anchor bolts, +2 in. dowels, or reinforcing.) 2% of footing width in the direction of misplacement but not more than 2 in. max. (concrete only). Does not apply to anchor bolts, dowels, or reinforcing. Portion of specified -5% thickness. tl/4 in. fl/4 in. i. In a flight of stairs Riser t1/8 in. Tread t1/4 in. ii. In consecutive steps Riser t1/16 in. Tread t1/8 in. 03342-5 Unless otherwise specified, anchor bolt centers may vary up to 1/8 in. from the locations shown on Drawings; however, the variation in the dimension measured from center to center of any two bolts in an anchor bolt group may not vary more than 1/8 in. An anchor bolt group is defined as the set of anchor bolts which receive a complete equipment base assembly or a single fabricated steel shipping piece. The location of inserts, such as waterstops, and expansion joints, may deviate from that shown on the drawing by 1/4 inch. Tolerances shown on Drawings shall take precedence over the tolerances specified in this Section. Permissible surface defects of exposed concrete surfaces are specified in Article .02 this Section and are to be distinguished from the tolerances described above. END OF SECTION END OF DIVISION 03342-6 DIVISION S Metals DIVISION 5 - METALS SECTION 05120 - STRUCTURAL STEEL .01 GENERAL: This work includes furnishing all materials and equipment, and performing all operations necessary as indicated on the drawings and/or as specified herein. a. Drawing Precedence: Requirements given on Structural Drawings supplement and take precedence over requirements given herein. b. Shop Drawings: Submit for review showing quantities, locations, dimensions, joints, materials and finishes. .02 REFERENCE SPECIFICATIONS: This work is to be governed by the current edition of the following to the extent they are applicable. a. A.I.S.C. "Code of Standard Practice for Steel Buildings and Bridges". b. A.I.S.C. "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". C. A.I.S.C. "Manual of Steel Construction". d. AWS D1.0 "Code for Welding in Building". .03 TYPICAL MATERIALS: The following shall govern in the absence of other requirements: a. STEEL SHAPES, BARS AND PLATES: ASTM A 36 rolled to the tolerances of ASTM A 6. b. Pine Columns: ASTM A 53 or API Standard 5L, Grade B. C. Standard Bolts and Nuts: ASTM A 307, Grade A. d. Anchor Bolts: Section 1C of ASTM A307. 05120-1 .04 SHOP PRIMER SYSTEM: a. Locations: Typical. Unless otherwise noted on the drawings. b. Minimum Preparation: Remove loose mill scale, loose rust and other foreign materials to the standards SSPC SP-2 and SP-1. C. Acceptable Primers: Any primer that meets Federal or SSPC specifications for use over the specified preparation. Three such primers are Fed. Spec. TT-P-86 Type I or II, SSPC-paint 4-64T or TT-P-636C iron oxide zinc chromate alkyd primer. d. Primer Thickness: 2.0 mils minimum dry film, except for minor deficiencies. END OF SECTION 05120-2 DIVISION 5 - METALS SECTION 05500 - MISCELLANEOUS METAL .01 GENERAL: This work includes furnishing all materials and equipment, and performing all operations necessary as indicated on the drawings and as specified herein. a. Scone: Include fabricated steel items of thickness greater than 18 ga. sheet metal that are not part of other metal systems. Include non-ferrous items listed, and light gauge structural framing. b. Shop Drawings: Submit for review. Completeness shall be sufficient to indicate compliance with the Contract Documents and to correlate with other materials. .02 MATERIALS: (STEEL) a. Structural Shapes, Bars: New billet, medium grade ASTM A 36. b. Bars. Plates: Same except cold -rolled, ASTM A 180. C. Structural Tubular: Square or rectangular, ASTM A 501; pipe, ASTM A 120. d. Sheets: Cold -rolled, ASTM A 366. e. Bar -Size: Hot rolled, ASTM A 575. f. Tubine: Cold -Drawn, ASTM A 512. g. Steel Joists: As indicated on drawings. .03 STEEL SHOP PRIMER: a. Locations: Typical. Unless otherwise noted on the drawings. b. Minimum Preparation: Remove loose mill scale, loose rust and other foreign materials to the standards SSPC SP-2 and SP-1. C. Acceptable Primers: Any primer that meets Federal or SSPC specifications for use over the specified preparation. Two such primers are Fed. Spec. TT-P-86 Type I or Type II, SSPC-Paint 4-64T or TT-P-636c iron oxide zinc chromate alkyd primer. d. Primer Thickness: 2.0 mils dry film thickness, except for minor deficiencies. END OF SECTION 05500-1 DIVISION 5 - METALS SECTION 05501 - METAL FABRICATIONS .01 GENERAL: This work includes furnishing all materials and equipment, and performing all operations necessary as indicated on the drawings and as specified herein. a. Scope: Include fabricated steel items of thickness greater than 18 ga. sheet metal that are not part of other metal systems. Include non-ferrous items listed, and light gauge structural framing. b. Shop Drawings: Submit for review. Completeness shall be sufficient to indicate compliance with the Contract Documents and to correlate with other materials. .02 REFERENCES a. American Institute of Steel Construction, "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings", Eight Edition. b. AWS D1.1, "Structural Welding Code - Steel". C. ASTM A 36, "Structural Steel". d. ASTM A 123, "Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products". e. ASTM A 153, "Zinc Coating (Hot Dip) on Iron and Steel Hardware". f. ASTM A 307, "Carbon Steel Externally Threaded Standard Fasteners". g. ASTM A 325, "High Strength Bolts for Structural Steel Joints". h. ASTM A 449, "Quenched and Tempered Steel Bolts and Studs". ASTM A 563, "Carbon and Alloy Steel Nuts". j. ASTM A 572, "High Strength Low Alloy Columbium -Vanadium Steel of Structural Quality". k. ASTM A 780, "Repair of Damaged Hot -Dipped Galvanized Coatings". 05501-1 .03 MATERIALS a. All structural shapes, plates and angles shall conform to the requirements of ASTM A 36 unless noted otherwise on the drawings. b. All bolts shall meet the requirements of ASTM A 325 unless noted otherwise on the drawings. C. All hardware, fasteners, nuts, bolts and washers shall be hot dipped galvanized after fabrication in accordance with ASTM A 153. d. Touch-up for damaged hot -dip galvanized coatings shall be an approved cold zinc galvanizing compound conforming to ASTM A 780. .04 FABRICATION a. All items to be fabricated shall be fit and shop assembled in the largest practical sections for delivery to the job site. b. Butt joints shall be made tight and flush before welding. All exposed joints shall be ground flush and smooth with adjacent finished surfaces. All sharp edges shall be ground smooth. C. Welded joints shall be continuously sealed by seal weld where structural welds are not specified. d. All fabrication, grinding and preparatory work shall be completed before galvanizing or coating any fabricated item. e. Dimensions which my affect the fitting of the fabrications shall be checked by CONTRACTOR in the field before fabrication in the shop. CONTRACTOR shall be responsible for fitting the fabrications in the field to the lines and grades shown on the plans. .05 FINISHES a. Unless otherwise indicated on plans, all metal fabrications shall be hot -dip galvanized after fabrication in accordance with ASTM A 123. b. Items not galvanized shall be sandblasted in accordance with SSPC SP10, near white finish, and coated with paint system indicated on the drawings. END OF SECTION END OF DIVISION 05501-2 G EOTEC H N 1 CAL DATA (SOIL REPORT • GEOTECHNICAL ENGINEERING • MATERIALS ENGINEERING &TESTING • SOILS • ASPHALT • CONCRETE A UES Company GEOTECHNICAL SUBSURFACE INVESTIGATION AND RECOMMENDATIONS FOR THE PROPOSED NEW RECYCLING BUILDING 900 OLD LANDFILL ROAD PORT LAVACA, TEXAS ROCK ENGINEERING REPORT NUMBER: G123449 PREPARED FOR: G&W ENGINEERS, INC. 205 W LIVE OAK ST PORT LAVACA, TEXAS 77979 NOVEMBER 14, 2023 PREPARED BY: ROCK ENGINEERING, LLC. 6817 LEOPARD STREET CORPUS CHRISTI, TEXAS 78409 P: (361) 883-4555; F: (361) 883-4711 TBPE FIRM NO. 2101 • GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING & TESTING • SOILS • ASPHALT • CONCRETE A UES Compony November 14, 2023 G&W Engineers, Inc. 205 W Live Oak St Port Lavaca, TX 77979 Attention: Mr. Anthony Gohlke SUBJECT: GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED NEW RECYCLING BUILDING 900 Landfill Road Port Lavaca, Texas Rock Enaineerina Job No. — G123449 Dear Mr. Gohlke, In accordance with our agreement, Rock Engineering and Testing Laboratory, LLC (Rock Engineering) has conducted a subsurface investigation, laboratory testing program, and geotechnical evaluation for the above referenced project. The results of this investigation, together with our recommendations, are presented in the accompanying report, an electronic copy of which is being transmitted herewith. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. Rock Engineering would be pleased to continue its role as Geotechnical Engineer during the project implementation. Rock Engineering also has great interest in providing materials testing and observation services during the construction phase of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. If you have any questions, or if we can be of further assistance, please contact us at (361) 883-4555. Sincerely, ,,ice% 6� James P. Bauer, P.E. Corpus Christi Branch Manager ROCK ENGINEERING & TESTING LABORATORY, LLC Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office: 210.495.8000 Office: 512.284.8022 Fax: 361.883.4711 Fax: 210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville La. Corpus Christi, TX 78409 San Antonio, TX 78216 Round Rock, TX 78664 w .rocktesting.com GEOTEHCNICAL RECOMMENDATIONS FOR THE PROPOSED NEW RECYCLING BUILDING 900 LANDFILL ROAD PORT LAVACA, TEXAS ROCK ENGINEERING REPORT NUMBER: G123449 PREPARED FOR: G&W ENGINEERS, INC. 205 W LIVE OAK ST PORT LAVACA, TEXAS 77979 NOVEMBER 14, 2023 ;JN4;7_1;145l:yA ROCK ENGINEERING AND TESTING LABORATORY, LLC 6817 LEOPARD STREET CORPUS CHRISTI, TEXAS 78409 PHONE: (361) 883-4555; FAX: (361) 883-4711 TEXAS PROFESSIONAL ENGINEERING FIRM NO. 2101 i 9s�pK��..`.'gs`11 r � JAMES la. &4UER / 'il.g�y, t as2o1 :..� James P. Bauer, P.E. Corpus Christi Branch Manager t Joshua A. McCann, E.I.T Project Manager A UE3 Company TABLE OF CONTENTS Page INTRODUCTION.....................................................................................................................................................1 Authorization........................................................................................................................................................ 1 Purposeand Scope............................................................................................................................................. 1 General................................................................................................................................................................ 1 SITEDESCRIPTION...............................................................................................................................................2 FIELDEXPLORATION...........................................................................................................................................2 Scope................................................................................................................................................................... 2 Drillingand Sampling Procedures....................................................................................................................... 3 FieldObservations............................................................................................................................................... 3 LABORATORY TESTING PROGRAM.................................................................................................................. 4 SUBSURFACECONDITIONS................................................................................................................................ 4 General.. .................................................... 4 SoilConditions..................................................................................................................................................... 4 SeismicSite Classification................................................................................................................................... 5 GroundwaterObservations.................................................................................................................................. 5 OSHASoil Type Classification............................................................................................................................ 6 FOUNDATIONDISCUSSION................................................................................................................................. 6 ProjectDescription............................................................................................................................................... 6 Potential Vertical Rise (PVR) Discussion............................................................................................................ 7 FOUNDATION TYPES CONSIDERED.................................................................................................................. 8 FOUNDATION RECOMMENDATIONS.................................................................................................................. 8 Slab -on -Grade Foundation Recommendations................................................................................................... 8 Straight Shaft Drilled Pier Foundation Recommendations ...................... ......... ..................................... ...... I....... 9 LateralPier Analysis.......................................................................................................................................... 11 Floor Slabs used with Drilled Piers.................................................................................................................... 11 PAVEMENTCONSIDERATIONS.........................................................................................................................12 Flexible Pavement Recommendations.............................................................................................................. 12 RigidPavement Recommendations.................................................................................................................. 13 PavementSubgrade Preparation...................................................................................................................... 14 Routine Maintenance of Rigid and Flexible Pavement Systems....................................................................... 14 SITE IMPROVEMENT METHODS.......................................................................................................................14 Concrete Flatwork Construction Considerations.. ............................................................................................. 14 CONSTRUCTION CONSIDERATIONS................................................................................................................16 BuildingPad Preparation................................................................................................................................... 15 SelectFill........................................................................................................................................................... 16 Drilled, Cast -in -Place, Pier Construction Considerations.................................................................................. 16 Earthwork and Foundation Acceptance............................................................................................................. 17 VaporRetarder.................................................................................................................................................. 17 Utilities............................................................................................................................................................... 18 Expansionand Control Joints, ........... .............................................................................. ................................ 18 GENERALCOMMENTS.......................................................................................................................................18 APPENDIX Site Vicinity Map Boring Location Plan Boring Log B-1 and B-2 Key to Soil Classifications and Symbols November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas INTRODUCTION This report presents the results of a subsurface exploration, laboratory testing program, and geotechnical analysis for the New Recycling Building project planned for a site located at 900 Old Landfill Road, Port Lavaca, Texas. Authorization The work for this project was performed in accordance with Rock Engineering proposal number CGP100523A-Revl dated October 12, 2023. The scope of work and fee was approved by Mr. Scott P. Mason, P.E., representing G&W Engineers, Inc., by signing our proposal on October 13, 2023. The signed proposal was returned to Rock Engineering via email transmission. Purpose and Scope The purpose of this exploration was to evaluate the soil and groundwater conditions at the site and to provide geotechnical recommendations suitable for the proposed project. The scope of the exploration and analysis included the subsurface exploration, field and laboratory testing, engineering analysis and evaluation of the subsurface conditions, provision of geotechnical recommendations, and preparation of this report. The scope of services did not include an environmental assessment. Any statements in this report, or on the boring log, regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of the client. General The exploration and analysis of the subsurface conditions reported herein are considered sufficient in detail and scope to provide geotechnical recommendations for the proposed project. The recommendations submitted herein are based on project details provided by the client and the soil information obtained at the boring locations. If the designers require additional soil parameters to complete the design of the foundation or pavement systems, and this information can be obtained from the soil data and laboratory tests performed within the scope of work included in our proposal for this project, Rock Engineering will provide the additional recommendations requested as a supplement to this report. The Geotechnical Engineer states that the findings, recommendations, specifications or professional advice contained herein have been presented after being prepared in a manner consistent with that level of care and skill ordinarily exercised by reputable members of the Geotechnical Engineer's profession practicing contemporaneously under similar conditions in the locality of the project. Rock Engineering operates in general accordance with "Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction" (ASTM D3740). No other representations are expressed or implied, and no warranty or guarantee is included or intended. Page 1 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas This report has been prepared for the exclusive use of G&W Engineers, Inc. for the specific application for the proposed New Recycling Building for a site located 900 Old Landfill Road, Port Lavaca, Texas. SITE DESCRIPTION The proposed New Recycling Building project will be located approximately 4,600 feet west of the intersection of Landfill Road and Westerlund Grade Road. At the time of our field investigation, the site was relatively flat, level and grass covered. The site contains an existing pre-engineered metal building in the southwest portion of the site. Overhead utilities exist at the site. Owner coordination was required to access the site as the site is surrounded by a fence and gate. The ground surface featured grass cover was dry and firm at the time of our field investigation and did not present accessibility issues for our drilling rig. However, the ground supporting capability may be different at the time of construction, particularly after rain events. We recommend that the contractor verifies the ground conditions before construction starts and be prepared to mobilize equipment and vehicles capable of accessing and traversing the site. FIELD EXPLORATION Scope The field exploration, to evaluate the engineering characteristics of the subsurface materials, included reconnaissance of the project site, performing the boring operations, and obtaining relatively undisturbed Shelby tube samples and disturbed split spoon samples. During the sample recovery operations, the soils encountered were classified and recorded on the boring logs in accordance with the "Standard Guide for Field Logging of Subsurface Exploration of Soil and Rock" (ASTM D5434). Two (2) borings were performed at the site for the purpose of providing geotechnical information. The table below provides the boring identification, boring depths, and approximate Global Positioning System (GPS) coordinates at the boring locations. Summary of Boring Information Boring Depth (ft) Approximate GPS Coordinates B-1 30 N 28.6177200 W 96.696032' B-2 30 N 28.617891 0 W 96.6959250 Approximate GPS coordinates were obtained at the boring locations using a Garmin eTrex model GPS and are provided in this report and on the boring logs. The client determined the number and depths of the borings and Rock Engineering performed the drilling and logging operations. Page 2 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Upon completion of the drilling operations and obtaining the groundwater observations, the boreholes were backfilled with excavated soil. A Boring Location Plan is provided in the Appendix. The borings performed for this project were used to determine the classification and strengths of the subgrade soils. The information provided on the boring logs includes the boring location, depths, soil classifications, soil strengths, and laboratory test results. The boring logs are included in the Appendix. Drilling and Samplina Procedures The test borings were performed using a drilling rig equipped with a rotary head turning hollow stem augers to advance the boreholes. Relatively undisturbed soil samples were obtained using thin -wall tube sampling procedures in general accordance with "Thin -Walled Tube Sampling of Soils", (ASTM D1587). The samples obtained by this procedure were extruded by a hydraulic ram in the field. Disturbed samples were obtained, by employing split -barrel sampling procedures in general accordance with the procedures for "Penetration Test and Split -Barrel Sampling of Soils", (ASTM D1586). The samples were classified, placed in plastic bags, marked according to boring number, depths and any other pertinent field data, stored in special containers and delivered to the laboratory for testing. Field Observations Standard Penetration Tests (SPTs) — During the sampling procedures, SPTs were performed to obtain the standard penetration value of the soil. The standard penetration value (N) is defined as the number of blows of a 140-pound hammer, falling 30 inches, required to advance the split -barrel sampler 1 foot into the soil. The sampler is lowered to the bottom of the previously cleaned drill hole and advanced by blows from the hammer. The number of blows is recorded for each of three successive 6-inch penetrations. The "N" value is obtained by adding the second and third 6-inch increment number of blows. An automatic hammer was utilized when performing the SPTs. An automatic hammer is usually taken as having an efficiency of close to one. The results of standard penetration tests indicate the relative density of cohesionless soils and comparative consistency of cohesive soils, thereby providing a basis for estimating the relative strength and compressibility of the soil profile components. Water Level Observations — Water level observations were obtained during and after the test boring operations. Water level observations are noted on the boring logs provided in the Appendix. In relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater levels. In relatively impervious soils, such as clayey soils, a suitable estimate of the groundwater depth may not be possible, even after several days of observation. Seasonal variations, temperature, land -use, proximity to water bodies and recent rainfall conditions may influence the depth to the groundwater. The amount of water in open boreholes largely depends on the permeability of the soils encountered at the boring locations. Page 3 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Ground Surface Elevations — The ground surface elevations at the boring locations were not provided. Therefore, depths referred to in this report are from the ground surface at the boring locations during the time of our field investigation. LABORATORY TESTING PROGRAM In addition to the field investigation, a laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials necessary in analyzing the behavior of the foundation system for the proposed project. The laboratory testing program included supplementary visual classification (ASTM D2487) and water content tests (ASTM D2216) on the samples. In addition, selected samples were subjected to Atterberg limits tests (ASTM D4318) and percent material finer than the #200 sieve tests (ASTM D1140). The shear strengths of selected cohesive soil samples were evaluated from unconfined compressive strength tests (ASTM D2166) in conjunction with determining the unit weight of the soil specimens (ASTM D7263). The shear strengths of all the cohesive soil samples obtained by Shelby tube sampling were estimated using a hand penetrometer. The laboratory testing program was conducted in general accordance with applicable ASTM Specifications. The results of these tests are to be found on the accompanying boring logs provided in the Appendix. SUBSURFACE CONDITIONS General The types of foundation and pavement bearing materials encountered in the test borings have been visually classified and are described in detail on the boring logs. The results of water level observations, field strength tests and laboratory tests are also presented on the boring logs. Representative samples of the soils were placed in sealed polyethylene bags and are now stored in the laboratory for further analysis, if desired. Unless notified to the contrary, the samples will be disposed of three months after issuance of this report. The stratification of the soil, as shown on the boring logs, represents the soil conditions at the actual boring locations. Variations may occur and should be expected between and beyond the boring locations. Lines of demarcation represent the approximate boundary between different soil types, but the transition may be gradual, or not clearly defined. It should be noted that, whereas the test borings were drilled and sampled by experienced drillers, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fill. Soil Conditions The generalized soil conditions encountered in the area of the planned new construction at the project site have been summarized and soil properties including soil classification, strength and plasticity are provided in the following table. Page 4 of 19 November 14, 2023 Attn: Mr. Anthony Gohlke Rock Engineering Job Number: G123449 NEW RECYCLING BUILDING 900 Landfill Road Port Lavaca, Texas Soil Profile Table D Description LL PI C 'Ye 4200 P N 0-6 Fat CLAY and Fat CLAY with 70-76 49-55 500 115 72-89 4.5+ 2-7 Sand 6-10 Fat CLAY with Sand and 47-54 30-36 3,000 120 76-78 3.0-4.5+ Lean CLAY with Sand 10-18 Lean CLAY with Sand and 33-38 19-24 1,500 120 58-76 2.0-4.5+ Sandy Lean CLAY Sandy Lean CLAY and Lean 18-28 CLAY with Sand 33 19 2,700 60 58-73 3.25-4.5+ 24 28-30 CLAYEY Sand -- -- 1,000 60 38 1.5 Where: D = Depth in feet below existing grade PI = Plasticity index � = Angle of Internal Friction, deg. (undrained) 4200 = Material passing #200 sieve, % N = SPT N-value (bpf) LL = Liquid limit (%) C = Soil Cohesion, psf (undrained) ye = Effective soil unit weight, pcf P = Hand penetrometer value range, tsf Exceptions to the above generalized soil profile table do exist. Most notable is the presence of a non -cohesive (sand) layer in Boring B-1 at a depth of 23 feet and extending to the depth of boring termination of 30 feet. Detailed descriptions of the soils encountered at the boring location are shown on the boring logs included in the Appendix. Seismic Site Classification As stated on Page 205, Chapter 20, "SITE CLASSIFICATION PROCEDURE FOR SEISMIC DESIGN" of ASCE/SEI 7-05, "Where the soil properties are not known in sufficient detail to determine the site class, Site Class 'D" shall be used unless authority having jurisdiction or geotechnical data determines Site Class E or F soil are present at the site'. Since our field investigations have not included a 100-foot deep boring, by definition the soil properties are not known in sufficient detail. Site Class D soils should have an average Standard Penetration Resistance between 15 and 50 blows per foot (bpf), or an average undrained shear strength between 1,000 and 2,000 pounds per square foot (psf). Considering the soil conditions encountered in our boring, as well as our knowledge of the deeper soils in the general area of the site, it is our opinion that the site should be classified as Seismic Site Class D (Stiff Soil). Groundwater Observations Groundwater was observed at a depth of approximately 18Y2 and 22 feet in Borings B-1 and B-2, respectively. Upon completion, groundwater rose to depths of 13Y2 to 15Y2 feet while the borings caved at depths of 16 and 21 Y2 feet. It is important to note that water levels in open boreholes may require several hours to several days to stabilize depending on the permeability of the soils and groundwater levels at this site may be subject to seasonal conditions, recent rainfall, drought or temperature effects. Page 5 of 19 November 14, 2023 Attn: Mr. Anthony Gohlke Rock Engineering Job Number: G123449 OSHA Soil Type Classification NEW RECYCLING BUILDING 900 Landfill Road Port Lavaca, Texas The table below provides a summary of the OSHA Soil Type Classification based on the soils encountered at boring locations. Soil Type Classification Table Depth (feet) Description OSHA Soil Type Classification 0-20 Cohesive Soil Above Water Table Type B (average undrained shear strength greater than 500 psf) It should be noted that the contractor's "competent person" shall make the final determination of the OSHA Soil Type during excavation of the soils at the jobsite. If groundwater is encountered during construction, all soils below the groundwater elevation or from which water freely seeps should be downgraded to Type C soils. Slope protection for excavations greater than 20 feet need to be designed and sealed by a professional engineer registered in the State of Texas. The maximum allowable slopes during construction for soil OSHA soil types are provided below. Guidelines for Maximum Allowable Slopes Soil or Rock Type Max. Allow. Slopes for Excavations < Than 20' Deep Type B 1 Horizontal: 1 Vertical Type C 1'/2 Horizontal : 1 Vertical Guidelines for maximum allowable slopes were obtained from OSHA documents, but do not take into account any recent revisions or the stability of long-term unprotected slopes. Long term unprotected slopes will likely require much flatter slopes. The guidelines presented herein for slopes do not imply Rock Engineering is taking responsibility for construction site safety; this responsibility falls entirely upon the contractor and his responsible person. The contractor shall comply with all rules, ordinances and other requirements to comply with safe construction practices. FOUNDATION DISCUSSION Project Description Based on information provided to Rock Engineering, the project will include the development of a new Recycle Waste Transfer Station building that consist of a pre-engineered metal building that is approximately 5,250 square feet with overhead canopies and concrete pavements on the sides for all-weather drive access. The site is currently a waste transfer station with the main infrastructure on the southeast side of the property. Page 6 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas It should be noted that other design details, such as anticipated structural loads were not available at the time of this proposal. If this information becomes available, it should be provided to Rock Engineering so we might refine the scope of work. Potential Vertical Rise (PVR) Discussion The laboratory test results indicate that the subsoils in the active zone at this site are high in plasticity. The calculated total potential vertical rise (PVR) for slab -on -grade construction at this site is estimated to be on the order of 4 inches. This PVR value was calculated using the Texas Department of Transportation Method TEX- 124E and took into account the average depth of active zone, estimated to extend to a depth of approximately 13 feet, and the Atterberg limits test result of the soils encountered within the active zone. It is important to note that the PVR value provided herein was calculated using the Texas Department of Transportation Method TEX-124E and represents the vertical rise that can be experienced by subsoils subjected to increases in soil moisture content resulting from capillary or surface water. Conditions that allow the soils to become saturated or significantly exceed typical moisture variations resulting from environmental conditions or exceed the dry and wet boundary conditions established by the TEX-124E method, such as poor drainage and/or broken utilities may result in 2 to 3 times or more the magnitude of moisture related soil movements than estimated by the PVR provided herein. Differential vertical movements may occur over a distance equal to the depth of the active zone and can potentially be equal to the expected total movements. Undercutting a portion of the natural expansive soils at this site and replacing them with properly compacted select fill soils should reduce the PVR. The resulting reduction in PVR at this site calculated using the Texas Department of Transportation Method TEX-124E, utilizing undercutting and replacement operations, are included in the table below. The estimated PVR values provided are based on the floor system applying a sustained surcharge load of approximately 1.0 pound per square inch on the subgrade soils resulting in a 4 to 6-inch concrete finished floor slab elevation 1 % feet above the average grade elevation at the site. PVR Reduction Required Undercut Depth ft Minimum Select Fill Thickness ft Approximate PVR in 1 2 3.4 2 3 2.7 3 4 2.0 4 5 1.6 5 6 1.2 6 7 0.8 Page 7 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Based on our calculations, in order to reduce the PVR to approximately 1 inch, it will be necessary to remove existing soils in the building area to a minimum depth of 5'/s feet. Additional undercutting and replacement may be required to further reduce the PVR based on architectural or structural design considerations or if the finished concrete floor slab elevation is something other than approximately 1'/ feet above the average existing grade at the site, in which case Rock Engineering should be given the opportunity to revisit the recommendations provided herein to determine if supplemental actions are warranted. FOUNDATION TYPES CONSIDERED A shallow foundation system consisting of a stiffened slab -on -grade or a deep foundation system consisting of drilled piers were considered for support of the New Recycling Building. These foundation systems are briefly described below. Slab -on -Grade Foundation - A stiffened grid type beam and slab foundation (waffle slab) is used to support relatively light structures where the soil conditions are relatively uniform, and where uplift and settlement can be tolerated. The intent of a waffle slab is to allow the structure and foundation to move up and down freely with soil movements while providing sufficient stiffness to limit differential movements within the superstructure. Drilled Piers — Straight shaft drilled piers and underreamed drilled piers were considered for this site. Due to the variation in strengths of the soils at the depths where underreamed drilled piers would be founded, it is not recommended this foundation type be used unless further soil exploration and testing is performed for this soil stratum. Straight shaft drilled piers are a suitable option for support of the building and will likely require the slurry displacement method to install the piers due to the presence of watering bearing sand in Boring B-1 at a depth of 23 feet. Recommendations for stiffened slab -on -grade foundations and straight shaft drilled piers are provided in this report. If it is essential to demand the highest level of performance from the foundations, then Rock Engineering recommends the buildings be supported on drilled pier foundations in conjunction with a suspended structural floor slab. FOUNDATION RECOMMENDATIONS Slab -on -Grade Foundation Recommendations A waffle slab foundation is feasible to support the proposed structure. It should be noted that rigid exterior walls and interior partitions are subject to distress with the slightest soil related foundation movements, even differential movements as small as 1 inch. Page 8 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Grade beams should be founded within properly compacted select fill soils at a minimum depth of 2'/2 feet below the finished floor slab elevation. Perimeter grade beams should be founded at least 2 feet below the final exterior grade and can be designed for a net allowable unit soil bearing pressure of 2,000 psf. The net allowable unit soil bearing pressure provided utilizes an approximate design safety factor of 3. The beams should be a minimum of 12 inches wide to reduce the potential for localized shear failure and the beams should be spaced at a maximum distance of 18 feet, in both directions. The Structural Engineer may vary beam depths and spacing based on experience designing and constructing similar type structures on sites with similar subsurface soil conditions. The "Design of Slab -On -Ground Foundations," published by the Wire Reinforcement Institute, Inc. (Aug., 1981), utilizes the design criteria provided in the table below. WRI Design Criteria Climatic Rating (Cw) 20 Effective Plasticity Index 26 Soil/Climatic Rating Factor (1-C) 0.12 Maximum Beam Spacing, Both Directions (ft) 18 WRI slab design criteria provided above takes into account that excavation of the existing soils, organics and other deleterious materials are removed to a depth of 5'/2 feet from the building area as recommended herein and extend out beyond the limits of the building foundation a minimum of 5 feet, including all appurtenances. The exposed subgrade soils should then be moisture conditioned and compacted prior to replacing the excavated soils with at least 6'/2 feet of properly compacted select fill soils to achieve a finished concrete floor slab elevation approximately 1'/2 feet above the average existing grade at the site in order to reduce the PVR to approximately 1 inch. A soil supported floor slab is subject to vertical movements as discussed earlier in this report. Even slight differential movements on the order of 1 inch can cause distress to interior wall partitions and rigid exterior walls or facades supported by a shallow waffle slab foundation, resulting in cosmetic damage. This amount of movement should be understood and addressed during the design phase of the proposed structure planned for construction at this site. Straiaht Shaft Drilled Pier Foundation Recommendations The structural designer can utilize the allowable unit skin friction values for the range in depths included in the following table for straight shaft drilled piers to resist the axial loads given the strengths of the subsurface soils encountered. Page 9 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Allowable Unit Skin Friction Values Depth Below Existing Grade (ft) Allowable Unit Skin Friction (psf) 0-6 Neglect 6-10 775 10-18 390 18-25 600 All depths are referenced from the existing ground surface elevations at the boring locations during the time of our field investigation. The allowable unit skin friction values provided above are based on the strengths of the in -situ soils and utilize a design safety factor of 2 against shear failure. The straight shaft drilled piers should be proportioned to be founded at a depth no greater than 25 feet. The piers will be subject to swell uplift forces resulting from adhesion of the expansive soils along the perimeter of the shafts. The swell uplift force can be estimated (in kips) by multiplying the diameter of the pier (in feet) by 23. Uplift can be resisted utilizing the dead load on the pier and the weight of the pier itself. If additional resistance to expansive soil induced uplift is required, the allowable skin friction values below a depth of 13 feet may be utilized in the design. Uplift resistance due to structural loading conditions can be calculated by utilizing the allowable skin friction values provided in the table above. Settlement of a properly designed and constructed straight shaft drilled pier is estimated to be on the order of 1 percent of the shaft diameter of the pier and differential settlements of equally loaded same size drilled shafts tipping at the same elevation should experience differential settlements on the order of'/ percent of the pier shaft diameters. If groups of piers are required to support concentrated loads, the supporting capacity of a group of vertically loaded drilled piers closely spaced could be considerably less than the sum of the capacities of the individual members comprising the group. The capacity of the group varies as a function of change in size, spacing and stiffness. Axial group capacity may be estimated from the equation below, where E is the group efficiency, N is the number of piers in the group and Q is the single drilled pier capacity. P=E*N*Q Values of group efficiency E increase from about 0.65 at a spacings of 2.5 diameters to about 1.0 at a spacing of 6 diameters for cohesive soils with a shear strength less than 2,000 psf. For cohesive soil below with a shear strength exceeding 2,000 psf, the group efficiency may be taken as 1. For non -cohesive soils (sands) values of group efficiency E increase from about 0.8 at a spacings of 2.5 diameters to about 1.0 at a spacing of 5 diameters, where the deep foundations act individually. Detailed analyses of foundation -soil interaction for a specific group spacing would be necessary to define actual efficiency. Page 10 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas We recommend that a structural floor slab be utilized in conjunction with the drilled pier foundations. Lateral Pier Analysis Drilled pier foundations maybe subjected to lateral loads. Lateral pier analysis programs such as L-pile will require the following soil parameters for this site: L-Pile Design Criteria — Drilled Piers in Building Area (All Clay Profile) D Description C e 1K Eso 0-6 CLAY Neglect 6-10 CLAY 3,000 120 1,000 0.007 10-18 CLAY 1,500 120 500 0.007 18-25 CLAY 2,300 60 1,000 0.005 L-Pile Design Criteria — Drilled Piers in Building Area (CLAY over SAND) D Description C e K Eso 0-6 CLAY Neglect 6-10 CLAY 3,000 120 1,000 0.005 10-18 CLAY 1,500 120 500 0.007 18-23 CLAY 2,300 60 1,000 0.005 23-25 SAND -- 30 55 60 -- Where: D = depth (ft) yE = effective unit weight, pcf C = shear strength, psf K = modulus of subgrade reaction (pci) = angle of internal friction, deg. Eso = 50% strain value K and Eeo values were estimated from known correlations. Floor Slabs used with Drilled Piers If drilled piers are used for supporting the proposed building, a suspended structural floor slab is recommended to be used in conjunction with the drilled piers. The structural slab shall have a minimum 8-inch void space below the bottom of the structural slab and grade beams spanning between the piers. Soil retainers shall be used to ensure that the void space is maintained after construction is completed. All beams spanning between piers shall be structurally connected to the piers. Carton void forms may be utilized to create the minimum 8-inch void space, or a crawl space can be constructed. A crawl space will allow for hanging of underfloor utilities such that differential movements between the underfloor soils and the relatively fixed floor slabs, and the associated differential movements between buried underfloor utilities and the structures, should not pose potential future issues at utility penetrations. In addition, a crawl space will allow for future maintenance beneath the structures, if necessary. Page 11 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas If a crawl space is utilized, a mud slab should be used in the underfloor area and provisions should be made to remove any water that enters the crawl space and not allow water to accumulate. PAVEMENT CONSIDERATIONS In designing the proposed parking areas and driveways, the existing subgrade conditions must be considered together with the expected traffic use and loading conditions. The conditions that influence pavement design can be summarized as follows: • Bearing values of the subgrade. These can be represented by a CBR and a Modulus of Subgrade Reaction (K), for flexible and rigid pavements, respectively. • Vehicular traffic, in terms of the number and frequency of vehicles and their range of axle loads. • Probable increase in vehicular use over the life of the pavement. • The availability of suitable materials to be used in the construction of the pavement and their relative costs. Specific laboratory testing to define the subgrade strength (i.e. CBR and K value) has not been performed for this analysis. Based upon local experience, the estimated CBR and K values for the controlling clay soils encountered at the planned parking lot area are 3 and 100 pci, respectively. Since traffic counts and design vehicles have not been provided, it is only possible to provide non -engineered pavement sections suitable for light and medium -duty service based on pavement sections that have provided adequate serviceability for similar type facilities and on similar soils. Parking areas and drives can be designed with either a flexible or rigid pavement. Allowances for proper drainage is most important for performance of pavements. Ruts, birdbaths, and poor site drainage allow for quick deterioration of the pavement primarily due to saturation of the underlying subgrade soils. Flexible Pavement Recommendations The recommended light and medium -duty flexible pavement sections, using locally available materials, are provided in the following table. If a heavier duty pavement is required, our office should be contacted to re-evaluate our recommendations. Page 12 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Flexible Pavement Light -Duty Medium -Duty (Passenger Cars & Parking (Driveways) Hot Mix Asphaltic Concrete 2 inches 2'/2 inches Crushed Limestone Base Material TxDOT Item 247 Type A; Gr. 1-2 6 inches 8 inches Lime Stabilized Subgrade (6%) 8 inches 8 inches Hot mix asphaltic concrete should meet the requirements set forth in TxDOT Item 340; Type D or C, surface course. Crushed limestone base materials in flexible pavement areas should meet the requirements set forth in Texas Standard Specifications 2014; Item 247, Type A, Grade 1-2 and should be placed in maximum 8-inch-thick loose lifts and compacted to a minimum density of 98 percent of the maximum dry density as determined by the modified Proctor test (ASTM D1557) and within ± 1 Y2 percent of the optimum moisture content. Rigid Pavement Recommendations The use of concrete for paving has become more prevalent in recent years due to the long- term maintenance cost benefits of concrete pavement compared to asphaltic pavements. The recommended light and medium duty pavement sections are provided in the following table. Medium -duty rigid concrete pavements are recommended for pavements that will be exposed to heavy truck traffic. If a heavier duty pavement is required, our office should be contacted to reevaluate our recommendations. Rigid Pavement Light -Duty Medium -Duty (Passenger Cars & Parking) (Driveways) Reinforced Concrete 6 inches 7 inches Lime Stabilized Subgrade (6%) 8 inches 8 inches Concrete pavement should be properly reinforced and jointed, as per ACI, and should have a minimum 28-day compressive strength of 4,000 psi. Expansion joints should be sealed with an appropriate sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints is minimized. The joints should be thoroughly cleaned, and sealant should be installed without overfilling before pavement is opened to traffic. Concrete pavement at least 8-inches thick is recommended for the trash dump approach areas and loading ramps due to the high wheel and impact loads that these areas receive. The concrete pads at the location of the trash dumpsters should be large enough to accommodate both the front and rear wheels of the vehicles used to pick up the trash dumpsters. Maintenance or operations managers need to stress the importance of placing the trash dumpsters in their proper locations to reduce the distress trash pickup operations place on the pavement. Page 13 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Pavement Subgrade Preparation In areas where the pavements will be constructed, after all surface organics and deleterious materials have been removed to the desired subgrade elevation, the subgrade shall be proofrolled using a heavy pneumatic roller. Any soft areas identified shall be removed to firm soils, reworked and recompacted in place to obtain a stable and non -yielding subgrade. Upon completion of proof rolling, the lime stabilization operations shall be performed in accordance with TxDOT Item 260, "Lime Treatment for Materials Used As Subgrade (Road Mixed)". Based on the results of the Atterberg limits testing for the subgrade soils and associated curves provided in TxDOT Test Method 121-E, Rock Engineering recommends that the lime be mixed at the rate of 6 percent, based on the maximum dry unit weight of the raw subgrade soils as determined by the standard Proctor test (ASTM D698). The lime stabilized soils should be compacted to a minimum density of 98 percent of the maximum dry density, as determined by a standard Proctor test (ASTM D698), and at or above the optimum moisture content. Routine Maintenance of Rigid and Flexible Pavement Systems The pavement sections provided in this report are designed based on pavement sections constructed on similar subgrade soils and for facilities similar to those planned for construction at this site. The pavements will require routine maintenance such as crack sealing and seal coats for flexible pavements and joint maintenance for rigid pavement sections to achieve a desirable life of pavement. Without proper maintenance, moisture infiltration into the base materials and/or subgrade will result in rapid deterioration of the pavement system. Rock Engineering recommends that the owner protect their investment by incorporating an aggressive maintenance program. SITE IMPROVEMENT METHODS Concrete Flatwork Construction Considerations Provisions in the site development should be made in order to maintain relatively uniform moisture contents of the supporting soils. A number of measures may be used to attain a reduction in subsoil moisture content variations. Some of these measures are outlined below: During construction, positive drainage schemes should be implemented to prevent ponding of water on the subgrade. Positive drainage should be maintained around the structure and site flatwork through roof/gutter systems connected to piping or directed to paved surfaces, transmitting water away from the foundation perimeter and site flatwork. In addition, positive grades sloping away from the foundation and site flatwork should be designed and implemented. It is recommended to establish the final concrete slabs a minimum of 1Yz feet above the average surrounding grades at the site to promote positive drainage away from the foundations. Page 14 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas • We recommend that an effective site drainage plan be devised by others prior to commencement of construction to provide positive drainage away from the site improvements and off the site, both during, and after construction. • Vegetation placed in landscape beds that are adjacent to the structure and site flatwork should be limited to plants and shrubs that will not exceed a mature height of 3 feet. Large bushes and trees should be planted away from the foundation and flatwork at a distance that will exceed their full mature height and canopy width. • Individual concrete panels of site flatwork should be dowelled together to minimize trip hazards as a result of differential movements within the flatwork. • Site flatwork should be designed to drain quickly with a minimum positive slope of 1 percent. All project features beyond the scope of those discussed above should be planned and designed similarly to attain a region of relatively uniform moisture content within the foundation and flatwork areas. Poor drainage schemes are generally the primary cause of foundation and flatwork problems in South Texas. CONSTRUCTION CONSIDERATIONS Building Pad Preaaration If straight -shaft drilled pier foundations are used to support the building structure, a structurally suspended floor slab system is recommended in conjunction with the drilled piers and therefore building pad preparation to reduce the PVR value is not required. Rather, appropriate grading, proof -rolling and ordinary compaction of the subgrade soils should be performed as necessary to properly support formwork and/or carton forms during construction. Where a soil supported floor slab will be used, the building area should be prepared by initially removing all soils, organics, and any other deleterious materials to the minimum depth of 5'/ feet. The excavation should extend outside the building footprint and any appurtenances (including porches, attached sidewalks, stoops, etc.) for a minimum distance of 5 feet. Once the excavation operations in the building area are performed, the upper 1 foot of exposed subgrade soils shall be compacted to a minimum density of 95 percent of the maximum dry density as determined by the standard Proctor test (ASTM D698) and the moisture content shall be maintained at, or above, the optimum moisture content. If any soft areas are identified, the soils should be removed and recompacted in place. Upon completion of the subgrade preparation operations, at least 6'V2 feet of properly compacted "Select Fill" material should be placed to achieve the final building pad grade that allows for the concrete slab constructed at least 1 % feet above the average existing grade. Page 15 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas Properly compacted "Select Fill" soils shall be placed in no greater than 8-inch thick loose lifts and compacted to a minimum density of 95 percent of the maximum dry density, as determined by the standard Proctor test (ASTM D698), and at, or above, the optimum moisture content. The fill shall be placed in such a manner to provide a uniform fill pad thickness supporting the proposed building. Excavation of footings may proceed after placement of the select fill is complete. Select Fill Imported select fill material used at this site should be homogenous, free from organics and other deleterious materials and should have a maximum liquid limit of 40 percent and a plasticity index (PI) between 7 and 18. The select fill soils shall have a minimum of 35 percent passing the #200 sieve and no soil particles exceeding 1'/ inches will be permitted. The select fill should be placed in no greater than 8-inch thick loose lifts and then compacted to a minimum density of 95 percent of the maximum dry density, as determined by the standard Proctor test (ASTM D698), and at, or above, the optimum moisture content. Drilled. Cast -in -Place, Pier Construction Considerations To successfully install conventional straight shaft drilled piers at this site, temporary steel casing and the slurry displacement method of pier installation will be required to prevent sloughing soils and/or groundwater from infiltrating into the pier excavations. With slurry displacement, it is essential that there is a sufficient slurry head available (or that the slurry density can be increased as needed) so the inside pressure is greater than that from the groundwater table or the tendency of the soil to cave. Bentonite is most commonly used with water to produce the slurry ("bentonite slurry"). Some experimentation may be required to obtain optimum percentage for a site but amounts in the range of 4 to 6 percent by weight are usually adequate. The bentonite should be well mixed with water so that the mixture is not lumpy. The slurry should be capable of forming a filter cake on the shaft wall and to carry the smaller (say, under 6mm) excavated particles in suspension. With the slurry method it is generally desirable to: Prevent having the slurry in the shaft too long to prevent an excessively thick filter cake is difficult to displace with concrete during shaft filling. Pump the slurry and screen out the larger soil particles in suspension then the "conditioned" slurry can be returned to the shaft prior to concreting. Care should be exercised in excavating clay through the slurry so that pulling a large fragment does not cause sufficient negative pore pressure, or suction, to develop and collapse a part of the shaft. Page 16 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas When the shaft is complete the rebar cage is set in place and a tremie installed (this sequence is usually necessary so that the tremie does not have to be pulled to set the cage and then reinserted -almost certain to produce a slurry film discontinuity in the shaft). Concrete is pumped with great care taken that the tremie is always well submerged in the concrete so a minimum surface area is exposed and contaminated with slurry. Studies have shown that the concrete will adequately displace slurry particles from the rebar cage so a good bond can be obtained, and as previously noted, if the shaft is not open too long the filter cake on the pier wall is reasonably displaced as well. The successful placement of a pier foundation is dependent on the expertise of the drilled pier foundation contractor. It is recommended that at least one test pier excavation be performed at the site at the time of construction to verify groundwater conditions at the specific location and time, and to ensure that the proper method of pier installation is being performed. The Geotechnical Engineer, or his designated representative, should be present to witness the test pier excavation and installation of all production piers. Earthwork and Foundation Acceptance Exposure to the environment may weaken the soils at the foundation and pavement bearing level if excavations remain open for long periods of time. Therefore, it is recommended that the foundation and pavement excavations be extended to final subgrade elevations and that the foundations and pavements be constructed as soon as possible to minimize potential damage to the bearing soils. The foundation and pavement excavations should be free of loose soil, ponded water or debris, and should be observed prior to concreting by the Geotechnical Engineer, or his designated representative. Concrete and flatwork constituents should not be placed on soils that have been disturbed by rainfall or seepage. If the subgrade soils are softened by surface water intrusion, or by desiccation, the unsuitable soils must be removed and be replaced with properly compacted soils or base material as directed by the Geotechnical Engineer. The Geotechnical Engineer or his designated representative should monitor subgrade preparation. As a guideline, density tests should be performed on the exposed subgrade soils and each subsequent lift of compacted select fill soils at a rate of one test per 2,000 square feet or a minimum of three in -place nuclear tests per testing interval, whichever is greater. Any areas not meeting the required compaction should be recompacted and retested until compliance is met. Vapor Retarder A vapor retarder, with a permeance of less than 0.3 US perms (ASTM E96), should be placed under the concrete floor slab on the properly prepared building pad or carton void forms to reduce the transmission of water vapor from the supporting soil through the concrete slab and to function as a slip sheet to reduce subgrade drag friction. Polyethylene film, or polyolefin, with a minimum thickness of 10-mils (0.25 mm) is typically used for reduced vapor transmission and durability during and after its installation. Page 17 of 19 November 14, 2023 NEW RECYCLING BUILDING Attn: Mr. Anthony Gohlke 900 Landfill Road Rock Engineering Job Number: G123449 Port Lavaca, Texas The vapor retarder should be installed according to the ASTM E1643, "Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs". All penetrations through the vapor retarder should be sealed to ensure its integrity. The vapor retarder should be taped around all openings to ensure the effectiveness of the barrier. Grade stakes should not be driven through the barrier and care should be taken to avoid punctures during reinforcement and concrete placement. Placement of slab concrete directly on the vapor retarder increases the risks of surface dusting, blistering and slab curling making good concrete practice critical. A low water to cement ratio concrete mix design, combined with proper and adequate curing procedures, will help ensure a good quality slab. Where vapor transmission is not a concern, elimination of the vapor retarder may provide improvements in finishing characteristics and reductions in the risks of surface dusting, blistering and slab curling. However, exposure of portions of the subgrade or granular layer, such as at blockouts for columns or utility penetrations to inclement weather during construction may create excessive or deficient moisture conditions beneath portions of the slab that have already been placed. Blockouts for slab penetrations should be protected if a vapor retarder is omitted. ACI 302.1 R- 96 "Guide for Concrete Floor and Slab Construction," recommends that a vapor retarder or vapor barrier be used only when required by the specific application. Utilities Utilities that project through a slab -on -grade floor or walls should be designed with either some degree of flexibility, or with sleeves, in order to prevent damage to these lines should vertical movement occur. Expansion and Control Joints Expansion and control joints should be designed and placed in various portions of the structure. Properly planned placement of these joints will assist in controlling the degree and location of material cracking that normally occurs due to material shrinkage, thermal affects, soil movements and other related structural conditions. GENERAL COMMENTS If significant changes are made in the character or location of New Recycling Building project, a consultation should be arranged to review any changes with respect to the prevailing soil conditions. At that time, it may be necessary to submit supplementary recommendations. It is recommended that the services of Rock Engineering be engaged to test and evaluate the soils in the foundation excavations prior to concreting in order to verify that the bearing soils are consistent with those encountered in the borings. Page 18 of 19 November 14, 2023 Attn: Mr. Anthony Gohlke Rock Engineering Job Number: G123449 NEW RECYCLING BUILDING 900 Landfill Road Port Lavaca, Texas Rock Engineering cannot accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the foundation if not engaged to also provide construction observation and testing for this project. If it is required for Rock Engineering to accept any liability, then Rock Engineering must review and agree with the plans and perform such observation during construction as we recommend. All dewatering, sheeting, shoring, and bracing of trenches, pits and excavations should be made the responsibility of the contractor and should comply with local, state and federal safety codes, regulations and practices, Safety and Health Administration. all current and applicable including the Occupational Page 19 of 19 APPENDIX • GEOTECIINICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING & TESTING • SOILS • ASPHALT • CONCRETE A UES Company SITE VICINITY MAP Attn: Mr. Anthony Gohlke Rock Engineering Job Number: G123449 ROCK ENGINEERING & TESTING LABORATORY, LLC. 900 Landfill Road Port Lavaca, Texas Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office: 210.495.8000 Office: 512.284.8022 Fax: 361.883.4711 Fax: 210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi, TX 78409 San Antonio, TX 78216 Round Rock, TX 78664 w .rocktesting.com A UES Company • GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING & TESTING • SOILS • ASPHALT • CONCRETE BORING LOCATION PLAN November 14, 2023 Attn: Mr. Anthony Gohlke Rock Engineering Job Number: G123449 NEW RECYCLING BUILDING 900 Landfill Road Port Lavaca, Texas ROCK ENGINEERING & TESTING LABORATORY, LLC. Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office: 210.495.8000 Office: 512.284.8022 Fax: 361.883.4711 Fax: 210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi, TX 78409 San Antonio, TX 78216 Round Rock, TX 78664 w .rocktesting.corn LOG OF BORING B-1 SHEET 1 of 1 ° CLIENT: G&W Engineers, Inc. .t °e�`' '•.,+ Rock Engineering and Testing Labralory, LLC. , PROJECT: New Recycling Building •° ° 6817 Leopard Street Corpus Christi, Texas 78409 "°°,,� LOCATION: 900 Old Landfill Road, Port Lavaca, Texas y Telephone: (361)-883-0555 NUMBER: G123449 °o, Fax: Auisc°mn°nr DATE(S) DRILLED: 10/19/2023 FIELD DATA LABORATORY DATA DRILLING METHOD(S): Hollow Stem Augers ATTERBERG LIMITS GROUNDWATER INFORMATION: w o W w Groundwater (GW1 encountered at 10.5 during drilling. w i F F- z m GW at 13.5 feet and caved at 16 feet upon completion. FFry O U f2 J F }} LL F W y O N m 2 F U.. �LLLLO a U U ~ J 2 LL d D W W N�Ny o N 5 Z a) p W~ o a m o o E y o i W z SURFACE ELEVATION: N/A m z a o 02 o m u w o M LL PL PI DESCRIPTION OF STRATUM ss N= 7 14 76 21 55 72 FAT CLAY WITH SAND (CH), dark gray, moist, firm. (11% gravel, 17% sand, and 72% fines). Ss S-2 N= 2 33 Same as above, soft. 5 ST S 3 P= 3.25 24 54 18 36 78 Same as above, with calcareous deposits, brown, very stiff. (CH)- s a P= 4.5+ 17 110 4.8 LEAN CLAY WITH SAND, with calcareous deposits, brown, 10 moist, hard. ST ST S-6 P= 2.5 I P= 2.25 17 F is 38 14 24 109 106 3.1 0.7 76 58 Same as above, very stiff. (CL) SANDY LEAN CLAY, brown, moist, firm. 15 SS -7 N= 24 18 65 Same as above. 20 SS S-8 N= 12 23 4 POORLY GRADED SAND, brown, moist, medium dense. 25 SS S-e N= 21 20 Same as above. 30 Boring terminated at a depth of 30 feet. N - STANDARD PENETRATION TEST RESISTANCE REMARKS: OC- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by Rock Engineering atGPSmordinates P - POCKET PENETROMETER RESISTANCE N 28.617720 W 96.696032 LOG OF BORING B-2 SHEET 1 of 1 CLIENT: G&W Engineers, Inc. "° "•'` °°., Rock Engineering and Testing Labratory, LLC. PROJECT: New Recycling Building •"`� ° 6817 Leopard Street Corpus Christi, Texas 78409 '°^,° LOCATION: 900 Old Landfill Road, Port Lavaca, Texas ,� Telephone: (361)-883-4555 NUMBER: G123449 �°, Fax: A UE9 Company DATE(S) DRILLED: 10/19/2023 FIELD DATA LABORATORY DATA DRILLING METHOD(S): Hollow Stem Auger ATTERBERG L MITS e GROUNDWATER INFORMATION: w w Groundwater (GW) encountered at 22 during drilling. w 00 ~ ? y GW at 15.5 feet and caved at 21.5 feet upon completion. LL E ) LL 2t o 1 hour delayed readings: GW at 14.5 feet and caved at 21.5 feet. LL W W r�+��d h N� j N z N LL W N W a a a oz ZO ti m ] o 7i g a r~q g o o (7 a z in Z rn SURFACE ELEVATION: N/A moo M y z o f r°n o ran rn a o LL PL PI o a Eon rq DESCRIPTION OF STRATUM ST P= 4.5+ 18 FAT CLAY, dark gray, moist, hard. ST S-2 P= 4.5+ 23 70 21 49 89 Same as above. (CH) 5 s3 P= 4.0 24 Same as above, brown, very stiff. ST — — — — — P= 3.0 — 22 -- 47 — 17 -- 30 -- 101 -- 3.5 -- 76 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEAN CLAY WITH SAND (CL), brown, moist, very stiff. 10 ST S-5 P= 2.0 15 119 3.1 Same as above, with calcareous deposits. ST s-6 P= 4.5+ 17 33 14 19 73 Same as above, hard. 15 ST _____ P= 4.5+ _ 14 __ _ __ __ __ __ ______________________________ SANDY LEAN CLAY, with calcareous deposits, brown, moist, 20 hard. 3 3 P= 3.25 18 55 Same as above, very stiff. 25 ST ST P=1.5 18 38 CLAYEY SAND, brown, moist, stiff. 30 Boring terminated at a depth of 30 feet. N - STANDARD PENETRATION TEST RESISTANCE REMARKS: Qc-STATIC CONE PENETROMETER TEST INDEX 28,6operetlonswere performed hyRock Engineering atGPScoordinates P - POCKET PENETROMETER RESISTANCE N26.617691 W 96.695925 - Rack Engineering & Testing Laboratory 6817 Leopard Street Engineering & Corpus Christi, TX 78409 Telephone: Testing Laboratory, Telephone: 361-883-4555 LLC. \.' KEY TO SOIL CLASSIFICATION AND SYMBOLS UNIFIED SOIL CLASSIFICATION SYSTEM TERMS CHARACTERIZING SOIL STRUCTURE MAJOR DIVISIONS SYMBOL NAME GW 6104 Well Graded Gravels or Gravel -Sand mixtures, little SLICKENSIDED - having inclined planes of weakness 0or no fines that are slick and glossy in appearance GP ° 7 Poorly Graded Gravels or Gravel -Sand mixtures, little FISSURED - containing shrinkage cracks, frequently GRAVEL AND o p or no fines filled with fine sand or silt; usually more or less GRAVELLY vertical SOILS GM °< Silty Gravels, Gravel -Sand -Silt mixtures LAMINATED (VARVED) - composed of thin layers of varying color and texture, usually grading from sand GC Clayey Gravels, Gravel or silt at the bottom to day at the top COARSE -Sand -Clay Mixtures GRAINED CRUMBLY -cohesive soils which break into small SW •. • ' :; Well Graded Sands or Gravelly Sands, little or no SOILS blocks or crumbs on drying fines CALCAREOUS - containing appreciable quantities of SP '. Poorly Graded Sands or Gravelly Sands, little or no calcium carbonate, generally nodular SAND >' fines AND WELL GRADED - having wide range in grain sizes SANDY .and substantial amounts of all intermediate particle SOILS SM •;' .• Silty Sands, Sand -Silt Mixtures sizes POORLY GRADED - predominantly of one grain size GO SC Clayey Sands, Sand -Clay mixtures uniformly graded) or having a range of sizes with some intermediate size missing (gap or skip graded) ML Inorganic Silts and very fine Sands, Rock Flour, Silty or Clayey fine Sands or Clayey Sills SILTS AND CL Inorganic Clays of low to medium plasticity, Gravelly SYMBOLS FOR TEST DATA CLAYS Clays, Sandy Clays, Silty Clays, Lean Clays LL<50 — Groundwater Level _ OL _— Organic Silts and Organic Silt -Clays of Iow plasticity (Initial Reading) i — Groundwater Level MH Inorganic Silts, Micaceous or Diatomaceous fine - (Final Reading) Sandy or Silty soils, Elastic Silts SILTS ' — Shelby Tube Sample CLADS CH Inorganic Clays of high plasticity, Fat Clays LL> 50 ® — SPT Samples OH Organic Clays of medium to high plasticity, Organic Silts m — Auger Sample a — Rock Core Limestone NON USCS - m Texas Cone Penetrometer " x x x Mad/Clayslone MATERIALS x x x ® — Grab Sample Sandstone TERMS DESCRIBING CONSISTENCY OF SOIL COARSE GRAINED SOILS FINE GRAINED SOILS DESCRIPTIVE NO. BLOWS/FT. DESCRIPTIVE NO. BLOWSIFT. UNCONFINED TERM STANDARD PEN. TERM STANDARD PEN. COMPRESSION TEST TEST TONS PER SO. FT, Very Loose 0-4 Very Soft <2 <0.25 Loose 4 - 10 Soft 2-4 0.25 - 0.50 Medium 10-30 Firm 4-8 0.50-1.00 Dense 30 - 50 Stiff 8 -15 1.00 - 2.00 Very Dense over 50 Very Stiff 15 - 30 2.00 - 4.00 Hard over 30 over 4.00 Field Classification for "Consistency' of Fine Grained Soils is determined with a 0.25" diameter penetrometer • GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING & TESTING • SOILS • ASPHALT • CONCRETE A UES Company December 12, 2023 G&W Engineers, Inc. 205 W Live Oak St Port Lavaca, TX 77979 Attention: Mr. Anthony Gohlke SUBJECT: SUPPLEMENT NO. 1 NEW RECYCLING BUILDING 900 Landfill Road Port Lavaca, Texas Rock Engineerinu Project No.: G123449 Dear Mr. Gohlke, Rock Engineering and Testing Laboratory, LLC. (Rock Engineering) (TBPE Firm No. 2101) previously performed a geotechnical study for the above referenced project and provided shallow slab -on -grade foundation recommendations and deep straight shaft drilled pier recommendations in our report dated November 14, 2023. Based on recent correspondence with Mr. Anthony Gohlke, we understand that it is desired to utilize conventional shallow square and strip foundations. As requested, we are providing this Supplement No.1 which includes additional recommendations and discussion for use of conventional footings. PVR Discussion As indicated in our Geotechnical report dated March 13, 2023, the calculated PVR for the soils at this site was on the order of 4 inches for slab -on -grade construction. For use of conventional footings, it would be required that the site be considered "non -expansive" per the International Building Code (IBC). In order to achieve this consideration, the site or building area would be require modification to a PVR of Yz inch. At locations where borings have been identified to have a PVR value of greater than Yz inch, such as encountered at this site, undercutting a portion of the natural expansive soils and replacing them with properly compacted select fill soils should reduce the PVR to a'/2 inch or less. ROCK ENGINEERING & TESTING LABORATORY, LLC. Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office: 210.495.8000 Office: 512.284.8022 Fax: 361.883.4711 Fax: 210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale I Roundville Ln. Corpus Christi, TX 78409 San Antonio, TX 78216 Round Rock, TX 78664 w .rocktesting.com December 12, 2023 SUPPLEMENT NO. 1 Attn: Mr. Anthony Gohlke NEW RECYCLING BUILDING Rock Engineering Job Number: G123449 Port Lavaca, Texas Based on our calculations, in order to reduce the PVR to approximately a'/2 inch, it will be necessary to remove existing soils in the building area to a minimum depth of 6'/2 feet. The exposed subgrade soils should then be moisture conditioned and compacted prior to replacing the excavated soils with at least 7'/2 feet of properly compacted select fill soils to achieve a finished concrete floor slab elevation approximately 1'/2 feet above the average existing grade at the site. The estimated PVR values provided are based on the floor system applying a sustained surcharge load of approximately 1.0 pound per square inch on the subgrade soils resulting in a 4 to 6-inch concrete finished floor slab elevation 1'/z feet above the average grade elevation at the site. It is not uncommon to design structural elements with a PVR value higher than inch, however, it is up to the owner of the building to accept the higher risk associated with the potential of soil movements. The risks of soil movements include but is not limited to differential movements that create moment forces due to overturning of unbalanced loading conditions, cracks in wall partitions, bending or breaking of ancillary rigid connections from the beam or column, slab heaving and cracking. It is important to note that the timeline of soil movements is difficult to predict but is typically regarded to be on the order of decades. Continuous Strip/Square Footings Continuous strip and square footings may be used to support the structures at the site if movements of a '/2 inch can be tolerated. The footings should be founded in in -situ soil at a minimum depth of 2 below the final grade elevation. Footings bearing at these depths can be designed using an allowable bearing pressure of 2,000 psf. The allowable bearing pressure is based on dead load and sustained live load considerations and includes a design safety factor of 3. Foundation excavations should be neat cut with conventional excavation equipment, preferably with a smooth -mouthed bucket. If a toothed bucket is used, excavation with this equipment should be stopped 12 inches above the final grade and the foundation excavation completed with a smooth -mouthed bucket or by hand. Closing This Supplement No. 1 should be used in conjunction with our original report and the recommendations contained within the original report should not be amended unless specified herein. We appreciate the opportunity to provide the supplemental geotechnical services discussed herein. Please contact our office if you have any questions. Please feel free to contact us should you have additional questions. Sincerely, James P./Bauer, P.E. 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El�OEE9 3 E� s 2E20 g S Ee %e :%� IR` E E Fa a ma, [®£ °' ',^E g .g: c% @eS y ! �6� 4�• f yE F m5°iC yE E' 996 26g a6 rvr�P Nofi e O F — A� o • Y Yc 4 0 o F m 5 8g y R � 3gx g P, e.e.e-e.RCRR'e lrvairv!!as STRUCTURAL SITE PLAN CALHOUN COUNTY RECYCLE�. M1,Q,,CIG WASTE TRANSFER STATION &Wo.+,(c^''u•^++ryul d CALHOUN COUNTY, TEXAS o TESTING NOTES z 40 a R ARRg §_D € y � -mi I �•-i 3$ iA arMg.a s 3 I y�L E o9 p R� E z�8�� GUOAN f y' P- H� 8a 9 2 SPIm O? E 0 S z !! M$"3M nq � 3Rq FRA G a SOD z B ny 20 Wyy J y X 4Ti § 3E S �[. O @S x5Ira! 2 Gz£ Amy n£Fa4 y 4D yy D E e m— a z a III I Ikl bOi �aG � a �g5 13 � IIII o $. $s '� a A 5R$ Id gg ®, y _t m S� gg e O �m i �= A T y m 9 fiz z �x c §F� mad d c �,`�J^ �.4� c�c Ervcirve EAs STRUCTURAL SITE PLAN CALHOUN COUNTY RECYCLE WASTE TRANSFER STATION CALHOUN COUNTY, TEXAS G. &w - c" �'"B `••,`'•""," :""` TYPICAL DETAILS IIIIo IIII III s p g §M, s€ D 9 g O � I � lip 9y I�III "R RklJll 9 q _ a �Im le ♦ a 'e e - S-R„$ q a a III RR �H _II ;0 mC dZ u0 Z ra I II T v 9 I [V IM Z � Llq� ----—_ ----_ 1 w 6 a la R R w UT i _ . , _ J •il u PY a 4� 0 Rr i 9 m R, 3 I� y ®�'.'„ y'�a ervclrveees STRUCTURALSITE PLAN CALHOUN COUNTY RECYCLE WASTE TRANSFERSTATION G. &W .. 111 o '"•`^11OFlfl1KN••"^" CALHOUN COUNTY, TEXAS I''`R FOUNDATION PLAN MA NOTICE OF MLET] NG—1/31/2024 9. Consider and take necessary action to approve Third Extension of Interlocal Agreement Between Calhoun County Guadalupe -Bianco River Authority and authorize Judge Meyer to sign all documents. (GDR) RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hail, Lyssy, Behrens, Reese Page 6 of 14 Gary D. Reese County Commissioner County of Calhoun Precinct 4 January 24, 2024 Honorable Richard Meyer Calhoun County Judge 211 S. Ann Port Lavaca, TX 77979 RE: AGENDA ITEM Dear Judge Meyer: Please place the following item on the Commissioners' Court Agenda for January 31, 2024. • Consider and take necessary action to approve Third Extension of Interlocal Agreement Between Calhoun County and Guadalupe -Blanco River Authority and authorize Judge Meyer to sign all documents. Sincerely, f 'A Gary D. Reese GDR/at P.O. Box 177 — Seadrift. Texas 77983 — email: aary reese(•,e calhouncotx om — (361) 785-3141 — Fax (361) 785-5602 Third Extension of Interlocal Agreement Between Calhoun County and Guadalupe -Blanco River Authority This extension is entered into on the 31PNday of January 2024, by and between the Guadalupe - Blanco River Authority ("GBRA"), a Conservation and Reclamation District with offices at 2225 E. Common Street, New Braunfels, Texas 78130 and Calhoun County, Texas, ("County") with its principal office at 211 S. Ann Street, Port Lavaca, Texas 77979 (collectively, "the Parties"). RECITALS Effective December 29, 2020, GBRA and County entered into an Interlocal Agreement ("Agreement") for GBRA to provide Mitigation Project Work for the County for the Green Lake Control Structure in accordance with the County's and the Matagorda Bay Mitigation Trust's Green Lake Breach Repair contract. The Agreement expired on December 29, 2021. Article VI of the Agreement provides that the Parties may, by written agreement, extend the term for up to a total of four additional years. The Parties previously executed a first Extension of Interlocal Agreement Between Calhoun County and Guadalupe -Blanco River Authority, which expired on December 29, 2022. The Parties also previously executed a second Extension of Interlocal Agreement Between Calhoun County and Guadalupe -Blanco River Authority, which expired on December 29, 2023. NOW, THEREFORE, in consideration of their mutual promises to extend the term of the Agreement and other good and valuable consideration, GBRA and the County agree as follows: The Agreement shall be extended to December 29, 2024. 2. This amendment does not alter any terms, conditions, or representations contained in the Agreement, which shall remain in full force and effect. Guadalupe -Blanco River Authority By: arrell Nic ols General Manager/CEO Calhoun County By: Printed natue:_ Title: 72 Interlocal Agreement between the Guadalupe -Blanco River Authority and _Calhoun County for Re-establishment of Green Lake Control Structure in Accordance with the Matagorda Bav Mitigation Trust This Interlocal Agreement is made and entered into by and between Guadalupe -Blanco River Authority, a conservation and reclamation district, (hereinafter referred to as "GBRA"), and Calhoun County (hereinafter referred to as the "County"), and all of which may also be referred to herein individually as a "Party" or collectively as "Parties. This Interlocal Agreement is entered into by the Parties pursuant to the authority granted and in compliance with, the provisions of the "Interlocal Cooperation Act," as amended, Texas Government Code, Chapter 791. This Interlocal Agreement is intended to further the purpose of the Interlocal Cooperation Act, which is to increase the efficiency and effectiveness of local governments. RECITALS WHEREAS, the County and the Matagorda Bay Mitigation Trust have approved a contract titled "Green Lake Breach Repair," hereinafter called the "Trust Agreement," which is attached hereto and as Exhibit A and incorporated herein fully by reference; under the Trust Agreement, the County may receive funding pursuant to the terms therein for Mitigation Project Work. WHEREAS, GBRA operates a diversion canal adjacent to the Green Lake control structure. WHEREAS, the County owns Green Lake and has interests in the Green Lake control structure for recreational and wildlife habitat purposes. WHEREAS, erosive overflows from the Green Lake control structure have caused breaches to form along the north side of the GBRA diversion canal. WHEREAS, these breaches in the diversion canal adversely affect water supply operations, and create lake access issues to the detriment of both Parties. WHEREAS, both Parties seek to re-establish the Green Lake Control Structure by repairing breaches and preventing future breaches. NOW, THEREFORE, BE IT AGREED, the parties enter into this Agreement under the authority of the Interlocal Cooperation Act, Texas Government Code § 791.001, et seq.; GBRA's Enabling Act, V.A.C.S 8280-106, as amended; and the Texas Water Code § 16.315, Subchapter 1. The Parties agree and stipulate that they each have the authority to perform the functions contemplated herein and that this Agreement is in the best interests of the Parties and the public that they serve. I. PUPROSE This Agreement is to provide the terms and framework for GBRA to provide Mitigation Project Work for the County for the Green Lake Control Structure pursuant to the Trust Agreement attached as Exhibit A. 11. RELATIONSHIP OF THE PARTIES TO EACH OTHER AND WITH THIRD PARTIES A. It is expressly agreed and understood that each Party is and shall be deemed to be an independent contractor, responsible for its respective acts or omissions and that each of the other Parties shall be in no way responsible therefore, and that no Party hereto has authority to bind the other Party nor to hold out to third parties that it has the authority to bind the other Party. 2 Nothing herein contained shall be deemed or construed to create the relationship of employer - employee, principal -agent, an association, joint venture, partners, or partnership or impose a Partnership duty, obligation or liability among the Parties. B. No third party beneficiaries are created by this Agreement. This Agreement is not intended to and shall not create any rights in or confer any benefits upon any other person other than the Parties. III. WORK AUTHORIZATIONS, CONTRACTING, AND PAYMENT A. The tasks to be performed under this Agreement shall cover multiple projects related to the reestablishment of a Green Lake control structure. Each task shall be initiated as described in Paragraph B. of this Article III. B. The tasks shall be initiated as follows: 1. GBRA agrees to submit for approval to the County proposed Work Authorizations, which meet the conditions set forth in the Trust Agreement. 2. The County agrees to review the work authorizations and provide comments and appropriate approvals within fifteen (15) days of the date the Work Authorizations are sent to the County. If a work authorization is not approved or approved in part, the County shall state the reasons why any portion is not approved. The Parties agree to work together promptly to resolve any issues needed to reach final authorization. 3. Upon final written approval of a Work Authorization by the County, GBRA will contract, subcontract, or otherwise coordinate the approved project work in accordance with Paragraph C of this Article III. 4. GBRA shall make payment to any third parties it contracts with for work and services performed on the approved Work Authorization. GBRA shall then submit invoices and proof of payment for an approved Work Authorization to the County for reimbursement. Reimbursement to GBRA by the County, under an invoice for an approved Work Authorization, shall be made within 31 days of the County's receipt of Funds from the Matagorda Bay Mitigation Trust for approval of the same invoice. C. The Parties further agree and stipulate that: 1. Services of engineers and contractors that GBRA employs for the tasks performed under this Interlocal Agreement will have been or will be procured in accordance with applicable law. 2. In no event shall the County be obligated to: a. Reimburse GBRA more than one million dollars ($1,000,000.00) in any one year term of this Interlocal Agreement for work and services on approved Work Orders; or, b. Reimburse GBRA more than two million dollars ($2,000,000.00) for all work and services on approved Work Orders approved under this Interlocal Agreement. D. The Parties agree all reimbursement from the County shall only be for services rendered by third party contractors or subcontractor as directed under an approved Work Authorization, and shall not include any cost for management or administration by GBRA. The parties agree GBRA's consideration received under this agreement is the value associated with input and oversight for a project that directly benefits their mission to manage watershed resources. The County consideration received is the value associated with expert oversight and management for contracting third parties to assist in the re-establishment of the Green Lake Control Structure. 9 IV. MATAGORDA BAY MITIGATION TRUST COMPLIANCE A. GBRA acknowledges the County is the Recipient as identified in the Trust Agreement, and the County must adhere to all terms and conditions specified therein. B. GBRA agrees that: I. Any engineering or construction firm or other contracting party hired by GBRA to perform work subject to County reimbursement under this Interlocal Agreement shall be required to comply with the requirements of the Trust Agreement relating, without limitation to the contracting Party's performance of the work, invoicing and detail of invoicing, and reporting. 2. It will require the contracting parties described in Paragraph IV.B.1. above to require each of their subcontractors working on approved Work Authorizations under this Interlocal Agreement to comply with the Trust Agreement in the manner described in Paragraph IV.B.1. above. 3. It will provide a copy of the Trust Agreement to all contracting parties described in Paragraph IV.B.1 above. V. APPROVAL AND NOTICE A. Notice to any party, submission of projects for approval and approval of projects shall be deemed sufficient if in writing and mailed by certified mail, return receipt request, postage prepaid to the addresses listed below, or by email to the designated representatives listed below: GBRA c% R. Brian Perkins, P.E. 933 East Court Street Seguin, Texas 78155 Email: buerkins(alebra ore CALHOUN COUNTY 211 S. Ann Street Port Lavaca, Texas 77979 Email: Richard.meveaa.calhouncoix.ore OR Qarv.reese(a)calhouncotx.ore B. Either party may change the address or the recipient of notice to them by notifying the other Party of the change as provided in Paragraph W.A. above. VI. TERM This Agreement takes effect when executed by both GBRA and the County (the `Effective Date"). This Agreement will terminate one year from the date of execution (the "Termination Date"), unless terminated earlier by written agreement of the parties, except that the right for GBRA to receive reimbursement for tasks performed on Work Authorizations which were approved before the Termination Date shall survive termination for a period of four (4) years. The term may also be extended by written agreement, however the total of all written extensions shall not to exceed four (4) years. VII. AMENDMENT AND TERMINATION This Agreement may be altered or amended by mutual written consent or terminated by either party with 30 days written notice to the other. Upon receipt of such termination notice, GBRA will, unless the notice directs otherwise, immediately discontinue all work in connection with the performance of this Agreement and proceed to cancel promptly all existing projects insofar as such projects are applicable to this Agreement. GBRA must submit a statement showing in detail the work performed under this Agreement to the date of termination. The County will then reimburse GBRA that proportion of the prescribed cost, which applies to the work, actually performed under this Agreement less all payments that have been previously made in accordance with payment procedures under Article III. above. VHL GENERAL Force Majeure: Neither GBRA nor the County will be liable to the other for any delay in nor failure ofperformance of any requirement included in the Agreement caused by force majeure. The existence of such causes of delay or failure extends the period of performance until after the causes of delay or failure have been removed, provided the non -performing party exercises all reasonable due diligence to perform. Force majeure is defined as acts of God, war, fires, explosions, hurricanes, floods, failure of transportation, or other causes that are beyond the reasonable control of either party and that by exercise of due foresight such party could not reasonably have been expected to avoid, and which, by the exercise of all reasonable due diligence, such party is unable to overcome. This agreement contains the entire Agreement between the parties relating to the rights herein granted and the obligations herein assumed. Any oral representations or modifications concerning this instrument shall be of no force or effect except in a subsequent modification in writing signed by both parties. This Agreement shall be governed by and constructed in accordance with the laws of the State of Texas, the United States of America, and any other regulatory body having jurisdiction. This Agreement shall be construed and governed according to the laws of the State of Texas. Venue shall be in Calhoun County, Texas. No assignment of the Agreement or of any right accrued hereunder shall be made, in whole or in part, by either party without the prior written consent of the other party. 7 Severability: If any clause or provision of this Agreement is held invalid, illegal or unenforceable under present or future federal, state or local laws, then and in that event it is the intention of the Parties that such invalidity, illegality or unenforceability shall not affect any other clause or provision hereof and that the remainder of this Agreement shall be construed as if such invalid, illegal or unenforceable clause or provision was never contained herein; it is also the intention of the Parties hereto that in lieu of each clause or provision of this Agreement that is invalid, illegal or unenforceable, there be added as a part of this Agreement a clause or provision as similar in terms to such invalid, illegal or unenforceable clause or provisions as may be possible, to be legal, valid and enforceable. This Agreement is entered solely by and between, and may be enforced only by and among the Parties. Except as set forth above, this Agreements shall not be deemed to create any rights in or obligation to any third parties. Nothing in this Agreement is construed as creating any personal liability on the part of any employee, officer or agent of any public body that may be a party to this Agreement. This Agreement is not intended to, and shall not be construed to create any joint enterprise between or among the parties. The parties expressly acknowledge that the County's authority to indemnify and/or hold harmless any third party is governed by the Texas Constitution and any provision which purports to require indemnification by the County is invalid. Nothing in this Agreement requires that funds be assessed or collected or that a sinking fund be created. THE PARTIES EXPRESSLY ACKNOWLEDGE AND AGREE THAT NO PROVISION OF THIS AGREEMENT IS IN ANY WAY INTENDED TO CONSTITUTE A WAIVER BY ANY PARTY OF ANY IMMUNITIES FROM SUIT OR LIABILITY THAT A PARTY MAY HAVE BY OPERATION OF LAW. BOTH PARTIES RETAIN ALL GOVERNMENTAL IMMUNITIES. IX. AUTHORITY The signers of this Agreement represent that they have full authority to execute this Agreement on behalf of GBRA and County, respectively, and that the respective governing bodies of GBRA and County, have authorized the execution of this Agreement. Executed in duplicate originals, each of which will have the full force and effect of an original on t -tt` this � I — day of /J�her —.�_, 2020. GBRA Guadalupe -Blanco River Authority K6in Panel -son —_7 — General ManageriCEO COUNTY Calhoun o nty, Texas r Ri hard Meyer U Calhoun County Judge Approv as to Foro�: J� Approved as Co Form: Tom ohl General Counsel County Attorney # io NOTICE 0( MEEIING — 1/31J2024 10. Enter Continuing Education hours for County Clerk, Anna Goodman, into the official record. (RHM) RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 7 of 14 Mae Belle Cassel From: Anna.Goodman@calhouncotx.org (Anna Goodman) <Anna.Goodma n@calhou ncotx.org> Sent: Wednesday, January 24, 2024 2:30 PM To: MaeBelle Cassel Cc: ladonna.thigpen@calhouncotx.org; Debbie.Vickery@calhouncotx.org Subject: 2023 CONTINUING EDUCATION CERTIFICATE Attachments: 2023.CE CERTIFICATE.pdf Good afternoon, Will you please add "Enter 2023 Continuing Education hours for County Clerk, Anna Goodman, into the official record."? Thanks! Anna M Goodman Calhoun County Clerk 361-553-4416 "Every day may not be good, but there's something good in every day." Anna M Goodman Calhoun County Clerk 361-553-4416 Calhoun County Texas t Fd Q C O �Y a o O to a MN 0 #11 NOTICE OF MEETING - 1/31/2024 11. Consider and take necessary action to accept anonymous donation to the Sheriffs Office to be deposited into the Motivation account (2697-001-49082-679) in the amount of $75.00. (REM) RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 8of14 CALHOUN COUNTY, TEXAS COUNTY SHERIFF'S OFFICE 211 SOUTH ANN STREET PORT LAVACA, TEXAS 77979 PHONE NUMBER (361) 553-4646 FAX NUMBER (361) 553-4668 MEMO TO: RICHARD MEYER, COUNTY JUDGE SUBJECT: ACCEPT DONATION TO SHERIFF'S OFFICE DATE: JANUARY 31, 2024 Please place the following item(s) on the Commissioner's Court agenda for the date(s) indicated: AGENDA FOR JANUARY 31, 2024 * Consider and take necessary action to accept anonymous donation to the Sheriff s Office to be deposited into the Motivation account (2697-001-49082-679) in the amount of $75.00. Sincerely, '004 p BoPbieVickery Calhoun County Sheriff 0 a #12 I NO] ICE OF MEETING-1/31/2024 12. Consider and take necessary action to approve the preliminary Plat of the replat of Lots 7 & 8 Block 87 of the Port O'Connor Townsite. (GDR) Henry Danysh explained the preliminary plat. Commissioner Reese suggested changes that would need to reflect on final plat. RESULT: APPROVED -[UNANIMOUS]-, MOVER: Gary Reese, Commissioner Pct 4 ' SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Cornmmissioner Hall, Lyssy, Behrens, Reese Page 9 of 14 Gary D. Reese County Commissioner County of Calhoun Precinct 4 January 25, 2024 Honorable Richard Meyer Calhoun County Judge 211 S. Ann Port Lavaca, TX 77979 RE: AGENDA ITEM Dear Judge Meyer: Please place the following item on the Commissioners' Court Agenda for January 31, 2024. • Consider and take necessary action to Approve the Preliminary Plat of the Replat of Lots 7 & 8 in Block 87 of the Port O'Connor Townsite. Sincerely, Gary. Reese GDR/at P.O. Box 177 —Seadrift, Texas 77983 —email: earv.reese tr calhouncore ore — (361) 785-3141 — Fax (361) 785-5602 q gg aR 9q q aF 9q g/qyK qq dd ..11 €RR a ~yJ �R a aA 0 LOT 2 LOT 11 zmom oo o sR5 R 6�� `gyp i 'H' 0 g qn ggOR@R@gI 1� OP n oz� OD aIR 6 I y R q---(E-----14th— 9 —'�' --STREET----�-- < b - §F9 R [11 K�� v t� a g5.0`U ,W 85.o0•t10a00' y O m o 9 gg z r r m was xi H a r 0 � s �§ Z� V � CO H pF9 I H I• I : ACO nd m �c� �WN C o a$R y a ,ti- H s a Yp 2 nz row O q- Y^_ 8, V___ _'-___. N O G H z' It 4 dg v e .OporL a.ao,ecszs Z z n o 3gp Rdyg '�� `pG r O o`tlx �. noFm �P O I o o "i0 N y z Raq y q y I �• o0 R R 8 D � f., G O f *m z to' u T T soz g s� fig. ; R� o �� Is col A 81 �� ala a � III R Z jjrR� R�q' '8�311A I„ bd '1p S� i o�oe;p; ^�u.°•sF - G & W ENGINEERS, INC. o Oq;i; k R 8 • ENGINEERING • SURVEYING • PUNNING • ' • z > x i o ^ 0 9 o p 205 W. NYE OAK STREET. PORT UVACA• 1ENA5 ]]W9 �+ Fi o O o b O 9 • o :. iBPLS FlRMNO.: IOO22100 PRELIMINARY PLAT //RR" (N+I) 552-N09: Ppii IAVACA (aT9) az5-na0: 9AY aTr #13 NOTICE OF MEEFING 1/31/2024 13. Consider and take necessary action to authorize 5D Traveling Tavern to sell alcohol during the POC Champions Cup BBQ Cook -off March 8-9, 2024 at the Port O'Connor Community Center. (GDR) ommissioner Reese approved upon the receipt of insurance policy •om 513. .ESULT: APPROVED [UNANIMOUS] lowit: Gary Reese, Commissioner'Pct 4 ECONDER: Joel Behrens, Commissioner Pct 3 Page 10 of 14 Gary D. Reese County Commissioner County of Calhoun Precinct 4 January 23, 2024 Honorable Richard Meyer Calhoun CountyJudge 211 S. Ann Port Lavaca, 7% 77979 RE: AGENDA ITEM Dear Judge Meyer: Please place the following item on the Commissioners' Court Agenda for January 31, 2024. • Consider and take necessary action to authorize 5D Traveling Tavern to sell alcohol during the POC Champions Cup BBQ Cook -off March 8-9, 2024 at the Port O'Connor Community Center. Sincerely, Gary Deese GDR/at P.O. Box 177 — Seadrift, Texas 77983 — email: earv.reese0kalhouncomore — (361) 785-3141 — Fax (361) 785-5602 '`` CERTIFICATE OF LIABILITY INSURANCE OATS 01/251202425I2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endoraamanlrol_ PRODUCER H&H Risk Partners LLC 70 NE Loop 410 STE 180 San Antonio TX 78210 SKD Industries I.I.C. DBA: 8D Travelin' Tavem 1506 Tamm Rd Yorktown TX 78164 __......_,•.., ,,,,..... __..._._-- REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITNSTANDINGANY REQUIREMENT, TERM OR CONDITION OFANYCONTRACTOR OTHER DOCUMEM MATH RESPECTTO WHICHTHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSK TYPEOFINSURANCE m POLICY NUMBER MWDDMYW MMIDDrfIYW ERCIAL GENERAL LIABILITYEACHOOCURRENCE UNITS 3 1.000,000 CL41M3•MADE ®OCCURPRMISEB aacamsnm IF100,000 CP2842472C 01/20/2024 Ot/201202b MEOEXP(An,rM arson 35,000 PERSONAL SADV INJURY 3 1.000,000 REOATE UMRAPPUES PER: Y ❑ 2,000,000 GENEFALAOGREOATE SPRODUCTS-COMP/OPAGG JECT LOC 3 Ind R: RReTSNMONS LIQUOR LIAB•Each 3 1,000,000 LE LIABILITYUTO Ea acal SD SCHEOIJIED BODILY INJURY(PW person) 3S ONLY AVTOS RED RE IN BODILY INJURY(PWMMiOenU 3 ONLY AUOTµ08 ONLY PR PERTYM Ea ELLA UAB OCCURS 3 LIAR EACHOCCURRENCE 3 CL41MS#NDE RETENTON S AGGREGATE 3 WORKERSCOMPMUnON 3 AND EMPLOYERS' UASIUTY YIN SER ER - ANYPROPRIETORNAgTNERJEXECUTNE OFFICER44EMBER EXCLUDED? ❑ NIA E.L. EACHACCIDERT 3 (M,ndebry in FOR) II Yes, dasolbs under DESCRIPTION OFOPERATIONS WRb ;01120/2025 E.L DISEASE -EA EMPLOYEE $ E.L. DISEASE -POLICY LIMIT 3 Liquor Liability A CP2842472C 01120/2024 Each Occurrence $1.000,000 DESCRIPTION OF OPERATIONSI LOCATIONS I VEHICLES (ACORD 101, AddiS,nal Remarks Sahadub, M,y N atta,had IF Mors epee, IS m4ulmd) Aggregate $2,000,000 The General Liability policy includes a blanket automatic additional Insured endorsement that provides additional Insured status to the when there Is a written contract between the named insured and the certificate holder that requires such status. certificate holderonly CERTIFICATE HOLDER Calhoun County 202 S. Ann St Ste B Port Lavaca TX 77979 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, ®1988.20' ACORD 25 (2016109) The ACORD name and logo are registered marks of ACORD All rights reserved. #14 NOTICE OF MEETING 1/31/2024 14. Consider and take necessary action to approve a resolution expressing our support to provide parents with school choice options for the education of their students in K — 12 in Calhoun County. (RHM) RESULT:- APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 11 of 14 01/31/2024 Richard H. Meyer County judge David Hall, Commissioner, Precinct I Vern ]Lyssy, Commissioner, Precinct 2 Joel Behrens, Commissioner, Precinct 3 Gary Reese, Commissioner, Precinct 4 It Whereas, providing a diversity of choices in K-12 education empowers parents to select education environments that meet the individual needs and strengths of their children; and Whereas, parents are the first teachers of their children and have the inherent and fundamental right to make decisions regarding the upbringing, education, and care of their children; and Whereas, parents should be at the forefront of the decisions affecting the education and well-being of their children, and school boards, school administrators, and teachers should work collaboratively with parents to improve educational outcomes; and Whereas, we oppose any attempt to regulate homeschooling or the curriculum of private or religious schools; and Whereas, the process by which parents choose schools for their children is nonpolitical, nonpartisan, and deserves the utmost respect; NOW THEREFORE, BE IT RESOLVED that we, the Commissioners' Court of Calhoun County, express our support for the Texas Legislature to provide Texas parents with school choice options for the education of their students in K-12. Adopted this 31st day of January, 2024. Page 1 of 2 01/31/2024 M Commissioner, Precinct 1 Richard H. Meyer, C ty Judge Vern Lyssy Commissioner, Precinct 2 Qw►" Ue� Joel 13ehrens Commissioner, Precinct 3 Attest: Anna Goodman, County Clerk W13TDeputy Clerk Gary R ese ` Commis Toner, Precinct 4 Page 2 of 2 #15 NOTICE OF MEETING—1/31/2024 15. Accept Monthly Reports from the following County Offices: I. District Clerk — November 2023 — First Revised RESULT: APPROVED [UNANIMOUS] MOVER: Vern Lyssy, Commissioner Pct 2 SECONDER: David Hall, Commissioner Pct 1 AYES:' Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 12 of 14 *Treasurer Receipt Numbers: F2023NOV009,024,035 MONTHLY REPORT OF COLLECTIONS AND DISTRIBUTIONS COURT NAME: DISTRICT CLERK MONTH OF REPORT: NOVEMBER YEAR OF REPORT: 2023 ACCOUNT NUMBER ACCOUNT NAME DEBIT CREDIT 1000-001-44190 SHERIFF'S SERVICE FEES $1,487.79 1000-00144140 JURY FEES $80.00 1000-001-44045 RESTITUTION FEE $0.00 1000-001-44020 DISTRICT ATTORNEY FEES $0.00 1000-001-49010 REBATES -PREVIOUS EXPENSE $5.22 1000-00149030 REBATES-ATTORNEY'S FEES $216.88 1000-00144058 DISTRICT CLERK ELECTRONIC FILING FEES $0.00 1000-00144322 TIME PAYMENT REIMBURSEMENT FEES $66.92 1000-001-43049 STATE REIMB- TITLE IV-D COURT COSTS $0.00 1000-001-44050 1000-999-20771 1000-999-10010 2706-00144055 2706-999-10010 2740-00145055 2740-999-10010 2620-00144055 2620-999-10010 2648-00144055 2648-999-10010 2670-00144055 2670-999-10010 2673-00144055 2673-999-10010 2725-00144055 2725-999-10010 2739-00144055 2739-999-10010 2737-00144055 2737-999-10010 2731-00144055 2731-999-10010 2663-00144050 2663-999-10010 7040-999-20740 7040-999-10010 2667-00144055 2667-999-10010 7502-999-20740 7502-999-10010 7383-999-20610 7383-999-20740 DISTRICT CLERK FEES CERTIFIED COPIES $84.00 CRIMINAL COURT $2.96 CIVIL COURT $1,046.29 STENOGRAPHER $200.00 CIV FEES DIFF $0.00 DISTRICT CLERK FEES FAMILY VIOLENCE FINE CASH - AVAILABLE FAMILY PROTECTION FEE CASH - AVAILABLE FINES - DISTRICT COURT CASH -AVAILABLE APPELLATE JUDICIAL SYSTEM CASH - AVAILABLE COURT FACILITY FEE FUND CASH - AVAILABLE COURTHOUSE SECURITY CASH - AVAILABLE CRT RECS PRESERVATION FUND- CO CASH -AVAILABLE LANGUAGE ACCESS FUND CASH - AVAILABLE RECORD MGMT/PRSV FUND - COUNTY CASH - AVAILABLE RECORD MGMT/PRSV FUND -DIST CLRK CASH -AVAILABLE LAW LIBRARY CASH - AVAILABLE CO & DIST CRT TECHNOLOGY FUND CASH - AVAILABL BREATH ALCOHOL TESTING - STATE CASH - AVAILABLE CO CHILD ABUSE PREVENTION FUND CASH - AVAILABLE $1,333.25 $20.00 $3,210.06 $0.00 $0.00 $1,463.44 $1,463.44 $40.00 $40.00 $160.00 $160.00 $168.97 $168.97 $16.35 $16.35 $24.00 $24.00 $265.27 $265.27 $13.80 $13.80 $280.00 $280.00 $0.30 $0.30 $0.00 $0.00 $16.54 $16.54 JUDICIAL & COURT PERSONNEL TRAINING FUND -STATE CASH-AVAILABE $5.00 DNA TESTING FEE - County DNA TESTING FEE - STATE $5.00 $0.39 $3.48 7383-999-10010 CASH - AVAILABLE $3.87 7405-999-20610 EMS TRAUMA FUND - COUNTY $1.29 7405-999-20740 EMS TRAUMA FUND - STATE $11.63 7405-999-10010 CASH - AVAILABLE $12.92 7070-999-20610 CONSOL. COURT COSTS - COUNTY $0.05 7070-999-20740 CONSOL. COURT COSTS - STATE $0.48 7070-999-10010 CASH - AVAILABLE $0.53 7072-999-20610 STATE CONSOL. COURT COSTS- COUNTY $92.46 7072-999-20740 STATE CONSOL. COURT COSTS- STATE $832.10 7072-999-10010 CASH- AVAILABLE $924.56 2698-001-44030-010 DRUG CRT PROG FEE - COUNTY (PROGRAM) $0.19 2698-999-10010-010 CASH -AVAILABLE $0.19 7390-999-20610-999 DRUG COURT PROG FEE - COUNTY (SVC FEE) $0.04 7390-999-20740-999 DRUG COURT PROG FEE - STATE $0.15 7390-999-10010-999 CASH - AVAILABLE $0.19 7865-999-20610-999 CRIM - SUPP OF IND LEGAL SVCS - COUNTY $0.00 7865-999-20740-999 CRIM - SUPP OF IND LEGAL SVCS - STATE $0.01 7865-999-10010-999 CASH - AVAILABLE $0.01 7760-999-20790-010 CRIM - DUE TO STATE - NONDISCLOSURE FEE $0.00 7760-999-10010-010 CRIM - DUE TO STATE - NONDISCLOSURE FEE $0.00 7950-999-20610 TIME PAYMENT - COUNTY $0.30 7950-999-20740 TIME PAYMENT - STATE $0.29 7950-999-10010 CASH - AVAILABLE $0.59 7505-999-20610 JUDICIAL SUPPORT-CRIM - COUNTY $0.00 7505-999-20740 JUDICIAL SUPPORT-CRIM - STATE $0.02 7505-999-10010 CASH - AVAILABLE $0.02 7505-999-20740-010 JUDICIAL SALARIES -CIVIL - STATE(42) $46.33 7505-999-10010-010 CASH AVAILABLE $46.33 2740-001-45050 BOND FORFEITURES $0.00 2740-999-10010 CASH - AVAILABLE $0.00 2729-001-44034 PRE-TRIAL DIVERSION FUND $0.00 2729-999-10010 CASH - AVAILABLE $0.00 7857-999-20610 JURY REIMBURSEMENT FUND- COUNTY $0.10 7857-999-20740 JURY REIMBURSEMENT FUND- STATE $0.94 7857-999-10010 CASH - AVAILABLE $1.04 7860-999-20610 STATE TRAFFIC FINE- COUNTY $0.00 7860-999-20740 STATE TRAFFIC FINE- STATE $0.00 7860-999-10010 CASH - AVAILABLE $0.00 7403-999-22888 DIST CRT - ELECTRONIC FILING FEE - CIVIL $30.00 7403-999-22991 DIST CRT - ELECTRONIC FILING FEE - CRIMINAL $0.30 CASH -AVAILABLE $30.30 LOCAL CONSOL. COURT COST 1000-001-44050 DISTRICT CLERK FEES - $199.90 1000-999-10010 CASH - AVAILABLE $199.90 2739-001-44055 RECORD MGMT/PRSV FUND - COUNTY $124.94 2739-999-10010 CASH - AVAILABLE $124.94 2669-001-44050 COUNTY JURY FUND $5.00 2669-999-10010 CASH - AVAILABLE $5.00 2670-001-44055 COURTHOUSE SECURITY $49.98 2670-999-10010 CASH - AVAILABLE $49.98 2663-001-44050 CO & DIST CRT TECHNOLOGY FUND $19.99 2663-999-10010 CASH - AVAILABLE $19.99 2676-001-44050 COUNTY SPECIALTY COURT FUND $124.94 2676-999-10010 CASH - AVAILABLE $124.94 TOTAL: $524.74 1 7855-999-20784-010 DIST CRT - DIVORCE & FAMILY LAW - STATE $0.00 7855-999-20657-010 DIST CRT - DIVORCE & FAMILY LAW - COUNTY $0.00 7855-999-20792-010 DIST CRT -OTHER THAN DIVORCE/FAMILY LAW - STATE $0.00 7855-999-20658-010 DIST CRT -OTHER THAN DIVORCE/FAMILY LAW - COUNTY $0.00 7855-999-20740-010 DIST CRT - OTHER CIVIL PROCEEDINGS -_STATE 23.91 7855-999-20610-010 DIST CRT - OTHER CIVIL PROCEEDINGS - COUNTY $2.50 7855-999-20790-010 DUE TO STATE - NONDISCLOSURE FEE $0.00 7855-999-10010-010 CASH - AVAILABLE 26.41 2677-001-44050-999 COUNTY DISPUTE RESOLUTION FUND $120.00 2677-999-10010-999 CASH -AVAILABLE $120.00 7858-999-20740-999 DIST CLK - DUE TO STATE CONSOLIDATED FEE 2022 $232.00 7858-999-10010-999 CASH AVAILABLE $232.00 TOTAL (Distrib Req to Oper Acct) $8,112.17 $7,587.43 DUE TO OTHERS (Distrib Req(s) attached) ATTORNEY GENERAL (RESTITUTION) 0.00 OUT -OF -COUNTY SERVICE FEES 700.00 REFUND OF OVERPAYMENTS 0.00 DUE TO OTHERS - 12.57 TOTAL DUE TO OTHERS $712.57 REPORT TOTAL - ALL FUNDS 8,300.00 PLUS AMT OF RETURNED CKS 0.00 LESS: TOTAL TREASURER'S RECEIPTS (8,300.00) Revised 04/03/23 OVER / (SHORT) $0.00 DISTRICT COURT STATE COURT COSTS REPORT SECTION I: REPORT FOR OFFENSES COMMITTED 01/1120 - Present 01/01/04-12/31/19 09101/01-12/31/03- 09/01/99-08/31/01 09/01/97-08/31/99 09/01/95-08/31/97- 09/01/91-08/31/95 COLLECTED $0.53 NOVEMBER COUNTY 92.46 '+.. 0.05 - - - NOVEMBER 2023 STATE 832.10 0.48 - - - TOTALS $925.09 92.51 832.58 BAIL BONDS FEES DNA TESTING FEES 3.87 0.39 3.48 EMS TRAUMA FUND 12.92 1.29 11.63 JUV. PROB. DIVERSION FEES JURY REIMBURSEMENT FEE $1.04 0.10 0.94 INDIGENT DEFENSE FUND $0.01 0.00 $0.01 STATE TRAFFIC FEES $0.00 - $0.00 DRUG CRT PROG FEE $0.38 $0.23 0.15 SECTION II: AS APPLICABLE STATE POLICE OFFICER FEES FAILURE TO APPEAR/PAY FEES - - JUD. FUND-CONST. CO. CRT. - JUD. FUND -STATUTORY CO. CRT. MOTOR CARRIER WEIGHT VIOLATIONS TIME PAYMENT FEE $0.59 0.30 0.29 DRIVING RECORD FEE JUDICIAL SUPPORT FEES - - ELECTRONIC FILING FEE - CR $0.30 $0.30 NONDISCLOSURE FEES - CR $0.00 $0.00 TOTAL STATE COURT COSTS $944.20 $ 94.82 $ 849.38 CIVIL FEES REPORT NOVEMBER COLLECTED COUNTY STATE BIRTH CERTIFICATE FEES MARRIAGE LICENSE FEES DECL. OF INFORMAL MARRIAGE ELECTRONIC FILING FEE - CV $30.00 $30.00 NONDISCLOSURE FEES - CV 0. $0.00 $0.00 JUROR DONATIONS JUSTICE CRT. INDIG FILLING FEES STAT PROS CRT INDIG FILING FEES STAT PROB CRT JUDIC FILING FEES STAT CNTY CRT INDIG FILING FEES STAT CNTY CRT JUDIC FILING FEES STAT CNTY CRT -JUDICIAL SUPPORT CONST CNTY CRT INDIG FILING FEES CNST CNTY CRT JUDIC FILING FEES DIST CRT DIV & FAMILY LAW -.- 11'. $0.00 - - DIST CRT OTHER THAN DIV/FAM LAW 0-'.. $0.00 - - DIST CRT OTHER CIVIL FILINGS 5': $26.41 2.50 23.91 FAMILY PROTECTION FEE JUDICIAL SUPPORT FEE [ '; _ 2 < $46.33 $46.33 JUDICIAL & COURT PERSONNEL TRANING FEE ". 2.- $5.00 - $5.00 2022 STATE CONSOLIDATED FEE 3 $232.00 $232.00 COUNTY DISPUTE RESOLUTION FUND 120.00 120.00,. TOTAL CIVIL FEES REPORT $ 459.74 $ 2.50 $ 457.24 TOTAL BOTH REPORTS $ 1,403.94 $ 97.32 $ 1,306.62 CALHOUN DISTRIBUTION COUNTY REQUEST 201 West Austin DR# 420 A 45308 PAYEE PAYOR Name: Calhoun County Oper. AM. Official: Anna Kabela Address: Title: District clerk City: State: Zip: Phone: ACCOUNT NUMBER DESCRIPTION AMOUNT 7340-999.20759-999 District Clerk Monthly Collections - Distribution $7,587.43 NOVEMBER 2023 V# 967 TOTAL 7,587.43 1- Z o Sienature of Official Date #16 NOTICE OF MEETING - 1/31/2024 15. Consider and take necessary action on any necessary budget adjustments. (RHM) 2023 RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Pct 4 SECONDER: Joel Behrens, Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese 2024 RESULT: APPROVED [UNANIMOUS] MOVER: Gary Reese, Commissioner Rd 4 SECONDER: Joel Behrens/Commissioner Pct 3 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Page 13 of 14 FUND NAME GENERAL FUND FUND NO: 1000 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 II 1111111111111111111111111111111111 IIIIIIIIIII I111111111111111111111111111111111111111111111111111111 nn n DEPARTMENT NAME: CONSTABLE -PRECINCT #4 DEPARTMENT NO: 610 IAMENAVMff Eff4 EEauES7OI-COUNTYAu,7nvmOVERORAWN REVENUE REVERSE EAPERMURE EAPENDNDRE INCREASE ACCTNO ACCTNAME GRANT NO GRANT NAME DICDEASE DECREASE NICDEASE DECREASE (DECREASE] 63920 MISCELLANEOUS 999 NO GRANT $0 $0 $0 $298 $298 71650 EQUIPMENT 999 NO GRANT $0 $0 $298 $0 ($298) AMENDMENTNO6614 TOTAL $0 $0 $298 $298 $0 CONSTABLE-PRECINCT#4 TOTAL $0 $0 $298 $0 $298 $298 $0 Tuesday, January 30, 2024 Page 1 of 1 : 0 :n :Z :1• :z :W E� :W 6G zo1 N m 0 w 0 w : Q eM ;N : z elm z :W E t>: :L EW 0 O LU W eta O CO) R Lb `wz Wz M Z_ F Z z u�io Q � m MI w T of N :O iN ;N : Z z :W AL !W !G k §\\ k ; 2 2 § )o :z :z :§ :2 :§ B @ Lm s■ ��\&a §® / §- §aasa §§ 7±ƒ$± LL,) m§ ■//® 87 §m\§ F-ILj§ §§�§ )((§ tl 2 k 0 z LLI � IL § � § § z LLI § Lu E « z :In ;M .`z : r :z :W E� €a :d EW =W =V J J =V � =g -Z W M W V p O L W N M M O M O O O O o e>v>f»F»vr� mid e 0 0 0 0 0 W WVJ fA fA ER fA fA 1 I z z z z z zzzzz 9 9 � 9 9 00000 00000 F z z z z z z m e z rn 0 m m m Ornrnrnrnrn V a 02 U) W Q � a O z in }%' w z e J a H U a y N U) 2 W U h J w Z C' W U D O H J_ l= J Zz 0 =) Z I- V) O in » Z O o 0 OM 0 O t0 N (OO I M M tD (O wl of N N ofN J 0 0 w U K w a U 8 w zz w LU w LU w :O :r :z EH :z :W i� L iW iG 6 wW ; N mINC ,r a e (D O O O O yW � en er f»v> W� W LYY1oMoml� 0 0 0 0 0 W�fn ei Fn F»F» 0 0 0 0 0 6 <= <=�§9 p 00000 ct F 00000 z z z z z z e n z rn 0 0 M rn 0 w rn rn rn rn rn rn rn rn rn o " z z a 3 z a IIJ W ' > y Q yZw O Z w0N waLL0 m z a J a IL DO� �6 a wUJ =120 A NUJ a+ wU(D>U z W twi=Q2 e2 w KOaI-> O F- w U ww y z 0 z w ww § 3 z z § � IL § 2 2 � k § k 7 2 2 ■ c ■E al k� k� 21 § / \ 0 § k § ��77772 :0 §-C ;� § - :z &&-- §§HL �. :«. a �§ . . 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Approval of bills and payroll. (RHM) MMC Bills' RESULT: APPROVED [UNANIMOUS] MOVER:. David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese County Bills 2023 RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese County Bills 2024 RESULT: APPROVED [UNANIMOUS] MOVER: David Hall, Commissioner Pct 1 SECONDER: Vern Lyssy, Commissioner Pct 2 AYES: Judge Meyer, Commissioner Hall, Lyssy, Behrens, Reese Adjourned 10:19am Page 14 of 14 m m io m m q o O N N M MCI ro ry R M as o \ \ as m m N N O O N N ei M W mm O \\ N N F E� E� W W W amw 7 as H H u 00 GC m m z o ww v E a 0 a w a Ic 6 0 Di w a 0 E x O a AQ W W U q W W £ 01 C O H N O M O O R 01 10 O ti M N O N M M a l0 vl O N M N H N U} L? i/} fA V3 Yi Vi 4 a 4 a. a a H M a U W O H x U a E W El mw z A F W a N 0 N H O q Q O H RC W 0 0 W O 0 a "a o ow o U Ya .� U El> 0. MEMORIAL MEDICAL CENTER COMMISSIONERS COURT APPROVAL LIST FOR ---January 31, 2024 TOTALS TO BE APPROVED - TRANSFERRED FROM ATTACHED PAGES TOTAL PAYABLES, PAYROLL AND ELECTRONIC BANK PAYMENTS TOTAL TRANSFERS BETWEEN FUNDS. TOTAL NURSING HOME UPI. EXPENSES TOTAL INTER -GOVERNMENT TRANSFERS 846,398.27 G/ 25,944.62 ✓ $ 2,332,304.56 GRAND TOTAL DISBURSEMENTS APPROVEDJanuary31,2024 $ 3,204,647.45 MEMORIAL MEDICAL CENTER COMMISSIONERS COURT APPROVAL LIST FOR ---January 31, 2024 PAYABLES AND PAYROLL 1/25/2024 Weekly Payables 299,696.12 1/25/2024 Patient Refunds 1,693.55 1/29/2024 City of Port Lavaca -water 2,375.78 1/29/2024 McKesson-340B Prescription Expense 3,268.32 1/29/2024 Amerisource Bergen-340B Prescription Expense 1,564.88 1/29/2024 Payroll Liabilities -Payroll Taxes 133,435.18 1/29/2024. Payroll 404,126.87 Prosperity Electronic Bank Payments 1/22-1/26/24 Pay Plus -Patient Claims Processing Fee 237.57 TOTAL PAYABLES, PAYROLL AND ELECTRONIC 13ANK PAYMENTS $ 846,398.27 TRANSFER BETWEEN FUNDS FROM MMC TO NURSING HOMES 1/25/2024 MMC Operating to Fort bend -correction of NH Insurance payment deposited into 2,400.00 MMC Operating 1/25/2024 MMC Operating to Crescent -correction of NH insurance payment deposited into 8,740.00 MMC Operating in error 1/25/2024. MMC Operating to Golden Creek -correction of NH Insurance payment deposited into 2,076.97 MMC Operating in error 1/25/2024 MMC Operating to Gulf Pointe Plaza -correction of NH insurance payment deposited 224.25 into MMC Operating in error 1/25/2024 MMC Operating to Tuscany Village -correction of NH insurance payment deposited 4,478.53 Into MMC Operating in error 1/25/2024 MMC Operating toBethany-correction of NH insurance payment deposited into 8,024.87 MMC Operating in error TOTAL TRANSFERS BETWEEN FUNDS $ 25,944.62 NURSING HOME UPI. EXPENSES 1/29/2024 Nursing Home UPL-Cantex Transfer 1,035,746.29 1/29/2024 Nursing Home UPL-Nexion Transfer 220,017,64 1/29/2024 Nursing Home UPL-HMG Transfer 164,303.97 1/29/2024 Nursing Home UPL-Tuscany Transfer 405,193.39 1/29/2024 Nursing Home UPL-HSL Transfer 390,103.47 Nursing Home Electronic Bank Payments 1/26/2024 Golden Creek -returned check payment for resident 4,658.22 QIPP CHECKS TO MMC 1/29/2024 Ashford 32,349.83 2/29/2024 Broadmoor 12,055.56 1/29/2024 Crescent 8,920.96 1/29/2024 Fort Bend 10,369.41 1/29/2024 Solera 9,722.89 1/29/2024 Golden Creek 10,224.35 1/29/2024 Tuscany 20,840.98 1/29/2024 Bethany 7,797,60 TOTAL NURSING HOME UPL EXPENSES $ 2,332,304.56 TOTAL INTER -GOVERNMENT TRANSFERS GRAND TOTAL DISBURSEMENTS APPROVED January 31,:2024 $ 3,204,647.45 1/25/24,12:21 PM tmp_cw5report1484159298361475733.h1ml RECEIVED BY THE MEMORIAL MEDICAL CENTER GNiVM2WIPIT0R ON p pp. AP Open Invoice List 2 J 2024 ap_open_invcice,template 0 .�H�IV Due Dates Through: 02/16/2024 Vendor# Vendor Name Class Pay Code / ' 4413026CQLA0AZ7W6`APITAL SERVICES ✓ Invoice# Comment Tran Ot Inv Dt Due Dt Check Ot Pay Gross Discount No -Pay Net i WYD-TQ3R-4T1R ^ O1123/20201/14120200131202 119,80 0,00 0.00 119.80 V�' SUPPLIES 1 MWY-604R-PLW4-/ 01/23/202 01/17/202 02/16/202 49.98 0.00 0.01) 49.98 6/ SUPPLIES Vendor Toials: Number Name Gross Discount No -Pay Net 14028 AMAZON CAPITAL SERVICES 169.78 0.00 0.00 169.78 Vendor# Vendor Name Class Pay Code f A1360 AMERISOURCEBERGEN DRUG CORP ✓ W Invoice# comment Tran Dt Inv Dt Due DI Check Dt Pay Gross Discount No -Pay Net 804450329 ✓ 01/24/20201/15/20201121/202 12.17 0.00 0.00 12.17 ✓ FREIGHT 3161497677 V", 01124120201/18120201124/202 293.74 0.00 0.00 293.74 1r^ INVENTORY Vendor Totals: Number Name Gross Discount No -Pay Net At 360 AMERISOURCEBERGEN DRUG CORP 305.91 0.00 0.00 305.91 Vendor# Vendor Name Class Pay Code 11755 AYA HEALTHCARE INC Invoice# Comment Tran Ot Inv Dt Due Dt Check DI Pay Gross Discount No -Pay Net 3871665 f 01/24/20201/11120202/10/202 2,976.75 0.00 0.00 2,976,75 �. KARANN DUNN 112-1/4 LV rf Vendor Totals: Number Name Gross Discount No -Pay Not 11756 AYA HEALTHCARE INC 2.976.75 0.00 0.00 2,976.75 Vendor# Vendor Name Class Pay Code 13892 BLUE CROSS BLUE SHIELD REFUND „/ Invoice# Comment Tran Dt Inv Dt Due Dt Check Ot Pay Gross Discount No -Pay Net 256340 ✓ 01/261202 01/09/202 02/09/202 76.52 0.00 0,00 76,52 r„/ PT REFUND 263805 ✓ 01125/202u1&w&u202/15/202 52.75 0.00 0.00 52.75 1/ PT REFUND Vendor Totals: Number Name Gross Discount No -Pay Net 13892 BLUE CROSS BLUE SHIELD REFUND 129,27 0.00 0,00 129.27 Vendor# Vendor Name Class Pay Code 11224 CABLES AND SENSORS v1 Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 162834 ✓/ OV17/20201/15/20202/141202 706.00 0.00 0.00 706.00 Vendor Totals: Number Name Gross Discount No -Pay Net 11224 CABLES AND SENSORS 706.00 0.00 0.00 706.00 Vendor# Vendor Name Class Pay Code C1325 CARDINAL HEALTH 414, INC. ✓/ W Invoice# Comment Tran Dt Inv Dt. Due Dt Check Ot Pay Gross Discount No -Pay Net 8003397721 ✓/01/24/20201/06120201/311202 272.94 0.00 0.00 272.94.✓ SUPPLIES Vendor Totals: Number Name Gross Discount No -Pay Net C1325 CARDINAL HEALTH 414. INC. 272.94 0100 0.00 272.94 Vendor# Vendor Name Class Pay Code 14260 CAREFUSION SOLUTIONS, LLC r/ Invoice# Comment Tran Dt Inv Dt Due Ot Check Ot Pay Gross Discount No -Pay Net 7000151665.3 y',r01/25120210131/20211/30/202 200.00 0.00 0.00 200.00 V.- flie:///C:/Users/itrevino/cpsi/memmed.cpsinct.comiu88l26/data_5/tmp_cw5reportl484159298361475733,html V9 1125124. 12:21 PM tmp_cw5reportl 484159298361475733.html SHIPPING 1002173303.5 01125/20211/07/20212/071202. - 1,780.00 0.00 0.OD 1,788.00 V-' SOFT MAINT 1002173304-3✓ 01/25/202 11107/202 12/071202 2.00 0.00 0.00 2.00 f SOFTWARE MAI NT Vendor Totals: Number Name Gross Discount No -Pay Net 14260 CAREFUSION SOLUTIONS, LLC 1,990.00 0.00 0,00 11990,00 Vendor# Vendor Name Class Pay Code C1390 CENTRAL DRUG ✓ W Invoice# Comment Tran Dt Inv Dt Due Di Check Ot Pay Gross Discount No -Pay Not 012224 01/24/20201/22/20202/.15/202 29.10 0.00 0,00 29.10 INVENTORY Vendor Totals:. Number Name Gross Discount No -Pay Net 01390 CENTRAL DRUG 29.10 0.00 0.00 29.10 Vendor# Vendor Name Class Pay Code 15216 J Invoice# Comment Tran DI Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 268384 01125/20201/24/20202/151202 120.00 0.00 0.00 120.00 PT REFUND Vendor Totals: Number Name Gross Discount No -Pay Net 15216 120.00 0.00 0.00 120.00 Vendor# Vendor Name Class Pay Code 02157 COOPER SURGICAL INC M Invoice# Comment Tran Dt Inv Ot Due Ot Check Dt Pay Gross Discount No -Pay Net / 6941790 ✓ 01/23120201105120201/231202 �j yr lie.\ 2,167.95 0.00 0.00 2,167.96 Vendor Totals: Number Name Gross Discount No -Pay Net C2157 COOPER SURGICAL INC 2.167.95 0.00 0.00 2,167.95 Vendor# Vendor Name Class Pay Code 12264 CROSSROADS MECHANICAL, INC f Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 10285 ✓ 01123/20211/30/202. 12/30/202 h'i.IMn 260.44 0.00 0.00 260.44 tv.(w.k1d f U(G�✓ Vendor Totals: Number Name Gross Discount No -Pay Net 12264 CROSSROADS MECHANICAL, INC 260.44 0100 0,00 260,44 Vendor# Vendor Name Class Pay Code 10368 DEWITT POTH & SON / Invoice# Comment Tran Dt Inv Dt Due Dt Check Ot Pay Gross Discount No -Pay Net 742430.0✓f 01123120201110/20202/04/202 459.50 0.00 0.00 459,50 ✓ SUPPLIES 742881.0 ✓ 01/23/20201/16/202 OPJ10/202 310,74 0.00 0.00 310.74 yf"� SUPPLIES 742883.O ✓ 01/23/20201116/2020W101202 374.32 0.00 0.00 374.32 SUPPLIES 742914-0. /'r 01/23/20201/16/20202/101202 154.39 0.00 0.00 154.39 ✓'_ SUPPLIES Vendor Totals; Number Name Gross Discount No -Pay Net 10368 DEWITT POTH & SON 1,298.95 0.00 0.00 1,298.95 Vendor# Vendor Name Class Pay Code 14800 DIRECTV ENTERTAINMENT HOLDINGS . Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 088862205XR40112 ✓ 01/25/20201/12/20201131/202 487.25 0.00 0.00 487.25 SATELLITE Vendor Totals: Number Name Gross Discount No -Pay Net 14800 DIRECTV ENTERTAINMENT HOLDINGS 487.25 0,00 0.00 487.25 Vendor# Vendor Name Class Pay Code 81e:1//C:/Userslltrevinolcpsi/memmed.cpslnet,com/u88125/data_5/tmp_cw5report1484159298361475733.html 219 1/25/24, 12:21 PM tmp_cw5repartl 484159298361475733.html 10789 ! DISCOVERY MEDICAL NETWORK INC ✓ Invoice# Comment Tran Dt Inv Ot Due DI Check Dt Pay Gross Discount No -Pay Net MMC011524 01/251202 01/151202 01116/202 108,777.51 0.00 0.00 103,777.51 ✓ PHYSICIAN SERV -1ji51214) Vendor Totals: Number Name Gross Discount No -Pay Net 10789 DISCOVERY MEDICAL NETWORK INC 108,777,51 0.00 0.00 108.777.51 Vendor# Vendor Name Class Pay Code 12044 DRIESSEN WATER INC- (CULLIGAN) / Invoice# Comment Tran Dt Inv Dt Due Ot Check Dt Pay Grass Discount No -Pay Net 3958370.E 01124/20210126/20211/26/202 34.65 0.00 0.00 34.65 ✓` WATER 4028664✓ 01/24/20211/26/202121261202 34.65 0.00 0.00 34,65 WATER 4091416 ✓ OM4/20212/22/20201/221202 650.00 0.00 0.00 650.00 ✓ WATER 4099141 % 01124120212126120201/261202 34.65 0.00 0.00 34.65 WATER Vendor Totals: Number Name Gross Discount No -Pay Net 12044 DRIESSEN WATER INC. (CULLIGAN) 753.95 0.00 0.00 753.95. Vendor# Vendor Name Class Pay Cade 11284 EMERGENCY STAFFING SOLUTIONS ✓ Invoice# Comment Tran Dt Inv Ot Due Dt Check Ot Pay Gross Discount No -Pay Net 42865 d' 01/25/20201115/20201/25/202 40,062.50 0.00 0.00 40,062.50 PHYSICIAN SERV C t-l5ih) Vendor Totals: Number Name Gross Discount No -Pay Net 11284 EMERGENCY STAFFING SOLUTIONS 40.062.50 0.00 0.00 40,062.50 Vendor# Vendor Name Class Pay Code C2510 EVIDENT .! M Invoice# Comment Tran Ot Inv Dt Due Ot Check Dt Pay Gross Discount No -Pay Net 1018710 ✓ 01/02/20212/28/20212/29/202 367.00 0.00 0100 367.00 ✓� SUPPLIES / 1018981 J 01/17/20201/09/20202/03/202 48.00 0.00 0.00 48.00 1095 C FORMS Vendor Totals: Number Name Gross Discount No�Pay Net C2510 EVIDENT 415.00 0.00 0.00 415.00 Vendor# Vendor Name Class Pay Code 14336 FIRETRON, INC ✓ Invoice# , Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 245750 ✓ 01124120212/291202011281202 60.00 0.00 0.00 60.00 FIRE EXT INSPECTION 245748 "� 01/24/20212/291202011281202 21550.00 0.00 0.00 2,550,00 ✓ SPRINKLER INSPEC Vendor Totals: Number Name Gross Discount No -Pay Net 14336 FIREfRON, INC 2,610,00 0.00 0.00 2.610.00 Vendor# Vendor Name Class Pay Code F1400 FISHER HEALTHCARE ✓ M Invoice# Comment Tran Dt Inv Ot Due Dt Check Dt Pay Gross Discount No,Pay Net 5914365 ,e 01/01/202 09105/202 09130/202 3,414.00 0.00 0,00 3,414.00 ✓ d 3.,,�441, SUPPLIES 44910 01/23/20211/18/20212/13/202 258.90 0.00 0.00 258.90 ✓ SUPPLIES 8338441a✓ 01/23120211/18120212/13/202 1,426.28 0.00 0.00 1,426.28 ✓ SUPPLIES 853006B✓/ 01/23/20209/27/20210/22/202 792.77 0.00 0100 792.77 ✓ SUPPLIES / 6530066 ✓ 01/23120209/27/20210/221202 588.84 0.00 0,00 588.84 ✓ Pie:l//C:IUsers/itrevina/cpsl/menlmed.cpsine6com/u89125/data_5/tmp_cw5report1484159298361475733.html 319 1125124. 12:21 PM imp_cw5reportl 484159298361475733,himl SUPPLIES 8839276 ✓ 01123120212/20/202 01 /14/202 546.15 0.00 0.00 546.15 e/ SUPPLIES / 8639275 01/23/20212/20/20201/14/202 254.54 0.00 0.00 254,54 w✓ SUPPLIES / 8960967 J 01/25/20201109/20202/031202 30.62 0.00 0.00 30.62 / SUPPLIES 8950966 ✓ 01125120201/09/202021031202 733.93 0.00 0.00 733.93 v! SUPPLIES 9024195✓ 01/25/20201/11/20202/05/202 66.52 0.00 0.00 66.52 SUPPLIES 9085725 ✓ 01/25120201115120202109/202 1,564.89 0.00 0.00 1,564.89 SUPPLIES / 9146685 y' 01/25/20201/17/20202/11/202 311.00 0.00 0.00 311.00 SUPPLIES Vendor Totals; Number Name Gross Discount No -Pay Net F1400 FISHER HEALTHCARE 9,988.44 0.00 0.00 9.988.44 Vendor# Vendor Name Class Pay Code 12636 FUSION CLOUD SERVICES, LLC ./ Invoice# Comment Tran Or Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 1029087507✓ 01 /25/202 01/161202 02116/202 874.41 0.00 0.00 874,41 t>-� PHONE Vendor Totals: Number Name Gross Discount No -Pay Net 12636 FUSION CLOUD SERVICES, LLC 874.41 0.00 0.00 874.41 Vendor# Vendor Name Class Pay Code W1300 GRAINGER M Invoice# Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net iComment 9962535426 ✓ 01/23/20201/04120201/29/202 114.94 0.00 0100 114.94 J� /SUPPLIES 9960383108 ✓ 01/23/20201111/20202105f202 341.50 0.00 0.00 341,50 SUPPLIES 9962860954 ✓ 01123/20201/15/202021091202 178,24 0.00 0.00 178,24 SUPPLIES VendorTatals; Number Name Gross Discount No -Pay Net W1300 GRAINGER 634.68 0.00 0.00 634•68 Vendor# Vendor Name Class Pay Code G1210 GULF COAST PAPER COMPANY td M Invoice# Comment Tran Dt Inv Ot Due Dt Check Dt Pay Gross Discount No -Pay Net 2490449 r// 01/23120201/12120202/11/202 251.50 0.00 0.00 261.50 SUPPLIES 2491414 ✓ 01 /23/202 01/161202 02/15/202 583.94 0.00 0.00 583.94 SUPPLIES 2491406 ✓ 01/23/20201/16/20202/15/202 72,38 0.00 0.00 72.38 SUPPLIES Vendor Totals: Number Name Gross Discount No -Pay Net G1210 GULF COAST PAPER COMPANY 907.82 0.00 0.00 907.B2 Vendor# Vendor Name Class Pay Code 12868 HALT CAT ✓ Invoice# Co ment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net WIE _0468 ✓ 01/24/20201/09/20201 i24/202 5,070.61 0.00 0.00 5,070.61 QTRLY INSPECTION Vendor Totals: Number Name Gross Discount No -Pay Net 12868 HOLT CAT 5,070.61 0.00 0,00 5,070,61 Vendor# Vendor Name Class Pay Code 15208 / HOSPITAL CARE CONSULTANTS INC. ,.,, Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net file:NC:/Userslltrevinolcpsi/memmed.opsinet.00mlu88125fdata_5/imp_cw5report1484159298361475733.html 419 1125124. 12:21 PM tmp_cw5mpor11484159298361475733.htm1 / 6384 01/26/202 01/15/202 01/25/202 26.668.00 0.00 0.00 26,663,00 HOSPITALIST SERV (1-16 fb) Vendor Totals: Number Name Gross Discount No -Pay Net 15208 HOSPITAL CARE CONSULTANTS INC. 26,663.00 0.00 0.00 26.663.00 Vendor# Vendor Name Class Pay Code 10530 HUMANA ✓ Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 260172,/ 01/25/20201/10/202 78.40 0.00 0.00 78.40 - PT REFUND ,! 260492 / 01/25/20201/iu/202 78.40 0.00 0.00 76.40 PT REFUNC Vendor Totals: Number Name Gross Discount No -Pay Net 10530 HUMANA 156,80 0.00 0.00 156,80 Vendor# Vendor Name. Class Pay Code 11600 / LEGALSHIELD ,r� Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 011524 01/24/20201/16/20202/01/202 305.25 0,00 0.00 305.25 PAYROLLDEDUCT Vendor Totals: Number Name Gross Discount No -Pay Net 11600 LEGALSHIELD 305.25 0.00 0.00 305.25 Vendor# Vendor Name Class Pay Code 15200 MANAGED CARE PARTNERS INC.d Invoice#/ Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 6295 01 /25/202 01109/202 021091202 ✓ 500.00 0.00 0.00 500.00 4� PROF FEES 1.1.24 INCEPTION Vendor Totals: Number Name Gross Discount No -Pay Net 15200 MANAGED CARE PARTNERS INC. 500,00 0,00 0.00 500.00 Vendor# Vendor Name Class Pay Code M2181 MATTHEW BENDER & CO.,INC, v'� W Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 39688895 e✓'� 01/24/20212/13/202011121202 85.08 0.00 0.00 85.0B 'r✓ PHARM BOOK Vendor Totals:. Number Name Gross Discount No -Pay Mal M2181 MATTHEW BENDER & CO.,INC. 85.08 D.00 0.00 85.08 Vendor# Vendor Name Class Pay Code M2470 MEDLINE INDUSTRIES INC J M Invoice# Tran Dt Inv Dt Due Ot Check Dt Pay Gross Discount No -Pay Net /Comment 2302397717 ✓ - 01117/202 01/101202 02104/202 363.64 0100 0.00 303.64 SUPPLIES Vendor Totals: Number Name Gross Discount No -Pay Net M2470 MEDLINE INDUSTRIES INC 363.64 0.00 0.00 363,64 Vendor# Vendor Name Class Pay Cade 11972 MOMENTUM RENTAL & SALES ,'' Invoice# Comment. Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net IB1515 ✓/ 01/24/202 12101120212/31/202 8.64 0.00 0.00 8.04 SUPPLIES Vendor Totals: Number Name Gross Discount No -Pay Net 11972 MOMENTUM RENTAL & SALES 8,64 0.00 0.00 8.64 Vendor# Vendor Name Class Pay Code 10536 MORRIS & DICKSON CO, LLC ,✓ Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net / 1529318 v'' 01/241202 01117/202 01/27/202 800.22 0.00 0.00 800.22 INVENTORY / 1527703 J 01/24I20201/17120201/271202 34.78 D.00 0.00 34.78 INVENTORY 1527704 01/24/202 01117/202 01/27/202 150.99 0.00 0.00 150.99 file:///C:/Users/itrevinolcpsi/mommed,cpsinet,com/u88l25/data_5/1mp_cw5report1484159298361475733.himl 519 1/25/24, 12:21 PM tmp_cw5repon14B4159298361475733.html INVENTORY 1529319 t 01/24/20201117/20201/27/202 5,627.86 0.00 0.00 5,827,86 INVENTORY wf 1527709s, 01/24120201/17/20201127/202 867.21 INVENTORY 0.00 0.00 867.21 1527708 .% 01/24/20201/17/20201/271202 INVENTORY 100.49 0.00 0.00 100.49 / 1627705 ,/ 01124/202 01/17/202 01/27/202 1,777.56 0.00 0,00 1,777.56 INVENTORY 1527706,% 01124/20201/17/20201/27/202 INVENTORY 25.57 0.00 0.00 25,57 1535218f 01/24/20201/18/20201/28/202 INVENTORY 11.37 0,00 0.00 _ 11.37 CM87432/ 01/24/20201/i B/20201/28/202 -5723 CREDIT 0.00 0.00 -57,23 1533562✓ 01/24/2020111.8/20201128/202 180.47 0.00 INVENTORY 0.00 180,47 f 1535219. 01124120201118/20201/281202 346.46 0.00 0.00 INVENTORY 346.46 / 1541688 V 01124120201/21/202011311202 69.87 INVENTORY 0= 0.00 69.87 � 1541686 ✓ 01/24120201/21120201/31/202 530,76 0.00 0.00 530,75 .INVENTORY 1541687 ✓ 01124/20201/21/202011311202 107.13 0,00 INVENTORY 0.00 107.13 1540579 ,i/ 01124/20201121/20201131/202 80.10 INVENTORY 0,0D 0.00 80.10 1548007 01124/20201/22120202/011202 80.10 0100 INVENTORY 0.00 80.10 154800E 01/24/20201/22/20202/01/202 57.26 0.00 INVENTORY 0.00 57.26 / 1546138 ,/ 01124120201/22/20202/01/202 428 0.00 0.00 4.28 INVENTORY 1543777 /� O1/24/20201/22/20202/01/202 INVENTORY 6,439.20 0.00 0.00 6.439,20 f 1546139 ,d'r 01/24/20201/22120202101/202 INVENTORY 117.21 0,00 0.00 117.21 Vendor Totals: Number Name 10536 MORRIS & DICKSON CO, LLC Gross Discount No -Pay Net Vendor# Vendor Name 17,351.65 0.00 0.00 17,351.65 Class Pay Cade 15224 MUTUAL OFOMAHA/ Invoice# Comment Tran Dt Inv Ot Due Dt Check Dt Pay Gross Discount No -Pay Net 010124 01125120201/01/20201101/202 25,387,14 INSURANCE 0.00 0.00 25,387.14 Vendor Totals: Number Name 15224 MUTUAL OF OMAHA Grass Discount No -Pay Net Vendor# Vendor Name 25,aST14 0.00 0.00 25,387.14 Class Pay Cade 12388 NATIONAL FARM LIFE INSURANCE �/ Invoice# Comment Tran Dt Inv Ot Due Dt Check Ot Pay Gross Discount No -Pay Net 4131044 01125/202 01/151202 02/011202 LIFE INS 3,239,57 0100 0.00 3,239.57�; i Vendor Totals: Number Name 12388 NATIONAL FARM LIFE INSURANCE Gross Discount No -Pay Net Vendor# Vendor Name 3,239.57 0.00 - 0.00 3.239,57 f Class Pay Code 12708 POO ELECTRIC, LLC J Invoice# Comment Tran Dt Inv Dt Due 01 Check Ot Pay Gross Discount No -Pay Net file:///C:/Users/ltravino/epsitmammed.cpsinal.coM/u88l25/data 5/implcw5reportl484l59298361475733.html 619 1125/24, 12:21 PM tmp_cw5ropon1484159298361475733.html 4000 01/23/20201/1B/20201/23/202 2,914.65 O.OD 0.00 2.914.65 y.-- INSTALL POWER -3 SIGNS Vendor Totals: Number Name Gross Discount No -Pay Net 12708 POC ELECTRIC, LLC 2,914.65 0.00 0.00 2,914.65 Vendor# Vendor Name Class Pay Code 11080 RADSOURCE Invoice# Comment Tran Dt Inv DI Due Dt Check Dt Pay Gross Discount No -Pay Net PSI000655 "'i, Ot/17/20201/16/20202/10/202 1,708.33 0.00 0.00 1,708.33V' SAMSUNG SERV AGGMT Vendor Totals; Number Name Gross Discount No -Pay Net 11080 RADSOURCE 1,708.33 0.00 0.00 1,708.33 Vendor# Vendor Name Class Pay Code 11251 / RAPID PRINTING LLC. >> Invoice# Comment Tran Dt Inv Dt Due Dt Check Ot Pay Gross Discount No -Pay Net 21466 ,1/ 01125/20201/231202 OW011202 120.00 0.00 0.00 120.00 ` BUSINESS CARDS Vendor Totals: Number Name Gross Discount No -Pay Net 11251 RAPID PRINTING LLC 120.00 0.00 0.00 120.00 Vendor# Vendor Name Class Pay Code 11296 SOUTH TEXAS BLOOD & TISSUE DEN , ,� Invoice# Comment Tran Dt Inv Dt Due Dt Check Ot Pay Gross Discount No -Pay Net 107037477_� 01/24/202 01/151202 021091202 3.633,00 0.00 0.00 3,633,00 BLOOD CM11387 / OV24/20201/15/20202/09/202 -792.00 0.00 0.00 -792.00 CREDIT Vendor Totals: Number Name Grass Discount No -Pay Net 11296 SOUTH TEXAS BLOOD & TISSUE DEN 2,841.00 0.00 0.00 2,841.00 Vendor# Vendor Name Class Pay Code C1010 / SPARKLIGHT v" IN Invoice# Comment Tran Dt Inv Ot Due Ot Check Dt Pay Gross Discount No -Pay Net 011424 01/25/20201114/20201/15/202 133.98 0.00 0.00 133.98 CABLE -PT 011624 01/25120201116120201117/202 139.25 0.00 0.00 139.25 CABLE -CLINIC Vendor Totals: Number Name Gross Discount No -Pay Net C1010 SPARKLIGHT 273.23 0.00 0.00 273.23 Vendor# Vendor Name Class Pay Code 12288 SPBS CLINICAL EQUIPMENTSRVC V/ Invoice* Comment Tran Dt Inv Dt [)us Dt Check Dt Pay Gross Discount No -Pay Net INVOI9730124 f� 011241202 01/01/202 01/021202 9,458,59 0.00 0.00 9,458.59 CONTRACT Vendor Totals; Number Name Gross Discount No -Pay Net 12288 SPBS CLINICAL EQUIPMENT SRVC 9,458.59 0.00 0.00 9,458.59 Vendor# Vendor Name Class Pay Code 83960 STERICYCLE, INC r/ Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay / Gross Discount No -Pay Net 8005627789 01124120212/18/20201/17/202 2,795.69 0.00 0,00 2,795.69 DISPOSAL Vendor Totals: Number Name Gross Discount No -Pay Net S3960 STERICYCLE, INC 2,795.69 0.00 0100 2,795,69 Vendor# Vendor Name Class Pay Code 12704 TEXAS BURNER & BOILER SERVICES I/� Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 24.349E 01/23/202 01105/202 011231202 5,60,00 0.00 0.00 5,800,00 f DAMAGED PUMP REPLACEMENT Vendor Totals: Number Name Gross Discount No -Pay Net SIe:NIC:/Users/Itrevino/cpsl/memmed.cpsinet.com/u88125/data_5/tmp_cw5report1484159298361475733.html 719 1/25/24,. 12:21 PM 01 tmp_cw5report1484159298361475733.html 12704 TEXAS BURNER & BOILER SERVICES Vendor# Vendor Name 5,800.00 0.00 10627 TEXAS DEPARTMENT OF STATE f Class Pay Code Invoice# Comment Tran Dt Inv Ot Due Dt Check Dt Pay 30438 Grose 01/26/20201101/20201/311202 Discount MAMO CERT 2,035.00 0.00 Vendor Totals: Number Name 10627 TEXAS DEPARTMENT OF STATE Gross Discount Vendor# Vendor Name 2,035.00 0.00 10758 TEXAS SELECT STAFFING, LLC Class Pay Code Invoice# Comment Tran Dt Inv Dt Due Ot Check Or Pay 0023468 Gross Discount 01/25/202 01/18/202 01/19/202 8 BATES/M MARTIN W/E 1113/24 8;250.00 0.00 Vendor Totals: Number Name 10758 TEXAS SELECT STAFFING, LLC Gross Discount Ventlor# Vendor Name 8,250.00 0.00 13224 TORCH �,/ Class Pay Code Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay 2230911 Gross ,,- 01/25/20212! / Discount 20201/01/202 MEMBERSHIP DUES t�i Vendor Totals: Number Name 13224 TORCH Vendor# VendorName 14372 TRIAGE, LLC ,l Class Pay Code Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay I N V 1796902602 . 01 /17/202 01 /12/202 02111 /202 STEVEN SHAW. 12/31/23-1/6/24 E-f Vendor Totals: Number Name 14372 TRIAGE, LLC Vendor# Vendor Name 13616 TRIOSE, INC ✓ Class Pay Code Invoice# Comment Tran Dt Inv Dt Due Dt Check DI Pay TR1171252„ 01/23/20212/12120212/27/202 FREIGHT TF11171906 ✓ 01/23/20212119/20201/031202 FREIGHT TRI172669 ✓ 01/23/20212/27/20201/11/202 FREIGHT Vendor Totals: Number Name 13818 TRIDSE, INC Vendor# Vendor Name V0554 VCS SECURITY SYSTEMS ✓ Class Pay Code W Invoice# Comment Train Of Inv Dt Due Dt Check Dt Pay 264509 y,% 01125/20212/22/202011211202 FIRE MONITORING Vendor Totals: Number Name. Ventlor# Vendor Name V0554 VCS SECURITY SYSTEMS 14624 WELLMED MEDICAL MANAGEMENT v'l Class Pay Code Invoice# `.. Comment Tran Ot Inv Dt Due Dt Check Dt Pay 247115 ✓ 01/25/20201/04/20202/04/202 3,850.00 0.00 Gross Discount 3,850.00 0.00 Gross Discount 3,372.50 0.00 Gross Discount 3,372.50 0.00 0.00 5.800,00 No -Pay Net 0.00 2,035.00 No -Pay Net 0.00 2,035.00 No -Pay Net 0.00 B,250,00 . No -Pay Net 0.00 8,250,00 No -Pay Net 0.00 3,850.00 ar`� No -Pay Net 0.00 31850.00 No -Pay Net 0.00 3.372.50 ✓` No•Pay Net 0.00 3,372,50 Gross Discount No -Pay 274.72 0.00 0.00 109,98 000 89.80 OA0 Gross Discount 474.50 0.00 Gross Discount 495.00 0.00 Gross Discount 495.00 0.00 Gross Discount PT 117.60 0.00 Vendor Totals: Number Name 14624 WELLMED MEDICAL MANAGEMENT Gross Discount Vendor# Vendor Name 11Z60 0.00 15220 / Class Pay Coda file:///C:/Users/ltrovino/cpsi/memm8d,cpp'sinet,com/U88125/dat, 5/tmp_cW5report,484159298361475733.html 0.00 0.00 No -Pay 0.00 No -Pay 0.00 No,Pay 0,00 No -Pay 0.00 No -Pay 0.00 Net 274.72 109.98 ,s 89.80 % Net 474.50 Net 495,00 Net 495.00 Net 117.60 Net 117.60 619 1125124, 12:21 PM tmp_cw5reporN484159298361475733.html Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount No -Pay Net 012424 01/25120201/241202021161202 120.00 0.00 0.00 120.00 v"f PT REFUND Vendor Totals: Number Name Gross Discount No -Pay Net 15220 120.00 0.00 0.00 120.00 fap0"a 5(litlf^ice Y;/ Grand Totals: Gross Discount No -Pay Net 299.696.12 0.00 0.00 299,696.12 M' UAD ON gyyJAN tp17 y6 p202r74�npppyp_ CALt•10M�GOUNRY WS file:l//C:lUserslltrevinolcpsilmemmed.cpsinet.com/u88l25/date_51tmp_cw5reportl484159298361475733.htmi 919 RECEIVED BY THE COUNTYAIIp�i9OR ON RUN DATE: O1//25 MEMORIAL MEDICAL CENTER ,AM-' 2LO32024 EDIT LIST FOR PATIENT REFUNDS ARID=0001 PAGE 1 �Pj ��NN��yy APCDEDTF CNOf�NI'gRY6E'Nffi•15'"'S PAY PAT rums ........... .... .... JAN 2 5 2024 CAROUN COUNTY, lNpAg 1I29I*LL,VPaLftY THE lmp_q�v5reporl2439412036350625240.html Gaol,TY AUDITOR ON OjW2492024 MEMORIAL MEDICAL CENTER 0 11:51 AP Open Invoice Lis[ Dates Through: ap_open_invoice.template r� �iii'r-Vend0Or FI m�e 5 Class Pay Code C1730 CITY OF PORT LAVACA W Invoicel7 Comment Tran Ot Inv Ot Due Dt Check Ot Pay Gross Discount No -Pay Net 011124A 01/29/20201111120202/06/20"e 2.146.61 0.00 0.00 2,146.61 / 1/' WATER kIG W.V1tr�il4v 011124D 01/29/20201/11/20202/05/202 124.87 0.00 0.00 124.87 t� WATER Ib I L, Ij VI✓�I W- 011124 01/29120201111120202/051202 38.64 0.00 0.00 38.64 WATER g19 N Vi yv- 011124E 01129/202 01/111202 02/051202 65,66 0.00 0.00 65.66 ✓ WATER '101 jJ- IW1nyµ� 0 Vendor Totals: Number Name Gross Discount No -Pay Net C1730 CITY OF PORT LAVACA 2.375.78 0.00 0.00 2,375.78 Grand Totals: Gross Discount No -Pay Net 2,375.78 0.00 0.00 2,375.78 APPAMM CIN l 12 Lf f " " file:/IIC:IUsers/itrevinolopsilmemmed.cpslnet.comlu88125/data_51tmp_cw5report2439412036350625240.html ill MWESSONSTATEMENT As of; 01/26/2024 Page: 002 To ensure Proper credit to your ..ea account, detach and Mum this DC: ells stub with your rmmfitance MEMORIAL MEDICAL CENTER v' AM DUE REMITTED VIA ACH DEBIT Customer INV SupplD: As of: 01/26/2024 Page; 002 Mail to: AP 815 N VIRGINIA STRI$TSlatamunl for information only Territory: Comp: 6000 AMT DUE REMITTED VIA ACH DEBIT PONT LAVACA TX 77979 Cost..or. G32536 Statement for Information only Date: 01f27/2024 Cull: 632536 PLEASE CHECK ANY Date: 01/2712024 ITEMS NOT PAID I+J gating Due Receivable ational Account �1�or tale Data Number Reference D ... ription 813h unt oult F (mount tgress F Ne hrbl umr 'F column legend: P = Pan Due Item, F = Future Due It... blank = Current Due Its. 'OTAU Natbnal Acc! G32538 MEMDfBAL M®ICAL CENTER Subtotals: 3,335.78 USD uture Due: 0.00 'art Due: If Paid Sy 0113012024, Due If Paid On Time: 3G.93- Pay This Amount: 3.268.32 USD USD 3,269.32V Disc lost If paid late: ast Payment 2,4.51.87 If P01tl After 01/30/R024, 18/0712017 G%AG Pay this Amount: 3,335.78 USO Dua If Paid late: USD 3,335.78 3 r 280 - 6 i y� 4.84 • 1�;J ��IZI 1.04 + t1 a 18 — 3t268a3'J- APPROVED ON g J�A�N�N27y9p2�0�2T4pp CALHOUN COUNTY,ITE%AS For All Inquiries plcRsc Contact 800-867-0333 MWESSON STATEMENT arrn.nq. coo. WALMART 10981MEM MED PSIS AMT DUE REMITTED VIA ACH DEBIT MEMORIAL MEDICAL CENTER V Statement for information only VICKV KALISEK 815 N VIRGINIA ST FORT IAVACA T% 77979 As of: 01/2612024 Page 001 To ensure proper crad9 to your account, detach mul Mum this stub with year mmKlance DC: 8115 Customer INV SupplD: As of: 0112612024 Page: 00t Mail to: Comp: 8000 Ternary: 7001 nN1T DUE m VIA ACH DEBITCustomer. 256342 Statement for br minolormalian only Dada: 01/27/2024 Custl 255342 PLEASE CHECK ANY Det.: 0112712024 ITEMS NOT PAID (.r) atlonal Account 516 6111ng Due Number r er Cash Amount P Amount F Number late Data Number Refrmnce Description Discount (gross) F (nut) F Number :uatmner Number 256342 WALMART 1098/MEA1 MED PHS 11/2212024 01/30/2024 7472015632 103311123 11 simmco 0.01 0.33 0,32 6�� 7472015632 11/2212024 01/30/2024 7472015633 103460711 1151lance 0.16 0.16 7472015633 _ 111221'2024 01130/2024 7472015634 103480296 1151nvoica 0.02 0.82 0.80� 7472015534 1112212024 0113012024 7472227808 103317424 1951nvo1ce 1.23 61.74 60.51 r/ 7472227808 1112312024 013012024 747255313H 103569629 195hwo1ce 1.26 63.01 61.75 ✓/ 7472553138 11124/2024 01130/2024 7472657210 103789944 1151nvnice 18.43 921.26 902.83 �✓ 7472657210 11/24/2024 01130/2024 7472825741 103728676 1951nveice 11.72 586,01 574.291/� 7472825741 11/24/2024 01/30/2024 7472896523 999TO181 1151nveice 0.09 4.64 4.551/ 7472896523 11/2412024 0113012024 7472899493 94453630 1151nvoico 1.21 60.63 59.42 i✓ 7472899493 11/2412024 01/3012024 7472B99494 90205842 1151nvuice 4.83 241.67 236.84✓/ 7472699404 11125/2024 01/3012024 7472963023 103861678 1151avolce 0.01 0,63 0.621/ 7472963023 11/25/2024 01/30/2024 7472963024 103930113 1151nvnice 0.01 0.65 0.641/ 7472963024 1112512024 01/3012024 747313000E 103868344 1951mtoice, 9.68 4111MI 474.131/ 74731306U5 1112012024 OV3012024 7473241047 103984654 1151nvo1ce 18.44 921,89 903.451/ 7973241047 1 V2612024 01/30/2024 7473403069 103991167 195111voice 0.01 0.32 0.31-�/ 7473903060 IF column legend: P = Past Duo Item, F = Future Due Item, blank = Current Due Item 'OTAI Customer Number 256342 WALMART 1098fitEM MED PHS Subtotal.: 3.347.57 USO sure Due: 0.00 It Pad By 01/3012024, last Our: 0.00 Pay This Amount: ast Payment 4,442.25 It Paid Alter D1/3012024, 1112212024 Pay this Amount: Due It Paid On Time: USD 3,200.62 3.280.02 USD Disc lost H pad late: 66.95 Due If Paid Lale: 3,347.57 USD USD 3.347.57 AL VIL�- L) fzy For AR Inquiries please Contact 800-867-0333 MSKESSON STATEMENT As of: 0112612024 Page: I101 To ensure Proper credit to your account, detach and return this C.omeary ucso stub with your mmatance CVS PHCY Customer er IN Customer I70 Supp10: PHS As of: 01126/2024 Page: 001 Mail to: Camp: 8000 ANT DUE REMITTED VIA ACH DEBIT Territory: 7001 MEDICAL EN MEMORIAL MEDICAL CENTER, Statement for Information only AMT DUE REMITTED VIA ACH OBIT VIC815 NIRGINI Customer: 835439 Statement for Information only N 815 N AVAC IA ST PORT LAVACA T% 77979 Dale: 01127/2024 Cum: 635434 PLEASE CHECK ANY Data: 0112712024 ITEMS NOT PAID )r) Riling Due Recelvabluatlonal Account qx?6 Amount P Amount P Receivable )ate Date Number Reference DescriptionDsi count (gross) F (net) F Number :ustemor Number 835434 CVS PHCY 8923/MEM MC PHIS 11/24/2024 01/30/2024 7472745434 2992022 1151nvolce 0.10 4.94 4.84 ✓ 7472745434 m column legend: P = Past Duo Item, F = Future Due Item, blank = Current Due Item 'DTAL Customer Number 835434 CVS PHCY 8923IMM MC PHIS Sublotais: 4.94 USD 'uture Oue: 0.00 Duo If Pald On Tlmo: It Paid By 0113012024. USD 4.84 .j 2st Due: 0.00 Pay This Amount: 4.84 V USO Disc lost If paid late: 0.10 ast Payment 4,442.25 If Paitl After 0113012024, Due If Paid Late: 1112212024 Pay this Amount: 4.94 USD USD 4.94 For AR Inquiries please Contact 800-867-0333 MSKESSON STATEMENT As of. D,126/2D24 page; 001 To eneum proper to your tlyour a ad return this etub uc•nAny: coon it slob wdh your remittance with DC: 8115 Customer INV SupplD: As of: 0112012024 Page: 001 Mall to: Comp: 8001) CVS PHCY PHS AMT DUE REMITTED VIA ACH DEBIT Territory: 7001 N TER MEDICALL CENTER MEMORIAL MEDIC Statement for information only AMT DUE REMITTED VIA ACH DEBIT VICKY KALISEK Customer. 835437 Statement for information only 815 N VIRGINIA ST Dale: 01/27/2024 PORT LAVACA TX 77979 C.W 835437 PLEASE CHECK ANY Data: 01/2712024 ITEMS NOT PAID (1) Duo uathmal Account Mpg �e71 Cash Amount P Amount P late Into Data NumbebPo Number Reforenca Description Discount Number (gross) F (.of) F Number :ustamer Number 835437 CVS PHCY 7410/ME61 MC PHS .112412024 0113012024 7472839284 2989903 11 Slrvoice 0.02 1.06 1.04 7472839204 O m column legend: P = Past Due Item, F = Future Due Rem, blank = Currant Due Item 'OTAL Customer Number 835437 CVS PHCY 7416IMEM MC PHS Subtotals: 1.06 USD utum Duo: 0.00 Duo If Paid On Time: If Paid By 0113012024, USD 1.04 ,.at Due: 0.00 Pay This Amount: 1.04 ' USD Owe lost If paid late: ° 0.02 act Payment 3,055.55 If Paid After 0113012024, Due If Paid Late: 211812023 Pay this Amount: 1AG USD LED 1.06 II _I / For AR Inquiries please Contact 800-867-0333 MSKESSON STATEMENT CVS PHCY 74751MEM MC MIS MEMORIAL MEDICAL CENTER qMT DUE REMITTED VIA AChI DEBIT VICKY KAUSEK ✓ Statement for information only 815 N VIRGINIA ST PORT LAVACA TX 77979 As of: 01/26/2024 DC: 8116 Customer INV Sc1dD Territory: 7001 Custo.oc 035438 Date: 01/27/2024 Page: 001 To arum proper cmdd to your account, detach and mtum this anus with your mmittance Aa of: 01/26/Z024 Page: 001 Mall to: Camp: 8000 AMT DUE RFMITTFD VIA ACH DEBIT Statement for information only Cust: 835438 PLEASE CHECK ANY Dale: 0112712024 ITEMS NOT PAID Jam) piling Due Recoivasktlolio,ul AccountMipstaro Date Number Reference Oescdptfon Cash Amount P Amount P Receivable _. 19rossl F (not) F Numbe. .ussomar Number 035438 CVS PHCY 7475/111 1 MC MIS 11124/2024 0113DJ2024 7472856669 2992356 1151nvoice 0/26/2024 01/26/2024 7473538709 MFC PR CORK CR Pricing Car i1/26/2024 01/30/2024 7473538710 MFC PR CORR IN Pricing Car 'F column legend; P = Past Due Item, F = Future Due Hard, blank = Current Due Ito. 'OTAL Customer Number 835438 CVS PHCY 74TSIMEM MC PHS Subtotals: utum Due: 0.00 '.at Due: It Paid By 0113012024, 36.93- Pay This Amount: .at Payment 4,442.25 If Paid After 01130/2024, i1/2212024 Pay this Amount: 0.27 10.3E 10.11 V W/ 7472858869 L� 36.93- P 36.93. P ✓ V.dg73538709 tIL.---III 0.18 8.82 8,64 v ,"7473538710 17.79- USD Due If Paid On Time: USD 18.10- 18.18- USD Disc feet if paid late: 0.39 Due If Paid fate; 17.79- USD USD 17.79. For AR Inquiries plensc Contact 800-867-0333 STATEMENT Statement Number: 66745251 Amer sourceBergen' Date: 01-26-2024 1 of AMERISOURCEBERGEN DRUG CORP WALGREENS #12494 340B 12727 W. AIRPORT BLVD. MEMORIAL MEDICAL CENTER 77478.6101 1302 N VIRGINIA STPORTLAVACATI( 77979.2609 F101136284=10370281WSUGARLANDT% DEA: RA0289276 e in 7 days 866A51.9655 AMERISOURCEBERGEN PO Box 905223 Not Yet Due: 0.00 CHARLOTTE NC 28290-5223 Current: 1.564.88 Past Due: 0.00 Toal Due: 1,564.88 Account Balance: t,564.86 Account Activity Document Due Reference Purchase Order Document Original Last Receipt Amount Received Balance Date Date Number Number Type Amount 01.22-2024 02-02-2024 3161821423 7005432649 Invoice 26217 0.00 262.17 01-2222024 02-02-2024 3151821424 70OM46434 Invoice 232.03 0100 232,011 01-22-2024 02-02-2024 31619162OR 70OMS3932 Invoice 242.22 BOB 242.22- 01-224024 02.02-2024 3161915320 7005455019 Invoice 191.03 0.00 191.03 01-23-2024 02.02-2024 31621t5755 70DU63285 Invoice 30.99 0.00 30.89 01-244024 02-02-2024 31U266686 7005472582 Invoice 323,11 BOB 323.11 1' 01-25.2024 02.02-2024 3162420469 7005481915 Invoice 72.52 0.00 72.52 01-25.2024 02.02-2024 3102588813 7COM92703 Invoice 210.91 0A0 210.91 Current 1.15 Days 18.30 Days 31-60 Days 61.90 Days 91.120 Days Over 120 Days t,5Q4.8B 0.00 0.00 0.00 0.00 0.00 0,00 Thank You for Your Payment Reminders Data Amount Due Date �02-02-2024 Amount 01-26-2024 (1 104.17) 1,684.08 Total Due: 1',664188),! WROIED ON L J�t 4 8 9 2024 l{ 2� l 2_� Bq CAISiWNt� TOLL FEE PHONE NUMBER: 1-800-555-3453 (EFTPS TUTORIAL SYSTEM: 1-800-572-8683) F"ENTER9-DIGIT TAXPAYER IDENTIFICATION NUMBER" "ENTER YOUR 4-DIGIT PIN" a"MAKE A PAYMENT, PRESS 1" "ENTER THE TAX TYPE NUMBER FOLLOWED BY THE # SIGN" F7"IF FEDERAL TAX DEPOSIT ENTER 1" "ENTER 2-DIGIT TAX FILING YEAR" "ENTER 2-DIGITTAX FILING ENDING MONTH" 1ST QTR - 03 (MARCH) - Jan, Feb, Mar 2ND QTR - 06 (JUNE) - Apr, May, June 3RD QTR - 09 (SEPTEMBER) - July, Aug, Sept 4TH QTR -12 (DECEMBER) - Oct, Nov, Dec "ENTER AMOUNT OF TAX DEPOSIT - FOLLOWED BY # SIGN" "1 TO CONFIRM" "ENTER W/CENTS AMOUNT OF SOCIAL SECURITY" "ENTER W/CENTS AMOUNT OF MEDICARE" "ENTER W/CENTS AMOUNT OF FEDERAL WITHHOLDING" "6-DIGIT SETTLEMENT DATE" "1 TO CONFIRM" ACKNOWLEDGEMENT NUMBER CALLED IN BY: CALLED IN DATE: CALLED IN TIME: #t# ENTER: 941 # �' 23 �' 03 0 $ 133,435.18 1 $ 67,937.50 $ 15,888.70 $ 49,608.98 Ji1AP-Payroll FileslPayrall Taxes12024143 R1 MMC TAX DEPOSIT WORKSHEET 01.25,24.xis 112912024 941 RECITAX DEPOSIT FOR MMC PAYROLL �I PAY PERIOD: BEGIN i11212Q24. va PAY PERIOD: END 11262024- PAY DATE: 40,2024' GROSS PAY: $ 687,664.56 DEDUCTIONS: AIR $ 226.00 ADVANC BOOTS MUTUAL CRITICAL ILLNESS MUTUAL ACCIDENT IRS TAX MUTUAL SHORT TERM DIS MUTUAL VISION $ 901.04 CAFE`-D $ 1,269.96 CAFE-H $ 31,266.14 CAFt-P CANCER CHILD $ 670.69 CLINIC $ 26.00 ' COMBIN 6 282.20 CREDUN § - DENTAL $ - DEP-LF MUTUAL TERM LIFE $ 11393.96 MUTUAL HOSP IN13EM S $40.50 FED TAX $ 49,608.98 FICA-M S 7,944,36 FICA-0 S 33,968.7E FICA-M ADDITIONAL FIRST C FLEX S $ 6,230.42 FLX-FE $ GIFT S 6 179.09 MUTUAL CRITICAL ILLNESS $ 1,105.90 MUTUAL ACCIDENT § 780.57 MUTUAL SHORT TERM DIS S 2,019.88 LEGAL $ 1,179.36 OTHER $ 1.836.26 NATIONAL FARM LIFE S 1,200.49 MED SURCHARGE $ 316.00 Blank RELAY REPAY STONEDF $ 1,016.88 STONE STONE 2 STUDEN TSA-R $ 40,412,21 UWIHOS $ TOTAL DEDUCTIONS: $ 183,427.69. S -4lIWLeWTCHAF➢Ogt•' '1 NET PAY: $ 404126.87 — "BNcuIAWTCllea+oR'n'. TOTAL CAFE 125 PLAN: $ 39,673.42 Le $ 'AXABLE. PAY: S 547,681.14 S 547,881.14 "CALCULATED^ From MMC Report Difference 9CA-MED(ER) 14% $ 7,944.26 :ICA-MED(EE) 14% $ 7.944.28 5 7.944.35 $ (0.07 'ICA-SOC SEC (ER) smn $ 33.968.63 'ICA-SOC SEC(EE) um $ 33,968.63 $ 33.968.75 $ (0,12 :ED WITHHOLDING $ 49,608.98 $ 49,608.98 REVISED 31111,2014 A001TIONAL CKft1 TOTALS $ $ 587.554.66 $ 226.00 S S - S - S - S 901.04 $ 1,269.96 S 31,266.14 S - S - S - S - $ 670.69 S 26.00 $ 262.28 § - S - S - S 1,393.96 § 640.50 $ 49,608.08 S 7,944.36 S 33,968.75 S - S $ 6,230.42 5 - $ 179.09 $ 1,105,90 S 780.57 $ 2,D19.88 S 1.179.36 $ 1,836.26 S 1,28SAS S 315,00 5 • $ 1,016.86 S - 5 S - S 40,412.21 S - 1 $ 183,427.69 'etglUl With Mlroer^��aMaw Wtu,9Ewe1- s $ $ 404,128.87 Exempt Amt: Employees over FICA -SS Cap: Roshande Thomas Michael Gaines Paycode S - Employee Reim6.: TAX DEPOSIT: $ 133,4M.80 $ 133,435.15 FICA - MEDICARE 2M $ 15,888.66 $16,688.70 FICA -SOCIAL SECURITY 12AM S 67,937.26 $67.937.50 PREPARED BY: FED WITHHOLDING $ 49.600.98 $49,608.98 PREPARED DATE: TOTAL.TAX: S 133,434.80 $133,435.18 $ (0.38) TOTAL: S Andde Flores 1/29/2024 e3 RI MMC TAX DEPOSIT WORKSHEET01.25.24.Iv4: TAK DEPOSIT WORKSHEET 1292024 Run Date: 01/26/24 MEMORIAL MEDICAL (BITTER Page 113 Time: 16:69 Payroll Register ( Si -Weekly ) P2REG Pay Period 01/12/24 - 01/25/24 Rung 1 Final Sunmary -- P a y C o d e S u m m a r y----------------------------------------- ... B e d u c t d o n e a u n m a r y-._--.._._._.� ?ayCd Description Hes OTISHIWEIBOICBI Goss I Code Amount .................-------------- ._.._...................................... A .... ---- ...... ..-__•__......................... 1 REGULAR PAY-S1 9744,25 N N 11 1 REGULAR PAY-S1 1941.00 N N 11 N 1 REGULAR PAY-S1 301.75 Y N 11 2 REGULAR PAY-82 2601.50 N N 11 2 REGULAR PAY-S2 138,50 Y N 11 3 REGULAR PAY-S3 1582.75 N N N 3 REGULAR PAY-S3 $6.50 Y N N 4 CALL BACK PAY 28.25 N 1 N It Y 4 CALL BACK PAY 57.00 N 2 N 11 Y 4 CALL BACK PAY 10,00 N 3 N If 1' 4 CALL BACK PAY 1.00 Y 2 N 11 Y C CALL PAY 2257.75 N 1 N 11 E EXTRA WAGES 4.50 1 N If N E EXTRA WAGES 11 1 N I1 N F FUNERAL LEAVE 24.00 N 1 I1 11 I INSERVICE 25,00 B 1 N 11 i 3SERVICS 1.50 Y 1 N 11 K EXTENDED-IuMSS-BANK 470,00 N 1 N I4 P PAID-TINNE-OFF 301.54 N N If N P PAID -TINE -OFF 1265.00 N 1 N 11 X CALL PAY 2 140.00 N i N IT Z CALL PAY 3 96.00 N 1 N If p PAID TIME OFF - PROBATION 8,00 N 1 N N t PHONE & DATA N N If N 227329.69 AIR 225.09.8/R2 A/R3 B6S00.29 ADVAVC AWARDS SCBSVI 9279.95 BOLTS CAPE H CAPE-1 7D615.61 CAPE-2 CAFE-3 CAFE-4 5495.17 CAPE-5 CAFB-C CA.F3-D 56575.26 CAPE-F CAFE-H 31256.14.CAFS-1 2245.54 CAPE-L CAM-P CANCER 126D.03 CHILD 570.69,CLINIC 25.00,COMIN 2460.90 CREDUN DO ADV DMAL 43B.06 DSP-LF DIS-IF EAT 73,46 EAIM FEDTAK 49609.9B1FTCA-M 4515.50 FICA-0 33966.75,FIRSTC FLEX S 50397.73 FLX FE FORT D FUCA 1678,20 GIFT S 179.09,GRANT GRP-IN 334.32 GTL HOSP-I NSA 860.16 lD TFT IRSTAX LEAF 94.68 LEGAL 273, 86JIM 9D5.SOJGLS 14515.03 H3IVIS MISC MISC/ 9481.39 HMCSBR MOOACC 70D.57.,MOOILL 31396.41 HOOI3D 640. 0kOLIP 13S3.96N1100ST0 320,00 MODVIS 901. 042NArFNL 1286.45,oTH&R 288A0 PHI PHC•*+ PR FIN 444.16 RELAY REPAY SAME 1355,00 SCRUBS SIG -NON ST-TX STONDF 1015.86.STONE 5TONE2 STUDEN SNACC SHILL SUNIND SNLIF SNSTO SUIIVIS SURCHG 315.00otSA-1 TSA-2 TSA-C TSA-P TSA-R 40412.21,TUT'IGN NIFOR TW/BGS 1269,96.,, 262.2BJ 7944.35, 4525.84, M,58 1836.26., 1105,90, 2019,08,. -------------------- Grand Totals: 21075.79------- ( Grass: 587554,56<" Deductions: 183427,69.� Net: '404126.87A Checks Count: FT 213- PT 13 Other 40 Female 238 Male 27 Credit Overhut 14 ZeroAet Tern Total: 265 1 vaA j PIAIY ZE'Zi Zy ...........................* r Run Date: 01/29/24 MEMORIAL MEDICAL CENTER 3I-WEEKLY Page 1 Ties: 11 u26 Check Register •••. P2DISTP Pay Period 01/12124--01/25/24 Run: 1 Type -NET 1000000'_ OPERATING - PROSPERITY Nun. Nane Amount CHECK NUM DATE 02312 HANNAH M GOOD 18.47 OD063382 02/02/24 41546 SHAIM9I MARTINEZ 2589.81 00063383 02/02/24 02794 WEATHER L MV7CNLER 2032.69 00961384 02/02/24 41D62 CHEYENNE NFSSA 475.30 00063385 021D2/24 60145 REGINA ZAMORA 83B.48 00063306 02/D2/24 DOD41 CARL LEE KING 920.42 DD 02/02/24 00083 SYLVIA A VARGAS 982.27 DD 02/02/24 00113 JACLYN CARRSON 1224.98 DO 02/02/24 00132 SANDRA A BRAUN 815.66 DO 02/02/24 00192 BRENDA D PFNA 1911,06 OD 02/02/24 00337 SILLIE F UUCKRORTB 2705.01 DO 02/02/24 00192 MONICA T CARR 1044.57 DO 02/02/24 00399 LINDA J TIJERINA 2502.12 DO D2/02/24 00401 VELMA J PINA 6623.29 DO 02/02/24 00417 SRERRY L KING 2162.09 DO 02/02/24 00423 ➢ONN V STRINGO 2028.99 ➢D 021D2/24 004B2 PAN ?IKAC 1563.04 IS 02/D2/24 00581 CYNTHIA L RUSHING 1546.03 IS 02/02/24 00681 RILLA SENSE WOOD 1793.28 DD D2/02/24 00692 DEBORAH s" WITTNBBERT 747.14 DO 02/02/24 00697 M1!RIA C FARIAS 1110,42 DO 02/02/24 00707 KIMBERLY RESSNOEZ 1739.31 DD 02/02/24 00895 EMILIE DIANE WILKEY 672.21 DD 02/02/24 01015 SUSAN 3 SMALLEY i603.97 DD 02/02/24 01170 PATRICIA LAMER HERMES 371.27 DO 02/02/24 01191 SHARON M SPARKS 50.95 DO 02/02/24 01.214 JENISE N SVETLIK 2374.45 G➢ 02/02/24 01241 HANDY MACE 1902.15 US 02/02/24 01367 MARILYN A SANDERS 736.62 DD 02/02/24 01451 JENNIFER L ZISSA 404.33 D➢ 02/02/24 01791 RAUSHANAH J HUNGRY 1837.07 DD 02/02/24 02011 ERIN R CLEVENGER 4043.30 DD 02102/24 D2014 AGAPITA C CANTU GE0.36 DD 02/02/24 02021 ERIKA OSORNIA-SANCHEZ 7152.38 DD 02/02/24 02022 AM J GRIGGS, OTR 2549.64 DD 02/02/21 02064 ARA LAM GARCIA 1673.99 DO 02/02/24 02099 TRACI M SREFCIK 2890.03 DD 02/02/24 02112 LESLIE THOMAS 2530.48 ON 02/02/24 02132 JASMINE RUIZ 1675.96 DO 02/02/24 02135 FORMA ALLISON 1280.79 DO 02/02/24 02136 TAMMY ESGUIVEL 313.65 DO D2/02/24 02154 JUSTINE STRELCZYK 1082.07 DO 02/02/24 02162 MIRTAN PALUKA 1693.73 DD 02/02/24 02188 JENSTCA man 2551.48 DD 02/02/24 02193 TIKI VESGLAR 1185.59 DO 02/02/24 02201 CORRINB VILLBGAS 340,90 DO 02/02/24 02202 SENDS I SANCHEZ 218,56 DO 02/02/24 02271 DANK J BUBENIK 2262,50 OD 02/02/24 02301 NICOLAS TIJERINA 2127.73 DD 02/02/24 02303 CINMIS K PADIEANA 2856.68 DD 02/02/24 02315 NINA M GREEN 2477.25 DO 02/02/24 02322 RICK OSORNIA 735.51 DO 02/02124 02346 JEANETTE L FALCON 154.51 DO 02/02124 Rua Date: 01/29/24 MEMORIAL MEDICAL CENTER BI•NEEKLY Page 2 Tine: 11:26 "•• Check Register -... P2DISTP Pay Period 01/12/24-41/25/24 Run: 1 Tyoe_NET 10000001 OPERATING • PROSPERITY Nun. Nano Amount CHECK NJM DATE 02416 JANELLE SCOT", 202M9 DO 02/D2/24 02435 SAMANTNA TAN20N 903.28 DO 02/02/24 02511 MAGDALENA SEPULVEDA 356.04 00 02/02/24 02552 VERONICA RAGUBIN 2023.97 DD 02/02/24 02612 MEOW ODELL 1021.66 OD 02/02/24 02620 IVONNE AVILES 157.22 DO 02/02/24 02622 JESUSA MARIE BENAVIDES 777.63 DO 02/02/24 02679 MELTSSA NESLONEY 1515.86 DD 02/92(29 0263E JULIANA TORRES 238,61 GO D2/02/24 02701. RONDA GOHLKE 2320.28 OD 02/02/24 02719 MIT M KCCLELIAND 1876.39 DO 02/02/24 C272D ELOA M LUERA 2405.50 DO 02/02/24 02733 ROBIN N PLEDGER 2625.05 GO 02/02124 D2735 ZANDRA A GRRCIA 765.53 DO 02/02124 027B4 STEPHANIE RODRIGUEZ 327.62 DO 02/02/24 02812 BRITTANY N RUDDICK 2246.95 GO 02/02/24 02907 MARIA F LONGORIA 1274.94 OR 02/02/24 02927 MICHAEL L GAINES 2798.3E DO 02/OZ/24 02963 DOROTHY J RENODN 581.83 DO D2/02/24 02370 DIANNE G ATKINSON 2181.20 DD 02/02/24 03864 JACQUELINE R HBRRRRA 1550.51 DD 02/02/24 D5093 COURTRE D THURLKILL 2059.25 DD 02/02/24 05006 REGINA A MARTINEZ 2601.44 DD 02102/24 D5264 SABA NHITE 796.69 DD 02102/24 D5345 ERICA NGUYEN 2570.17 D➢ 02/D2/24 05641 AMANDA R KEY 2127.50 DO 02/02/24 07123 CYNTHIA GUERRA 1319.36 G➢ 02/02/24 17147 CHAD A VORCE 2241.71 DD 02/02/24 07B78 DIANA C SAUCEDA 1166.43 DO 02/02/24 11197 CATHERINE A SAENZ 7827.73 DO 02/02/24 11412 COURTNEY L MORKOVSKY 1745.64 GO 02/02124 1ZD11 KIMBERLY J REYNA 475.00 OD 02/02/24 12115 LISA J HINOJOSA 920.91 GO 02/02/24 12129 MIICHAEL HERMES 1731.39 GO 02/02/24 12609 RAELIN R LUNA 371.91 OD 02/02124 15097 ME L DANIEL 3116.95 00 D2/02/24 15131 SAVANNAH HARLEY 1603.74 DD D2/02124 15139 KRISTEN NICOLE BALLARD 1720.99 DD D2/02/24 15163 KELSEY HHINOLD 3275.46 DD D2/02/24 15171 JESSICA BARRON 60411 DD 02/02/24 15236 YESSRNIA L GRAHAME 897.81 DO 02/02/24 15286 DANK M MAREX 2082.51 GO 02/02/24 15909 JOLIE NGUYBN 2099.09 GO 02/02124 15915 BRIANNE J KEY 2707.1E DO 02/02124 20012 ALEXIS LORRDO 116.30 DO 02/02/24 2D144 SOPHIE M PXCENA 725.05 DD 02/02/24 20156 ERIN ASHLEY WISDOM. 1960.53 GO 02/02/24 2016E JOSHUA PEPPERS 1315.77 DO 02/02/24 20184 MELISSA ZAMORANO 607.40 DD 02/02/24 20206 KELLI 3 GOFF 2472.79 DO 02/02/24 20207 SHAM G MARTI, MIT 2937.62 DO 02/02124 20243 MELANIE CORTEZ 28B9.36 DO 02/02124 20212 ANGELA YEAGER 1930.98 DO 02/02124 20254 JESSICA D WALTHER 964.39 ➢O 02/02/24 Run Date: 01/29/24 MEMORIAL MEDICAL CENTER BI•WRERLY Time: 11:26 Check Resister •*, Pay Period 01/12/24--01/25/24 Am: 1 Type=NET 10000001 OPERATING - PROSPERITY Num. Name A.Tount CHECK A'L'M DATE 20124 PATRICIA STRIBLEY 2304.88 DO 02/02/24 20343 SAVANNAH N SOCARRAS 616.06 DO 02/02/24 20456 SAYDI A ST CUR 141.42 OD 02/02/24 20484 BRIANNA B PASS40RE 481.53 D➢ 02/02/24 20759 JAMIE SADLER 682.90 DO 02/02/24 20788 JAYLIN RAMIREZ 387,74 DD 02/02/24 20797 BET2ANN H DIGGS 2241.30 D➢ 02/02/24 20977 CHERYL L TESCH 1757.79 DO 02/02/24 2098D SAVANA LENTO 858.33 ON 02/02/24 21450 DIAM E LEAL 1275.19 DO 02/02/24 21629 JACOBY R CRAWFORD 162$.24 DO 02/02/24 22493 BRI7TMT E NAVARRO 6934,89 DO D2/02/24 25022 AMBER L LOYA 667.20 DD 02/02/24 28034 HRISTINA A BUERGER 599.74 OD D2/02/24 28120 JESSICA V SELVERA B74,23 DD 02/02/24 29199 HELLY A SCHOTT 1084.56 DD 02/02/24 31035 STACIR L EPLEY 1719.23 DO D2/02/24 31054 LORA L LAMBDEN 920.72 DD 02/02/24 31099 ARACPLY E GARCIA 1068.47 DO 02/02/24 31219 LAUREN PHILLIPS 1540,67 DO 02/02/24 31242 MONICA SALAZAR 603.78 DO 02/02/24 31251 CYNTHIA L BIAS 1887.55 GO 02/02/24 31313 KATHERINE LYNN JIMENEZ 1921.77 DD 02/02/24 31319 STACY L FARMER 1503.46 DO 02/02/24 31463 EDWARD E MAIULA 2623.36 DO 02/02124 3150E RACHEL A HEFFNER 2008.67 DD 02/02/24 31021 RAYLA M ALVAREZ 1741,78 0O 02/02/24 38119 HRYSTELLA P HISIAH 1024,91 DD 02/02/24 38100 NADELIN'E ANDERSOV 738.00 DO 02/02/24 38428 JULIAN RRYSQUIERDO 1030.27 DO 02/02/24 41112 ANASTASIA L PEREZ 724.34 DO D2/02/24 41171 TOMMIE M TREVINO 577.43 DO 02/02/24 41215 GUADALUPE OU4NDEZ 874.19 D➢ 02/02/24 41225 LESLIS A CRAIGEN 1009.60 DO 02/02/24 41136 PAMELA H VANNOY 1412.63 DO 02/02/24 41251 BREA YBARBO 637.50 DO 02/02/24 41261 BERNICE AGUILAR 806.44 DO 02/02/24 41269 BERENICE LOCO 714.91 DD 02/02/24 41214 NAREN GANN Ile3.11 DO 02/02/24 41279 PPMELA R HAAN.ON 787,19 ➢O 02/02/24 41347 ADRIAVNA D STRAROS 629.66 DD 02/02/24 41418 ANGEL M CASSEL 963.30 DO 0,/02/24 41426 TASRA NORMAN 3440,73 ➢O 02/02/24 41506 JOSEPAT LUGO TORRES 741.27 DO 02/02/24 41612 EONJA A GOAJAROO IDD6.45 DO 02/02/24 41617 JACQUELINE M MARTINEZ 812.45 DD 02/02/24 41705 REL9EY R TAYLOR 1274.51 DO 02/02/24 41856 REHAB MICHELLE EMERY 632.35 DO 02/02/24 41897 RORAMNA HONOR 748.06 DO 02/02/24 41901 JUM17A R MILLER 1D16.10 DO 02/02/24 413D KAYLENN TREVINO 850.54 DD 02/02/24 42106 CHRISTY SILVAS 910.33 DO 02/02/24 42112 SOCORRO C GONZALES 977.73 DO 02/02/24 42122 LE- ANA C'4AVANA 1732.39 DD 02/02/24 Page 3 P2DISTP Run Date: 01/29/24 MERORIAL MEDICAL CENTER BI-WEEKLY Page 4 Time: 11:26 ...I Check Register .«- P2DISTP Pay Period 01/12124--01/25/24 Run: 1 Type=NET 10000001 OPERATING - PROSPERITY Rum. Name Amount CHECK NOTI, DATE 42125 MARIA LUCY CALZADA 76D.30 OD 02/02/24 42304 MIMI T MGM, 2160.6E OD 02/02/24 42536 VARIAN A SOCANRAS 813.79 DO 02/02/24 42820 MARIA D CHAVEZ 940.63 DO 02/02/24 42842 SHAM S 0 DONNELL 10423.7E DO 02/02/24 40680 JESSICA BUSH 22.62 DO 02/02/24 50018 MIC.HELLE M MORALES 2426,21 DD D2/02/24 50148 PENNY &GULDEN 3390.3E OD D2/02/24 50161 BRITINSY MICHELLE ZAMORA 467.30 DO 02/02/24 50250 SUMMER E NICHOLS04 709.01 DO 02/02124 50282 JACOB W.HAMILTON, PT, DPT 2572.62 DD 02/02/24 50310 JASMINE GRIGSBY 771.29 DO 02/02/24 50546 MELANIE K SAMAYOA 2083.23 DO 02/02/24 50573 DEANA R DAVIS 1601.82 DD 02/02/24 50596 BETTY 8 DAVIS 1778.04 DD 02/02/24 50719 DEBRA K MUSTERED 2587.99 D➢ 02/02/24 50928 ADINA GER➢ES 667.60 DO 02/02/24 53541 JACLYN B HARTL 1531.61 DD 02/02/24 54024 MONICA A ESCALALTE 1295.47 DD 02/02/24 55025 LEA C RESB4DEZ 1365.61 D➢ 02/02/24 55026 IRUE B PEREZ 788.67 DO 02/02/24 55127 APRIL N KUBALA 2228.96 OD 02/02/24 55234 ELOIZA SOTO 546.57 DO 02/02/24 55371 BLANCA HERNANDEZ 393.D9 DD 02/02/24 55192 SHANNON JACILDO 652.74 DO D2/02/24 55658 LA.JUAN WILKE 819.22 DO 02/02/24 50115 BECKY MARIE SEE 769.99 DO D2/02/24 50510 RITA L POLSNSKY 725.53 DO 02/02/24 60112 ROBERT A RODRIQUEZ 4179.54 D➢ 02/02/24 60131 NORA OVALLE 534.33 DO 02/02/24 60156 DANIELLE V. KALISEK 1156.12 DO 02/02/24 60165 TERESA A M179Z 3025.D4 DO 02/02/24 60262 IRA R SHARP 822.72 DO 02/02/24 60589 JASON J LOYA 950.11 DO 02/02/24 60616 DOROTHY A LONGORIA 793.16 DO 02/02/24 62322 ALAN MIG47 1792.27 DO 52/02/24 63193 MICHAEL SOCARRAS 1019.15 DO 02/02/24 63450 VIRGINIA C BERNARDINO 870.03 D➢ 02/02/24 65100 FELICITA EONOZ 634,44 DD 02/02/24 6512E MARTB.A CUMPSAN 036.1E DO 02/02124 65127 VERONICA ORTIZ 383.22 DO 02/02/24 65136 TINA KORANEK 1049.12 DO 02/02/24 65148 MARTA INIGUE2 1000.48 0O 02/02/24 65151 ELIA OLACHIA 1042.92 DO 02/02/21 65189 ELVIPA SANCHEZ 701.41 DO 02/02/24 65205 TOM SANTILLAN 800.62 DO 52/02/24 65213 LEE SMIE.RLY 1149.97 DO 02/02/24 65247 DIANA CASTILLO $93.94 DD 02102/24 65269 NATALIE BAREFIELD 992.55 DD 02/02/24 65315 ELVA RODRIGGE2 1041,64 0O 92/02/24 65393 RANONA A PEREZ 1098.09 DD 02/02/24 65453 AM 61A L FLORES 1244.41 DO 02/02/24 65463 MARIA T VELOZ 816.65 DO 02/02/24 65486 ROSA RODRIGUEZ B71.46 DO 02/02/24 Run Date: 01/29/24 HEMOSTAT, MEDICAL CENTER BI-h'6EKLY Page 5 Time: 11:26 •••• Check Register •••• P2DISTP Pay Period 01/12/24--01/25/24 Run: 1 Type=NET 1000DDD1 OPERATING - PROSPERITY Num. Name Amount CHECK NOW DATE 65513 MARIA MORALES 1000.02 DO 02/02/24 65705 DOMITILA HERRERA 093.83 DO D2/02/24 65715 MARIA R GOMEZ 981.05 DD 02/02/24 65865 NARIA F LEDR2MA 903.10 OD 02/02/24 60368 DOMITILA GARCIA 703.93 DD D2/02/24 68568 CHRISTOPHER RLMBFORD 1032.97 DD 02/02/24 68792 NAZARIO DIAZ HE.RNANDEZ 2032.29 ON 02/02/24 70119 SAM N BLEDSOE 2582.92 IN 02/02124 73749 CLORIA N REID 2480.56 ON 02/02/24 74159 CAROL VILLARREAL, 1278.59 DO 02/02/24 75190 RIKA MILLER 2018,45 DD D2/02/24 76003 IRMA DELEON 469.53 D0. D2/02/24 76076 ALEXANDRIA Y ;OIISLEY 283,97 ➢O 02/02/24 76115 JENNIFER R C4RLOCK 683.53 00 D2102/24 76120 RACHELCANALES 1240.64 DO 02/02/24 76138 KAREN D GARCIA 708.91 ED 02/02/24 76210 ZOE VILLARREAL 365,09 OD 02/02/24 76300 AIDA JIMENEZ 903,84 DD 02/02/24 76313 PANELA L BARTON 815.2E DD 02/02/24 76403 KATRINA A POKLVDA 1213.23 CD 02/02124 76647 CHERYL A SEE 965192 OD 02/02/24 76706 GREGORY E HURDLER 770.77 DD 02/02/24 76854 MARY PATTERSON 1183.77 DO 01/02/24 76905 VANESSA TRISTAN 590.17 DD 02/02/24 77646 MASER A GONZALES 1032.74 DD 02/02/24 7802C MISTY R PASSMORE 1564.88 DD 02/02/24 73050 KYANN J POWER 575.77 DD 02/02/24 78072 DONNA P RAWLINGS 1829,35 DO 02/02/24 78128 ALEKA QUINTANILLA 1290.17 DD D1/02/24 78287 MARISSA D ALNANZAR 2216.00 ON 02/02/24 78336 JESSICA L GLOVER 1402.90 DD 02/02/24 78566 MELISSA K. GEE 478.69 DO 02/02/24 78764 ASHLEY D HADLEY 1B24.6D DD D2/02/24 78781 KRISTEN R MACHIC3K 2577,69 DD 02/02/24 78787 FARAH I JANAK 258B.24 ➢D D2/02/24 78897 DAYLE J ROBINSON 648.87 OD D2/02/24 80008 ADAM D BESIO 2547,99 DD 02/02/24 80141 JEANNIE ONTA 1515.9E OD 02/02/24 00928 BRYAN HOBGOOD 1915.35 DD 02/02/24 02227 CAITLIN A CLEVENGER 1098.24 ➢D 02/02124 864B2 M,EGAN N HARPER 325.26 ➢O 02/02/24 96576 ELSA HERRERA 305.61 DD 02/02/24 88125 LISA N TREVINO 1112.21 DD 02/02124 00148 MICHELLE C614BERLMID 1779.38 DD 02/02/24 80321 ANDREH BE LOS SUMS 2636.82 D➢ 02/DZ/24 81435 JOE GARCIA 1755.06 IN 02/02/24 90120 ROSRANDA S THORAS 5852.01 DD 02/02/24 90529 STEVE FROCK 4835.83 DO 02/02/24 93231 AKDRIE R FLARES 1859.19 OD 02fO2/24 33241 SARIAH N RUBIO 1228.61 UD 02/OZ/24 90156 ADRIAVNA M CALVAN 1604.38 DO C2/02/24 404126.87 MEMORIAL MEDICAL CENTER PROSPERITY BANK ELECTRONIC TRANSFERS FOR OPERATING ACCOUNT -- Jan 22, 2024 -Jan 28, 2024v Date Bank Description 1/26/2024 WIRE OUT CBNA INCOMING SETTLEMENT ACCOUNT 1/26/2024 PAY PLUS ACHTrans 000000013205553 1010006900 1/26/2024 AMERISOURCE BERG PAYMENTS 0100007768 2100002 1/25/2024 PAY PLUS ACHTrans 0000000131235861010006991 1/24/2024 PAY PLUS ACHTrans 0000000129888221010006980 1/23/2024 PAY PLUS ACHTrans 000000012793809 1010006969 1/23/2024 MCKESSON DRUG AUTO ACH ACHOSS34768 910000129 1/22/2024 PAY PLUS ACHTrans 0000000126717261010006959 1/22/2024 IRS USATAXPYMT 2704422359741076203601001199 MMC Notes -CRIBank Corporate Card Payment - 3rd Party Payer Fee -3406 Drug Program Expense - 3rd Party Payer Fee - 3rd Party Payer Fee 3rd Party Payer Fee - 340B Drug Program Expense - 3rd Party Payer Fee -Payroll Taxes `V1 I �� 1 ..w\.C�rcN\.- y A`y /i.v�ALVdS._ January 29, 2024 ANDREW DE LOS SANTOSc Memorial Medical Center Ilypwy,A 04 24.2+1 PROSPERITY BANK Ad" hLw•A dh 1'7-7,4 ELECTRONIC TRANSFERS FOR OPERATING ACCOUNT -- ESTIMATED ACHS Date Description MMC Notes CP51"Handwritten Amount Check" N 2,795.47 {5 901024 f 75021 902025 1,104.17- - 500570 "',,Soft 901026 9.,,,,7,,.,�.,�95 901027 9ROh.1 901028 4,442.254 500571 ?`.3867: 901029 125,655.54 f-*- 800476 134,235.00 e&,[?IK 75.92 + 53.92 + 57.95 11•ll 3A•6't 23,t.. yip 134,23—00 - 2,'t95 4 r 1 l----{{ 1+'IU4 Ii - II;vVYiti+. January 29, 2024- ANDREW DE LOS SANTOS APP11110M CH 1 c ! " r Memorial Medical Center 23'!•5'r �. 3AN 2 9 2024 2 3') • 5'r t yH CAN","I 9- 0 00 s+ 1126/24, 11:57AM tmp_cw5report5095235198B56848327.html �R1ttE''CEIVED BY THE 01/25tI2024ry AUDITOR ON MEMORIAL MEDICAL CENTER 11:57 JAN 2 6 2024 AP Open Invoice List Dates Through: Ve((ncqlo�nt 1V1NNendorrI''NNNa1mmye Class Pay Code 119'2WOIF0RQHEND'HWHCARE CENTER Invoice# Comment Tran Dt Inv Dt Due Ot Check Dt Pay Gross Discount 011724 01/24/202 01/17/202 02/18/202 2,400.00 0.00 TRANSFER NI-1Ih�1"U p6jt'-'i dtpusi4ed thk, 1�.n�L open-i�� Vendor Totals: Number Name Gross Discount 11820 FORTSEND HEALTHCARE CENTER 2,400.00 0.00 Grand Totals: Gross Discount No -Pay 2.400.00 0.00 0.00 JAN 2 6 202. 0 ap_open_invoice.template No -Pay 0.00 No -Pay 0,00 Net 2,400.00 Net 2,400.00 Net 2,400.00 file:/1/CaUserslltrevinolcpsi/memmed.cpsinet,com/u881251data 5/tmp_cw5repon5095235198856848327.html 1/1 1/25/24,. 11:57 AM tmp_cw5report2311893048275491775.html ED BY THE NEC-EryIVAUDITOR ON 01/25/�L�LN4 MEMORIAL MEDICAL CENTER 11:57JAN 2 5 2024 AP Open Invoice List Dates Through: Vendor# Vendor Name : 4H 11DUTI-�E"�R SCE ' NT Class Pay Code Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount 011924 01/24/20201/19120202/191202 8.740.00 0.00 TRANSFER OH J"I V KU PvI,A; rien0f+A 'Wh I W1l%kC QrttkTkvy. Vendor Totals: Number Name Gross Discount 11824 THE CRESCENT 8,740.00 0.00 i y Grand Totals; Gross Discount No -Pay 8,740.00 0.00 0.00 APPROVED ON gg JAN ��2�Tyy6 Z�0pp274pp 0 HQMCOUNT`/.)TEXAS 0 ap_open_invoice.template No -Pay 0.00 No -Pay 0.00 Net 8,740.00 Net 8.740.00 Net 8.740.00 ille:///C:/UsersNrevinolcpsitmemmed.cpsinet.com/u$8125/data_5/tmp_Cw5report231l893048275491775.html 1/1 1125124, 11:56 AM tmp_Cw5report6B40970512781089,html RECEIVED THE 01/2�ggl!8y AUDITOR ON MEMORIAL MEDICAL CENTER 11:56 AP Open Invoice List 0 JAN 2 5 2024 Dates Through: ap_open_invoice.template Vendor# Vendor Name Class Pay Code 1!,1,n6I O U 14DODD ENC F WgK'k"M E ALTHCA R E Invoice# Comment Tran Dt Inv Dt Due Ot Check Dt Pay Gross Discount No -Pay Net 011724 01/24/202 01/17/202 02118/202 660.88 0.00 0.00 660.88 r✓ TRANSFER 00 'lnbUmfut FyKi dt,Pgs4eck IK+0 Kw(- orri,-+two 0117245 01/24/202 01/17/202 02118/202 1,116.06 0.00 0.00 1.116.06 TRANSFER " rr 011724A 011241202 01/17/202 02/15/202 300.03 0.00 0.00 / TRANSFER 11 300.03 y� ,I Vendor Totals: Number Name Gross Discount No -Pay Net 11836 GOLDENCREEK HEALTHCARE 2,076.97 0.00 0.00 2,076.97 Grand Totals: Gross Discount No -Pay Net 2.076.97 0.00 0.00 2,076.97 APPROVED ON JgA�NuN2 5..,220�2g4�p CA�WCSIM UNiY,�T�%4� file:///C:/Userslltrevinolcpsi/memmed.cpsinet.com/u86125/data_5/tmp_cw5repon6B409705127810B9.html 1/1 1125/24, 11:57 AM Imp_cw5report5675079991285991690.html RECEIVED BY THE 01/2GaLMTY AUDITOR ON 11:57 JAN 2 5 2024 Vendor# Vendor Name 12696HOU45t9LL8t17"I TTLFP69ZA MEMORIAL MEDICAL CENTER AP Open Invoice List Dates Through: Class Pay Code Invoice# Comment Tran Dt Inv Dt Due Ot Check Dt Pay 011824 01124/202 01/18/202 02/18/202 TRANSFER N14 IVQUY1l1U py>M.k dt.p9siJea tvA',� Vendor Totals: Number Name 12696 GULF POINTE PLAZA Grand Totals: Gross Discount 224.25 0.00 APPROVED ON JAN 2 5 2024 0AL40CC/UN ,,'T%§ 0 ap_open_invoice.tempiats Gross Discount No -Pay 224.25 0.00 0.00 Gross Discount No -Pay 224.25 0.00 0.00 No -Pay Net 0.00 224.25 Net / 224.25 L/ Net 224.25 tile:tllC:lUserslltrevino/cpsVmemmed.opsinst.com/u88125/data 5/tmp_cw5report5575079991285991690.html 111 1/25124, 11:56 AM tmp_ew5report7490592975302362134.himl RECEIVED BY THE AMMAUDITOR ON MEMORIAL MEDICAL CENTER t1'JAN 2 G 2024 AP Open Invoice List Dates Through: vendor# Vendor Name Class Pay Code 'IWVVN COI IIISUN`_WAL'CAGE Invoice# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount 011724 01/24/202 01117/202 02/181202 78.53 0.00 TRANSFER IJ1d *Ansuw-r _ PTr,j dt ()tii Fed IK i+ KWkL Off-n+n1 012224 01/24120201/22/20202/22/202 4,400.00 0.00 TRANSFER I` Vendor Totals: Number Name Gross Discount 13004 TUSCANY VILLAGE 4,478.53 0.00 I qp" ! 0,wlfrvlrj, Grand Totals: Gross Discount No -Pay 4,478.53 0.00 0.00 ON JCAotCOUNTI', N�y2�y5. 2200,244 CAHOUN ITE S 0 ap_open_invoice.template No -Pay 0.00 0.00 No -Pay 0,00 Net 4,478,53 Net 78.63 V/ 4,400,00 Net 4,478.53 file:IIIC:/Userslltrevino/cpsllmemmed.cpsinel.com/u88125/data 6ftmp_cw5report7490592975302362134.html 1l1 1125/24, 11:55 AM tmp_ow5report6737974158711684775.html RECEIVED BY THE COUNTY AUDITOR ON MEMORIAL MEDICAL CENTER 01/25/2024 11:kAN 2 5 2024 AP Open Invoice List Dates Through: VenLdor# Vendor Name Class Pay Code 17920U BEqUN HANY SENIOR LIVING Involce# Comment Tran Dt Inv Dt Due Dt Check Dt Pay Gross Discount 011724 01/24/20201/17120202/18/202 378.48 0.00 TRANSFER NH IY1JUVI�nLe V! ilkt dC8/41.ttj_ IK-h MPRL I)p�rni'Inr� 011824A 01/24/20201/18/20 02/19/202 7,350.60 0.00 TRANSFER It rr 011824 01124120201/18/20202/19/202 295.79 0.00 TRANSFER a 11 Vendor Totals: Number Name Gross Discount 12792 BETHANY SENIOR LIVING 8,024,87 0.00 Grand Totals: Gross Discount No -Pay 8.024.87 0.00 0.00 APPROVED ON JC,l"CJUApNU�2 6, 2024 CALHOIIN NTY,ITEXAS 0 ap_open_invoice.template No -Pay Net / 0.00 378.48 d 0.00 7,350.60 0.00 295.79 No -Pay 0.00 Net 8,024.87 Net 8,024.87 file:///C:Nserslltrevino/cpsi/memmed.cpsinet.com/u88125/data_S/Imp_cw5report6737974158711684775.html 1I1 Maroml rr*UP GOItt Nursing flamr Oil W<.klvGAnTisn,tfier il.meerily.kee.nry Lzv/xoze auna e.aen.x. .Muni, vwwn IWW c �m� vn..Awl] ),N.W ".sr,/ 15 ...nri.�w.q.Y. x.. ]{a,a-, minizu wwre.wwrtr.wmw. ,AiN.J NmAI�f.M.N f a.laay�✓ ))) ..., s nvu V— M1ftlL YIn Fw4e aRAaM AtrIMN IWIe `' lYl].101s YwpwViGlf l 1pN,f) fi YwneMNsrrf.r .Ma01G MnM.awOr.ATxq fpNf)�' M.y.YJ✓ o,w m,.Y.m e.ra u.w Auerm ✓ rF+nu Y.n.. 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Mr513,09 l wXF WfCPMYnV1M (M(ttxitYfl 14fM.M ' ams.W VUQo WS/Al9 NG34fMOXE1l>Y MNSPMNT] Wlll L116M WVAII MSIINFSMOMGI]I6MNSrNM WO)WWWWYILI 111]50 1.156,00 WVIWI NMtfMOMfWNVMI]NWNIIItlAWLTAe yN9> VIVIoU IM1•UNNN[NNM mlA mliU 00WU1U 14'MIt S097 VV/LW WIY/OjM,CQ19F1491,IFNfUf1(317ff11tQQW .... JAmU - i 54 � W)'l� !WJ6. 16,559.11 LfglW 1,4144 VM)1W{MOYR430LUTbMMNININIna11NMWbiN SeAMIf WTjVt{ xylulNlxl CON(4NMpMNYWYIIY.0Y.H1 531400 %M.46 V31/AI[MUM6X111XS f0N[LWM1Mi U6111%Iy]WSYL VSSS.W 5334W s I/1VM1l XOWINSOIYfbNHCL1LIMrW <UlNINKOMI IMM41 - J VII/Ma NUIMMIMCOJX[1.51MDARIfUU9]51WWPll IA.. Umm M MVMSSNMIMNII P[NMN)S[WNIt8U931tl5®1 lS.IN)5 ),OHM SN 1/l1fMN a0.YmCYx PNman U6WY1651t3U10]fxJl IA)eW fip56.f5 1,Oi501 I �MN Wn}IrinnrlmVrN OevNatl M'uiMernVOrWMY11tYJIXirMMrbtlt}i ]ai}afa / Vyr1 fA9i0N /Ti Ai63 / 1fl590 aH so Hl]a !H gla9 6 ]{f 3p11 TOTN AUu" WHAH.H U.up )a9AN ai5yil 7, 47 lffI Ip)l OILN C .uw. VYMrv,.. Account Name •4067 MEMORIAL MEDICAL CENTER- OPERATING $2.082,404,21 32,151,290.77 $2,062,494,21 $1,9t4,048.69 '4365 MEMORIAL _ --- - —--"—`—" MEDICAL CENTER- $541.17 $541.17 $541.17 S541.17 CLINIC SERIES 2014 •4373 MEMORIAL MEDICAL CENTER. PRIVATEWAIVER $435.66 $435.60 $435.65 $436.66 CLEARING W81.MEMORIAL MEDICAL CENTER / S251,577,65✓ $256.937.87 $251.577.65 —" 9180.071.95 NN ASHFORD d 'NO3 MEMORIAL / MEDICALCENTER $272.630,58✓ $284.272.58 NNSRCAAENTERf ✓ $272.630.58 $240,378.97 '4411 MEMORIAL MEDICAL CENTER ! $373,384.0� $400,961.80 $373.384,09 $329.910.75 NHCRESCENT v •443I MEMORIAL _ SOLIN ATIVEST v/ $367,134.51 ,/ $403.679.95 $367,134.51 $319,047.91 HUSTONWEST NDDSTDN •4440 MEMORIAL MEDICALCENTERI ✓ $66.121.69J $77.725.53 $66.121.69 S48,400.23 NM FORT BEND •YA4 MEMORIAL MEDICALVNM GOLDEN CREEK §302.10L75 $302.101.75 $302,101.75 $306.769.97 HEALTHCARE '5133 MMC -NH GULF POINTEPLAZA. $238.31 S23B.31 $238.31 $238.31 PRIVATE PAY 'fink MMC -NH GULF POINTE PLAZA- MEDICAREIMEDICAID $194,40197 $164,619.17 $164.403.57 5149,474.55 '1506 MMC -NH BETHANY SENIOR $417.826.92 $417,825.92 $417,825.92 S365,708.45 LIVING ,107 MN H TUSCV ILL 0.. S433,917.81 $469,817.96 Y S433,917.81 $403.062.96 •3980 MMC AETHANY SR LIVING - DACA $lpp pp $t6o.oG $tnD.Go $100.00 12993 MMC MARKET MKErFUNFUND $604.779.54 $604.779.54 $604.179.64 $604.779.64 Total Balance $5,317,686.88 $5,535,327.98 $5,317,686.86 $4.863.559.11 Repwl �eee anolGAmz4ae:sT.T6a4 csT ogwzaz Memorial Medical center Nursing Home UPL Weekly Nexion Transfer Prosperity ACCountS 1/22/2024 Prcd9Yr A".N aftm ns I I11.8asa V/ 46,624.00 j 1b,500R1 Now: 0* bobnra P/Pwr36AbOwN6e tmnpmrd b Menunbahame ftw2hrharenunthwa b semrmnnn)SrWMm MMCOtpMtrd to oxenx unv JAN 8 9 2024 aymo N aNTI" 1{NH WrylMlnmlen\11H UPITmInrLmmry\tbGfJiH U]l i� Jb SrMnlry LA ]9 7a4FYr out .t A .ftto N yl"e to NuNnt sn.let.ls Ban46. ZOL161.15 VaANa QPPtA6Fh#I6fanrun4 49,51S.Fa06 Opp Swp44ar Nnw 2L941.Me it f "N Y6n411 1MIZ4.X A61urz81bnte/rrande. runt i :tteAllb4��/ Awn, N A 0aflV0EtOS L1NTOS `� iri9/Z9Z4 yu/m][ w111eNtaHwul}wclaeRlwH9tlawon 1M/Mxl rRe[oul)NHoxxu{m qm/. co4unaHYlH wsaMx awu UH/]ME )EYf/]RINIHMLRt9 Wi F1LFfSS[HfV91 Y1f/AF MW)X NYMAN9KMIN- WM)]IFMFIIMII2 Ury/]p[C PE}N[g1pl N[CWNRM tI[M]f1F]1E0139U1[ U24MM Hf'f,E1MMfPIMTCIM 9!I F][FIHHFV 11 NE/19M OMMi Nwlymi: MN9DUtMHfF MImWi19 U]YtoM 9N9Y1 U]yAIE pplp[XLMunwfl 111CGV;A 742f lm V2)/dVi NH/RFfIXM011Nl4NMAR1H9VpY0mIH NUM2{ NWTXXIEYW S•KX[CANPERI)FOOFlll9112 M=t xl!• NMl99FMPMlCOlPIPIY—IH ]FYASI G04➢pCIHFEN[[IfMF[CO[912191Ff1YdlH[ UII/All Ni.4111MYMNI VCH[MNMPMf I][HUF1H9112 twcPoena9 1. ,.,( f min/(gevi mM/fOmox dlaw QwP NH MRTI l Iaax) • / UHAY 11.4, 2110% 1,1[999 OIf 9 .19 Aulm 01 R5121,)96�F ;eelli VWif N.]il.i]' Sr9HA9. 7w. }¢wa N72 9AX)]E - 67" 1{H)V 6,10,89 14.03201 - a,M3 LWM�um L%e.W 1x96R9 - /L.,F e661490. / �wim ,/�.[99.i1 %MIN Mo.. [1W)x IgMN ✓]:!firs.. onlallcee wvervmw Account Name '4357 MEMORIAL MEDICAL CENTER- $2.082,494.21 $2.151,290.77 $2.062.494.21 $1,914,048.69 OPERATING •4365 MEMORIAL MEDICAL CENTER- S541.17 $541.17 $541.17 $541.17 CLINIC SERIES 2014 *4373 MEMORIAL -- —� - MEDICALCENTER- PRIVATE WAIVER S435.66 S435.66 $435.66 $436.66 CLEARING m 1081 MEMORIAL MEDICAL CENTER! $251,577.05 $256,937.87 $251.577.55 $180,071.95 NHASHFORD '4469 MEMORIAL MEDICAL CENTER 9272,630.58 $284.272.58 $272.630.58 $240,378.97 NHBROADMDOR `4411 MEMORIAL MEDICAL CENTER S373,384.09 $400,961.80 $373,384.09 $329,910.75 NH CRESCENT '4438MEMORIAL MEDICAL CENTER SOLERA AT WEST $367.134.51 S403,879.95 $367.134.61 S319,047.91 HOUSTON '4446 MEMORIAL MEDICAL CENTER $66,121.69 S77,725.53 S66.121.69 $48.400.23 NH FORT BEND •M64 MEMORIAL HE RE EK DSMEDICAL CREEK / S302,101.75 ✓ / $302,101.75 $302,f01.75 $306,759.97 HEALTHCARE R RE ` •5433 MMC AN GULF POINTS PLAZA- $238.31 $238.31 $238.31 $238.31 PRIVATE PAY 'SW1 MMC-NH GULF POINTS PLAZA- $164,403.97 S164,619,17 $184.403.97 $149.474.65 MEDICARE/MEDICAID •5508 MMC -ON BETHANY SENIOR $417,825.92 $417,825.92 $417.825.92 $365.706.46 LIVING '3407 MOM041HA.OE TU0 TUSVILI $433,917.61 $469,817,96 $433.917.81 $403,662.96 '3660 MMC-BETHANY SR LIVING -DACA $100.00 $100.00 5100.0D $100,00 MARKET FUND EY MARKET FUND $604,779.54 $604,779,54 $604,779.54 $804,779,54 Total Balance $5,317,685.86 $5,535,327.96 $5,317,686.86 $4,863.959.11 Rexrl9eMN144 ano{RYl4x4 ee sl ]9 PM Cat Pa"202 Memwial Medical [enter Nursing Nome llpl Weekly NM67ranskr ROSpelity ACCOVPts 1/29/2024 Indn�. AmpW leae lee.:M Yalbly p.Mlry T1.n11FTldq puVKNgq f AMIM ..^ in nil .G:.e nrnaN. I�:prllmrALhn }}aFa.fd �/� }1,}p}A}— INA1 lla.\1 h.Mn 4nlWnn }3a.f1 Vnuiw o.W Ie.wk Wnn iw.w / anwX ahtt: Mya.Wm [l owrj},ip�/WMN/ferKlbLlenwup.m. qxe }: aqn elgpn\ear.e.wa.rmnas,mmq.N.wcempnMmwnegw... RPROVED ON JAN29 2024 CyUOM1a I:VIX WwYY1hn11.nWN VA YmuN: LnwNyTipNlVl VpLTnNW }ummlry\ 19M •N:et4l.nr(fnn.Inlml 1IaJl �C JJJ MNWW4 V.Mha Tm:In1Nu Bi11YBNpnq VY4n<f ingV:bYM! .dlwl Hlnwylnndn Am, � 1N:}o)a/: �L iOTµTMFMF6 1FNIla ��YYY nripd€WT& a `Ti, n MM[P0R1MH3 _ CIPP/Camp OIPP/Camp{ Traedar-0uE %Tr.ndRr-In QIPP/CPmpt 2 CIPP/Comp! 4Npm OIPPTI NHPOR>ION 1/15/)DN WIRE OUT HMGR kw 5N41P LOmmuRal ),559.91 y� 112R/20N NNe-ECHO NCCWMPMT]460pN11 MOOWS1N56 06W 46.06 1123IM24 MNB- ECHO NttNIMPMTNTapA]] 44001A)M916 6).00 - 69." 112LEDN WIRE Our HMG R kp0rl SNf, UP 40mmcial 10,726.11 I/ugON 11NUI ECHO N[CUIIMPMT 2460p3011 MOK02f63fi] / 10,G1 / 28.61 MMCPORTION FNPP/Camp CIPP/comp{ TmOder-oul inn ,,-I 41pp/Compl 2 4PP/Campa 61apu 0HP 11 NNPORTIOH 1R612024 MERCHANT RANKED DEMO ~851b999100001 S.M]AO 5,6{>.00 IR6IIDS NORIOIRN 13A HC6NMPMT 67MZ U01MU1NI6 9,162.42 - 9,222a» ]135/2021 WIRE OOT HERE Rm5pam SNF,1P•Cammerkal W.04657 . 1/BS/2014 MOUHMIT9RNRCD WPoSN /9M]p61N8991000D1 1,65060 1,650.00 InVION NNB•FCN0 XC<WMPMTi46OOLl14WmXbTil 51,400.67 09,{00.6] 1120/20M SHE• ECHO HMUkIMPMTN60031 It OID000231US6 13.000.91 131000.11 1123/"24 3,000.]5 RNS-E 11221=4 NXp ttN0 MCC41MPMi )16WNIINW9D190433 4011b9 8,073.69 6,0]3.69 IRl/1020 MfRCMNM]Y.NCCDDLPppT 09W)651pB29910p001 1,01500 1,015.0P 1/21/]ON NORIOIAN IM. HC[WMPMib)SNI{220005M69U / 7E.391.05 / G" 7L991.05 60.2{b.5] 1W,303.9T / 5W3]i9>.! R293263 f64Ml2R lM 2.22 omamxs uvetv,ew Account Name '4357 MEMORIAL MEDICAL CENTER • $2.062.494.21 $2,151,290.7T $2,062,494.21 $1,914,048.69 OPERATING •4365 MEMORIAL MEDICAL CENTER- $541.17 $541.17 $541.17 $541.17 CLINIC SERIES 2014 _. •4313 MEMORIAL _.._.__ .�_A._.._..._. MEDICAL ER- PRIVATEWAIVER $436.66 1435.66 $435.66 $435.66 CLEARING '4381 MEMORIAL MEDICAL CENTER $251,577.65 $256,937.87 $251,577.65 $180,071.95 NH ASHFORD 'N04 MEMORIAL MEDICALCEN7ERI $272,630.68 S284,272.58 $272.630.68 $240.378.97 NH BROADMOOR '441I MEMORIAL MEDICAL CENTER $373,384.09 6400,961.80 $373,384.09 $329,910,75 NH CRESCENT OWAL MELCENTE MEDI SCLE A ATWESRl HOLEMN YYEST $367.134.51 $403,679.95 $367.134.51 $319.047.91 HOUBTON '4496 MEMORIAL MEDICAL CENTER $66.121.69 $77.725.53 S66,121.69 $48,400.23 NH FORT SEND '4454 MEMORUIL MEDICALINH GOLDEN CREEK $302,101.75 $302.101.76 $302.101.75 53D6,769.97 HEALTHCARE -5433 MMC -NH GULF— --��-��-- POINTEPLAZA - $238.31 $239.31 $238.31 $238.31 PRIVATE PAY •6441 MMC -NH GULP' / POINTE PIMP- / 5164,403.97 $164,619.17 $164,403.97 $149.474.55 MEDICAREIMEDICAID ' '6500 MMC -NH BETHANYSENIOR S417,825.92 S417,825.92 $417,826.92 $365.708.45 WING TUSCANY VILLNGE MAW •Nx TUSC S433,917.81 $469,817.96 $433 917.61 g403.662.96 -3660 MMC-BETHANY OR LIVING • BAD; g10000 $100.00 $100.00 $100.00 '2903M MMC-N MAR FUMI) D $60477954 $604,779.54 $694.779.54 $604,770,64 Total Balance SS.31T,6B(L8S $5,535.327.98 $9,317,686.86 $4,063,559.11 Repon 5eneme4 e�01RBR02/04;52:39 AM CST PC; 2M2 Memorlal Medlpal Center NYraing ROMP. UPL Weekly TO9CON Transfer Prosperity ACCooms 2/29/2024 RM u. MRw[ AyYny _ Nnountbk yy.q�m. .anR /Ilrn.lxan P.l4aM ormuN .... �__ Tm�ykllralyNi ILsj11�•e_ 2+AY r 'S Ifj90.�93�1I6.ON.]J .---.________._._ ,t•' 9n.911B1 9,19939 y Nnbtla.R lI9.92B1 V.•i.rw9 IewrNk4nR Icy YtlIm NPPxpunnk. l.)A>m OK nn..%—,.wall %Gan/ 4n.ric wdPa,nx. IsaOBI!✓// atlluO A.Ynurr�Pn�Ajl Aml b 19rH�v xY.rMry6duwr u/a'xttOLW kxm../mdrorAeNnvn9lw. 1ISl'(IE.9X�_•�G4uM �� Hwy xxer=eebxavRrmreevre.rwnatuoaxN.>fcePemnrerxenRvol,x Niouwo surtos Vnrlor9 JAN 2 9 2024 CALHOUN COUNRTEXAB MMCPORTION QIPP/Comp QIPP/Camp QIPP/Carp Tmm7ef42ut Tf4mko-ln 1 QIPP/CaMp2 3 4&WW QIPP TI NHPORTION II,241.47 12,247.47 sep0738 . 1R,356.58✓ 19,007.38 , 23,s44.1a 23,144.20 863.75 963.75 • 31D,603.73 - 310,603.73 47,150.02 47,150.B2 •. 7,7n.62 354150 -62L12. 1,01057 2,349A3. 5,632.56 2,09L06' 839420 629420 1/26/2014 HUB -E05O HCMMMPMT 7460D341144pD00201370 1/26/3024 HUB. ECHO MCMCMPMT 746003411440000MWN L2S/2024 WIRF OUT UNBARFNTERPRISES,UC V2512024 D4p02h V25/2024 HUB -ECHO HCMMMPMT746W3411440POD265986 1/25/2014 NONTAS SOU1 M HCCUUMPMT 676201420000171 1/23/2024 HUB -E010 HCC W.PMT 746OD3411440000295817 1/23 24 WEUPOINTCOAPEiAYMENTRS273]79S31,10000 U2212024 HUB -9010 HC0 IMPM7746001411440DW246567 1$A%.58_- 426,03q.371 3541.50 82L32 2,010.57 2349.43 5.632.56 / 420,401.81 oawmwa vverwew Account Name '4351 MEMORIAL MEDICAL CENTER- $2.062,494.21 $2.151,290.77 $2,062.494,21 $1,914.048.69 OPERATING '4305 MEMORIAL -- ---��_—_ — MEo1CALCENTER• $541.17 $541-17 $541.17 $541.17 CLINIC SERIES 2014 '4377 MEMORIAL_..�_._.._— MEDICALCENTER• PRIVATE WAIVER $435.65 $435.66 $435.66 $435.65 CLEARING •4301 MEMORIAL MEDICALCENTERI $251,577.66 $256,937.87 $261.677.65 $120,071.95 NH ASHFORD W03 MEMORIAL MEDICALCENTER! $272,630.58 11284,272.58 $272.630.58 $240.378.97 NHBROAOMOOR •4411 MEMORIAL MEDICALCENTERI $373,384.09 $400,961.80 $373,394.09 $329,916.76 NH CRESCENT '4430MEMORIAL MEDICALCENTER I SOLERAAT WEST $367.134.51 $403,679.95 S367,134.51 S319,047.91 HOUSTON •/N6 MEMORIAL MEOICALCENTER7 $88,121.69 $77.725,53 $66,121.69 $48,400.23 NH FORT BEND '4454 MEMORIAL MEDICAL NH $302,101.75 $302,101.75 $302.101.75 $306,759.97 GOWEN CREEK HEALTHCARE '6433 MMC -NH GULF POINTE PLAZA- $238.21 S238.31 $238.31 $238.31 PRIVATE PAY •5441 MMC -NH GULF POINTE PLAZA- $164,403.97 $164.619.17 $164,403.97 S149.474,55 MEDICAREMEDICAIO -6$04 MMC -NH BETHANY SENIOR $417,826.92 $417,826.92 $417,825.92 $365.708.46 LIVING MC % '3407MYILVILH S433,917.81J $469,817.96 $433,917.81 5403,862.96 TUSCANYL �/ .3860 LIVING MMC aANY SR LIYINO • DACACA SR $10000 $100.00 $100,00 $10000 '2008 MMC-MONEY MARHETFUND S604,779.64 $604,779.64 $604,779.64 $504,779.64 Total Balance $5,31Y,886.86 $6,515,327.98 $5,317,688.66 $4,803,559.11 RepttipN MWa 01r2iI4t02d":s1;36AN CST P..2 a19 Memerlal Mealol Center NuMIM91110me UPL Weekly HSLTransler ProlpefftVACCOUM IP911024 nw+nin Anwn MILVVK xWrtlbmn r.Wr aaWw i[blil � uwr o.Yer..rnawe'f9.ao.Jfeean+ymMroww++uytawe Atle S re,aRawrm.neowmre.auroumw,uca�m:Ntl m wm smwr. 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IN.dpd f/1t/lpib dpw I/NMH dpY yN/SJH MfpxS pf011d IfIn�MIMI {131]16Swhf1] yMid1W mAE G]IMMT 4VA4MN,LLC Vif}w1t dpue Viflwlf XXP-CCINMC[uMMI]I6WI1l]HCIW}SSn9 OV204 NNp-ICN'JIIC[IAWfMf]CLwMIINMVOIOIt M wt xpmKfOlY1KKIXCCWM]NI WiNIIA w yt�/jw4.dalMx w:i�bXNrA4NwMIplDlu llwlnia.. 1/lVmH d9wX NMIl WVH M] AffSW H ]]]W)t I7WlwIM99 V]]INH M,"4 IMAM9K X[OIJMPM lllw]NII1916! 1RL10u dlwM V3V)Wa 4prs L1LAH dpu WI/mu dpM IR]PmiC dpw V ]/w/wMI. dpw 11 dpw uvnpH XN M WMTMN#4UrINwYI&4II4 It III yt}(AII]mv11KHlYlwXMCCNIMMII{IW{Ilf�plfl MMC90xTXN1 SnaRSfl11 Tnniln-In gPP/CaMpl gpll<MP3 Wp/pempl QIPP/ QIPPII MxPdM10x AM6!} - 9�Wt99 4wl.w 4,OOID1 f611P.6 }AN].n 4A) ll SILS9 19903f L1.991.99 H.M1 H I'M Rill 1191.19 - 11H.19 ].IH9t ]-49x9] 119916 3,uf.M 9r3032 13f66f 4999F9 9.9fL51 1.A].w I:WQ 6947.91 - 69r341 1l w z IASIH Ad1.P} 31H1] ]}91,V Af10W 9jwm 59AS193 59,OH,w 1.1,20 6%i.m L ]]i m V" ' UI! x,%O]] YLLi 9WA1 X89.S36,e1 H]901P.� S.HS.K Li%w Ls"m Imir imizi / M i4ly/ ou.bf"* wvvf Muw Account Name •4357 MEMORIAL MEDICAL CENTER- $2.062.494.21 $2.151,290.77 $2,062,494.21 $1,914,048.69 OPERATING •4305MEMORIAL MEDICAL CENTER- 5541.17 $541.17 $541.17 $541.17 CLINIC SERIES Z014 •4373 MENORIAI. MEOICALCENTER- PRIVATE WAIVER $435.65 $435.66 $435.66 $435.60 CLEARING •4301 MEMORIAL MEDICALCENTERI $251,577.65 $256.937.87 $251.577.65 $180,071.95 NHASHFORD _.� '4403 MEMORIAL ^.. MEDICAL CENTER $272,630.68 S284,272.58 S272,830.58 $240,378.97 NHRROAOMOOR VBI MEMORIAL__— MEDICALCENTERI $373.384.09 S400,961.8D $373.384.09 $329,910.75 NH CRESCENT •4130 MEMORIAL MEDICAL CENTERLERA AT WEST WE6T $357,134.61 $403.679.95 $367,134.51 $319.047.91 HOUSTON XOU9iON •4448 MEMORIAL MEDICALCENTERI $86.121.69 $77.725.53 566,121.69 S48.400.23 NN PORT SEND •4454 MEMORIAL LNH GOLDEN CREEK GO $302,101.75 $302,101.75 $302,101.75 $3C6,759,97 HEALTHCARE dS133 MMC AN GULF POINTE PLAZA- $238.31 $236.31 $238.31 $238.31 PRIVATE PAY •S141 MMC 4iH GULF POINTE PLAZA- $154,403.97 $164.619.17 $164,403.97 S149,474.65 MEDICAREIMEDICAID •5506 MMC 41H BE HANY SENIORi' S417,825.92 $417,826.92 $417.625.92 S365,70B.45 J`✓ N0707 WMM VNYVILILLAGE $43391781 $489,817.96 $433,917.81 3403,662,9E '3460 MMC-BETHANV SR LIVING -OACA $100,00 $100.00 $100.00 $100.00 •2103 MMC -MONEY MARKETFUND $604,779.54 $6D4.779.54 $604,779,54 $604.779.54 Total Balance $5.317.680.86 65.535.327,98 $5,317,686.86 K863,659.11 RepaR9m .,.dw 01Oa'302100:51�36 AM MT P1512u12 MEMORIAL MEDICAL CENTER CHECK REQUEST P Memorial Medical tenter A Y E E Date Requested: 1/29/2024 APPWW® ON J�ApN 2 9 220024 GALHOUN &ATY,'MAS FOR ACCT USE ONLY ❑lmprest Cash ❑ AM Check ❑ Mail Check to Vendor ❑ Return Check to Dept AMOUNT: $ 9,722.89 G/L NUMBER: 10255040 EXPLANATION: Y6 Adj 1 and Wellpoint Nov REQUESTED BY: Caitlin Clevenger AUTHORIZED BY: } I I \fi�)Ar'.. i 1291211- Ashford P MMC A Y E E AMOUNT: MEMORIAL MEDICAL CENTER CHECK REQUEST Date Requested: 1/29/2024 APPROVED ON JAN 2 9 2024 CAUIOUN COUNTYITEXA6 FOR ACCT USE ONLY ❑ Imprest Cash ❑ A/P Check ❑ Mail Check to Vendor ❑ Return Check to Dept $ 32,349.83 ,/ G/L NUMBER: 10255040 EXPLANATION: Wellpoint Y6 Adj 1, Wellpoint Nov REQUESTED 8Y: Michelle Cumberland AUTHORIZED BY: j,;�-✓rty, , �._.� -, �,� +,tV..,�4 : Broadmoor P MMC W Y MEMORIAL MEDICAL CENTER CHECK REQUEST Date Requested: 1/29/2024 E E APPROVED ON g JCAoN�72y9p�2024�7p� CAR0%U000NTY, ITBt<A8 FOR ACCT USE ONLY ❑ Imprest Cash ❑ A/P Check ❑ Mail Check to Vendor ❑ Return Check to Dept AMOUNT: $ 12,055.56 / G/L NUMBER: 10255040 EXPLANATION: Wellpoint Y6 Adj 1, Wellpoint Nov REQUESTED BY: Michelle Cumberland AUTHORIZED Crescent, P MMC A Y E MEMORIAL MEDICAL CENTER CHECK REQUEST Date Requested: 1/29/2024 FOR ACCT USE ONLY ❑ Imprest Cash E APPROVED ON ❑ A/P Check Bgyy JJA��N2 9 2024 ❑ Mail Check to Vendor CAI40&�OU I ❑ Return Check to Dept / NTH TEXAS AMOUNT: $ 8,920.96 V/ G/LNUMBER: 10255040 EXPLANATION: Wellpoint Y6 Adj 1, Wellpoint Nov REQUESTED BY: Michelle Cumberland AUTHORIZED BY: I l A f 2-(+ Fort Bend/ P MMC A Y C E MEMORIAL MEDICAL CENTER CHECK REQUEST Date Requested: 1/29/2024 APPROVED oN JAN 2 9 2024 @Y `t9}'"W.AU0ITQR FOR ACCT USE ONLY ❑ Imprest Cash ClA/P Check [I Mail Check to Vendor El Return Check to Dept CA HO. g AMOUNT: $ 10,369.41 / G/L NUMBER: 10255040 EXPLANATION: Wellpoint YG Adj 1, Wellpolnt Nov REQUESTED BY: Michelle Cumberland AUTHORIZED BY: LtIvy'lr r .:- l (-IAq I z4 Golden Creek P A Y E E AMOUNT: MEMORIAL MEDICAL CENTER CHECK REQUEST MMC Date Requested: 1/29/2024 APPROVED ON JAN 2 9 2024 FOR ACCT USE ONLY ❑ Imprest Cash ❑ A/P Check ❑ Mail Check to Vendor ❑ Return Check to Dept OALHOUN COUNTI',ITEXA9 $ 10,224.35 % G/L NUMBER: 10255040 EXPLANATION: Superior Y6 Adj 1 REQUESTED BY: Michelle Cumberland AUTHORIZED BY: Tusca P A Y E E AMOUNT: MEMORIAL MEDICAL CENTER CHECK REQUEST MMC Date Requested: 1/29/2024 EXPLANATION: N 2 9 2024 dA@wt�'2�b'u�}�41�as FOR ACCT USE ONLY ❑ Imprest Cash ❑ A/P Check ❑ Mail Check to Vendor ❑ Return Check to Dept $ 20,840.98. 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