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2021-08-03 10:00 REGULAR MEETING
C xE op +�s 02. F BSP MINUTES AUGUST 3, 2021 BRAZOS COUNTY COMMISSIONERS COURT REGULAR MEETING A regular meeting of the Commissioners' Court of Brazos County, Texas was held in the Brazos County Commissioners Courtroom in the Administration Building, 200 South Texas Avenue, in Bryan, Brazos County, Texas, beginning at 10:00 a.m. on Tuesday,August 3, 2021 with the following members of the Court present: Duane Peters, County Judge, Presiding; Steve Aldrich, Commissioner of Precinct 1; Russ Ford, Commissioner of Precinct 2; Nancy Bevy, Commissioner of Precinct 3; Irma Cauley, Commissioner of Precinct 4, Present by Teleconference; Karen McQueen, County Clerk. The attached sheets contain the names of the citizens and officials that were in attendance. 1. Invocation and Pledge of Allegiance -U.S. and Texas Flag—Commissioner Berry 2. Call for Citizen input and/or concerns There was no Citizen input. Consider and take action on agenda items: 3-18 3. Acceptance of donated or unclaimed property items left by inmates leaving the Brazos County Jail. A copy of the donation form is attached. F oi. sa PQ.E Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry; Cauley, Ford, Peters. 4. Request approval to wire transfer$416,281.85 from the Brazos County LPPF for Uniform Hospital Rate Increase Program (UHRIP). Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Steve Aldrich. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 5. Request from Juvenile for the following personnel changes with effective date as of September 1, 2021. These changes will have no effect to the FY 21 Juvenile Budget. • a. Move Quality Assurance Administration-Juvenile, Class Code 82812 Position 1,from 31010010 -TYC Parole-Court to 31000100 -Juvenile Services- Probation • b. Move Secretary-Juvenile, Class Code B2865 Position 1,from 31010010- TYC Parole-Court to 31000100 -Juvenile Services - Probation • c. Move Parole Aide-Juvenile TYC, Class Code 2829 Position 1, from 31010030 -TYC Parole Community Based to 31000130-Juvenile-Community Mental A copy of the position control changes is attached. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 6. Approval of the MOU Clinical Psychology Services Agreement between Texas A&M University and Brazos County Commissary Fund Oct 1, 2021 -September 30, 2022. A copy of the Memorandum of Understanding is attached. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Steve Aldrich. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 7. Approval of the Cooperative Agreement Between Texas A&M AgdLife Extension Service and Brazos County. A copy of the Cooperative Agreement is attached. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 8. Approval of Proposals#CIP 21-649 for structural assessments with Gessner Engineering. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Steve Aldrich. Other. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 9. Renewal of Contract#21-141 R for Medical and Health Services for Brazos County with voi. P9. l Dr. Joel Richards, D.O. aka Richards Emergency Services, PA. A copy of the renewal of contract is attached. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 10. Consider and take action on the Wickson Creek Special Utility District utility permit to construct a road bore for a 2 inch water line crossing under Long Trussel Road 5,310 feet southeast of FM 2038. Site is located in Precinct 2. Motion:Approve, Moved by Commissioner Russ Ford, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 11. Approval of variance request from Civil Engineering Consultants pertaining to Green Branch Ridge Subdivision Phase 7B to waive detention requirement, Brazos County Subdivision Regulations,Article 7.1-1.7. Site is located in Precinct 2. Motion:Approve, Moved by Commissioner Russ Ford, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 12. Approval of expenditure journal entry for Brazos County's FY 20-21 4th quarter cash contribution of$119,507.25 to the Brazos County Health District. Motion:Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 13. Tax Refund Applications for the following: Overpayments • a. Carolyn Northcutt-$17.00 • b. Agnes S Baker Revocable Living Trust% Rodney Baker-$40.59 • c. Lereta, LLC -$1,526.55 Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 14. Budget Amendments. Budget Amendments FY 20/21 42.1 -42.5 42.1 Reallocate funds for Constable, Precinct 3. 42.2 Reallocate funds forAgri-Life Building 42.3 Reallocate funds for Road and Bridge. 42.4 To recognize revenue for County Transportation Infrastructure Grant. Fvol. � . 42.5 Transfer funds from Road and Bridge to County Transportation Infrastructure Fund. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 15. Personnel Change of Status. • a. Employment& Separations • b. Personnel Action Forms Judge Peters recognized Deputy Paul Prestwood, the newest addition to Constable, Precinct 4. A copy of the Personnel Change of Status requests is attached. Motion:Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Steve Aldrich. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 16. Payment of Claims. Claims 8108996-8109127 9002533-9002601 Motion:Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Russ Ford. Passed. 5-0. Ayes:Aldrich, Berry, Cauley, Ford, Peters. 17. Convene into Executive Session Pursuant to the following: • a. Texas Government Code §551.072 to deliberate the purchase, exchange, lease, or value of real property. • b. Texas Government Code §551.0725 to deliberate business and financial issues related to a contract being negotiated. At this point, the County Judge announced the Court would consider items 19 through 23 and then return to convene into Executive Session. Having considered the previously noted agenda items, at 10:12 a.m.the County Judge stated that the Court would convene into Executive Session to deliberate Executive Session (a) pursuant to Section 551.072 as stated above. Judge Peters noted that Executive Session (b)is no longer needed. The following individuals were asked to stay for the session: Cheryl Coffman, Executive Assistant Ed Bull, Chief of Staff/Civil Counsel Bruce Erratt, Civil Counsel 18. Consider and possible action on Executive Sessions. At 10:24 a.m. the County Judge announced the meeting open to the public and Vol. Pg. announced that no action would be taken on the Closed Executive Session. 19. Acknowledgement of the 2019-2020 Brazos County Emergency Services District (ESD)#4 Financial Audit. The Court acknowledged receipt of the 2019-2020 Brazos County Emergency Services District#4 Financial Audit. 20. Juvenile Director's report on detention population. Juvenile Director Linda Ricketson reported there are 31 juveniles in the detention center, 26 are male and 5 are female, and 19 have electronic monitors. There are 4 youth in isolation as per medical protocol for new intakes. 21. Sheriff's report on inmate population. Chief Deputy Paul Martinez stated there were 580 inmates in jail, 501 inmates are male and 79 are female,43 have electronic monitors and 7 are pending for processing. 22. Announcement of interest items and possible future agenda topics. There were no announcements. 23. Call for Citizen input and/or concerns Jim Bouse with Brazos Wifi expressed his interest in partnering with Brazos County on expanding rural broadband within the County through the use of Infrastructure Grant Funds. 24. Adjourn. Vol. 3e:70 Pg. The foregoing minutes of the Commissioners Court Meeting held August 3, 2021 have been examined and are approved in open Court this 14th day of September 2021, in Bryan, Brazos County, Texas. Duane Peters Steve Aldric County Judge Commissioner, Precinct 1 Russ Ford Nancy Berry Commissioner, Precinct 2 Commissioner, Precinct 3 —6���ao-t'tLi Irma Cauley Commissioner, Precinct 4 Attest: are McQueen County Clerk Vol. 2-9' � Pg. t-19 i M9 0 TE AT � IENGUE -BW V{i COU LEStf0- fl� 3 p u J A Ty OF'D BRAZOS COUNTY BRYAN, TEXAS NOTICE OF MEETING AND AGENDA BRAZOS COUNTY COMMISSIONERS COURT THE COMMISSIONERS COURT OF BRAZOS COUNTY WILL MEET IN REGULAR SESSION ON AUGUST 3, 2021 AT 10:00 AM IN THE COMMISSIONERS COURTROOM OF THE COUNTY ADMINISTRATION BUILDING, 200 SOUTH TEXAS AVE., SUITE 106, BRYAN, TX 77803 1. Invocation and Pledge of Allegiance -U.S. and Texas Flag— Commissioner Berry 2. Call for Citizen input and/or concerns Consider and take action on agenda items: 3-18 3. Acceptance of donated or unclaimed property items left by inmates leaving the Brazos County Jail. 4. Request approval to wire transfer$416,281.85 from the Brazos County LPPF for Uniform Hospital Rate Increase Program (UHRIP). 5. Request from Juvenile for the following personnel changes with effective date as of September 1, 2021. These changes will have no effect to the FY 21 Juvenile Budget. • a. Move Quality Assurance Administration-Juvenile, Class Code B2812 Position 1, from 31010010-TYC Parole-Court to 31000100 -Juvenile Services - Probation • b. Move Secretary-Juvenile, Class Code B2865 Position 1,from 31010010 - TYC Parole-Court to 31000100 -Juvenile Services - Probation • c. Move Parole Aide -Juvenile TYC, Class Code 2829 Position 1,from 31010030-TYC Parole Community Based to 31000130-Juvenile-Community Mental 6. Approval of the MOU Clinical Psychology Services Agreement between Texas A&M University and Brazos County Commissary Fund Oct 1, 2021 - September 30, 2022. 7. Approval of the Cooperative Agreement Between Texas A&M Agril-ife Extension Vol. Pg. Service and Brazos County. 8. Approval of Proposals#CI P 21-649 for structural assessments with Gessner Engineering. 9. Renewal of Contract#21-141 R for Medical and Health Services for Brazos County with Dr. Joel Richards, D.O. aka Richards Emergency Services, PA. 10. Consider and take action on the Wickson Creek Special Utility District utility permit to construct a road bore for a 2 inch water line crossing under Long Trussel Road 5,310 feet southeast of FM 2038. Site is located in Precinct 2. 11. Approval of variance request from Civil Engineering Consultants pertaining to Green Branch Ridge Subdivision Phase 7B to waive detention requirement, Brazos County Subdivision Regulations,Article 7.H.7. Site is located in Precinct 2. 12. Approval of expenditure journal entry for Brazos County's FY 20-21 4th quarter cash contribution of$119,507.25 to the Brazos County Health District. 13. Tax Refund Applications for the following: Overpayments • a. Carolyn Northcutt-$17.00 • b. Agnes S Baker Revocable Living Trust% Rodney Baker-$40.59 • c. Lereta, LLC -$1,526.55 14. Budget Amendments. Budget Amendments FY 20/21 42.1 -42.5 15. Personnel Change of Status. • a. Employment& Separations • b. Personnel Action Forms 16. Payment of Claims. 17. Convene into Executive Session Pursuant to the following: • a. Texas Government Code §551.072 to deliberate the purchase, exchange, lease, or value of real property. • b. Texas Government Code §551.0725 to deliberate business and financial issues related to a contract being negotiated. 18. Consider and possible action on Executive Sessions. 19. Acknowledgement of the 2019-2020 Brazos County Emergency Services District (ESD)#4 Financial Audit. 20. Juvenile Director's report on detention population. 21. Sheriffs report on inmate population. 22. Announcement of interest items and possible future agenda topics. 23. Call for Citizen input and/or concerns 24. Adjourn. Vol. Pg. I $` PUBLIC COMMENTS Public Comment during the Commission Meeting may be for all matters,both on and off the agenda,and be limited to four minutes per person. Persons are invited to submit comments in writing on the agenda items and/or attend and make comment at the Commission meeting.Members of the public are reminded that the Brazos County Comirdssioners Court is a Constitutional Court,with both judicial and legislative powers,created under Article V,Section 1 and Section 18 of the Texas Constitution.As a Constitutional Court,the Brazos County Commissioners Court also possesses the power to issue a Contempt of Court Citation under Section 81.024 of the Texas Local Government Code.Accordingly, members of the public in attendance at any Regular, Special and/or Emergency meeting of the Court shall conduct themselves with proper respect and decorum in speaking to, and/or addressing the Court;in participating in public discussions before the Court;and in all actions in the presence of the Court.Those members of the public who are inappropriately attired and/or who do not conduct themselves in an orderly and appropriate manner will be ordered to leave the meeting.Refusal to abide by the Court's Order and/or continued disruption of the meeting may result in a Contempt of Court Citation. it is not the intention of the Brazos County Commissioners Court to provide a public forum for the demeaning of any individual or group.Neither is it the intention of the Court to allow a member(or members)of the public to insult the honesty and/or integrity of the Court,as a body,or any member or members of the Court,or County employees,individually or collectively.Accordingly, profane,insulting or threatening language directed toward the Court and/or any person in the Court's presence and/or racial, ethnic or gender slurs or epithets will not be tolerated.Violation of these rules may result in the following sanctions: 1.cancellation of a speaker's time; 2.removal from the Commissioners Court; 3.a Contempt Citation;and/or 4.such other and/or criminal sanctions as may be authorized under the Constitution,Statutes and Codes of the State of Texas. The County Commissioners Court can deliberate or take action only if a matter has been listed on an agenda properly posted prior to the meeting. During the public comment period,speakers may address matters not listed on the published agenda.The Open Meeting Law does not expressly prohibit responses to public comments by the Commissioners Court. However,responses from the County Judge or Commissioners to unlisted public comment topics could become deliberation on a matter without notice to the public.To ensure the public has notice of all matters the Commissioners Court will consider,the County Judge and/or Commissioners may choose not to respond to public comments,except to correct factual inaccuracies,recite existing policy in response to an inquiry or to ask that a matter be listed on a future agenda.See Texas Open Meetings Act Section 551.042. INVOCATION Any invocation that may be offered before the official start of the Court meeting shall be to and for the benefit of the Court.The views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the Court and do not necessarily represent the religious beliefs or views of the Court in part or as a whole. No member of the community is required to attend or participate in the invocation and such decision will have no impact on their right to actively participate in the business of the Court. The Commissioners Courtroom of the County Administration Building,200 South Texas Ave.,Suite 106, Bryan,TX 77803 is wheelchair accessible. Handicap parking spaces are available.Any request for sign interpretive services must be made two working days before the meeting.To make arrangements,please call(979)361-4102. V®9. pg, Pg of BRAZOS COUNTY COMMIS SIGNER' S COURT DAY OF , 20 c;?v AM/ , —� Name Organization (PLEASE PRINT) (PLEASE PRINT) 6C 5 �-�),s CA bco-c po� �J ,- �0, 0 ("'re cm S-q< P?+v I s `fir-z�,S E-)A �,�? J Pgof 9, BRAZOS COUNTY - COMMISSIONERS COURT <2A,& DAY OF ; 20,-e-,Z AM/PM, Name Organization (PLEASE PRINT) (PLEASE P :T) / 9 � ry okry Wti G n ct ti�'1 C`! Vol. 338 pg. 134 BRAZOS COUNTY,TEXAS ACCEPTANCE OF DONATED/AWARDED PROPERTY DONATION OF COUNTY PROPERTY Data 07126/21 MAcceplance of Donated/Awarded Property E]Donation of County Property (Awarded property requires signed court documentation) rJAcceptance of Donated Inmate Property (Requires signed inmate documentation—NO VALUE ASSESSED) Item Description: Please provide all information requested below as applicable to the property being accepted or donated. Forms containing any blank fields will be returned for completion. Make: Model: Year. SNNIN#: Functional Non-Functional. Explain if Non-Functional Additional Description/information:Clothing,Jewelery,Electronics and other mise items left by inmates leaving the Brazos County Detention Center in the month of May 2021, Estimated Value: Acceptance of Donated Pro r Donation of County Property Check the appropriate account based on Check the appropriate entity property being estimated value of property being accepted: donated to: 61135000(Donation-Other)* Government Entity: Brazos County Sheriffs Office 60010000(No Asset Tag-Under$500) Organization Name �670I0000(MinorPmperty-$500-54999) Other(Duo to Statuatory ❑80010000(Capital Property-Ovec S5000) requirements prior approval is required by Purchasing: Organization Name •Donation—Other account 61235000 is to be used ONW for caskleheck funds donated to Brazos County. I certify that the above-mentioned item has been donated or awarded to Brazos County. This item has been received in good faith and upon approval by Commissioner's Court will become a part of the General Fixed Asset Account of Brazos County. The determination to accept or reject the donation will be made at the soic discretions of Commissioners Court based upon such things as usefulness,projected operating, maintenance and insurance costs. Requesting Department: Brazos County Sheriffs Office Department Name Authorized Signature Organization Receiving Donated Property: Authorized Signature App Com on t s 3 day of A U I Commisstoners Court Approval l BRAZOS COUNTY DETENTION CENTER INMATE PROPERTY DISPOSITION FORM Date Inmate Left Facility 5/21/21 JAIL ID#:319890 SO#:35131804 This is to advise you, THOMPSON, RICARLOS BERNARD, that the Brazos County Office of the Sheriff will grant you a period of one week(five working days) to have anyone of your choice to pickup and/or receive any and all property that you have accumulated during your time incarcerated in the Brazos County Detention Center. In the event that no one has picked up your property after the expiration of one week(five working days),any and all property will be dona-te-d to the Brazos County Sheriff and disposed of to the person(s) or organization of choice by order of the Sheriff of Brazos County, Texas. Your property will not be released to any one other than the person you designate to pick it up,and can be picked up from the Release Lobby of the Brazos County Detention Center 1835 Sandy Point Rd. Bryan,TX 77803.To avoid long wait tithes schedule the Rickun(24 hours in advance). LIST OF PROPERTY 1)OA—ft d11r,1G�r,.�.i� 6)011%MAW 4Mj&TQVYA 2) WV. �AM�b (3GN o% SIrorISI�ed�p.�,vS 7)NV-m4n Paul 3)M&Wrjyrj[a (ares 8)$2hM§111"4eSW& 4) 9}><5 atn i dr pedpw _ 5) 1Yks10) i�s►�lfl�c+,kyf �a �y how Signature of Inmate: Date:5/21/21 Time:0630 Signature of Jailer. Date:5/21/21 Time:0630 Property disposed by: Date: Time: Person designated to pick up property: 1 Name: q ne-S G r,SS e S-Z.1 Address: .23 ) !'Y10 SS S4re-Q-+ rt, gfi 7 h X Telephone: 7 q-) 1/0 Z 0 Ll f a Signature of Officer Releasing Property Date: i Signature of Person Pick up Property Date: (Include a copy of the person's identification that is picking up the property) form:1825 Inmate property L1{spOMM a V0I. Pg. BRAZOS COUNTY DETENTION CENTER INMATE PROPERTY DISPOSITION FORM Date Inmate Left Facility 5/17/21 JAIL HW:304522 SO#-.128208 This is to advise you,MOORE,LORENZO LEE,that the Brazos County Office of the Sheriff will grant you a period of one week(five working days)to have anyone of your choice to pickup and/or receive any and all property that you have accumulated during your time incarcerated in the Brazos County Detention, Center. In the event that no one has picked up your property after the expiration of one week (five working days),any and all property will be donated to the Brazos County Sheriff and disposed of to the person(s)or organization of choice by order of the Sheriff of Brazos County,Texas. Your property will not be released to any one other than the person you designate to pick it up,and can be picked up from the Release Lobby of the Brazos County Detention Center 1835 Sandy Point Rd. Bryan,TX 77803.To avoid lone wait times schedule the aickua(24 hours in advance). LLST OF PROPERTY n 2)Irva. esw 7), 3) 210V%11e.loo,Msrrr 8) 4)&&hOPA 9) 5) 10) Signature of Inmate: Date:5/17/21 Time:0600 Signature of Jailer. Date:5/17/21 Time:0600 Property disposed by: Date: Time: Person designated'to pickup property: Name: ctlart-m -S&Lsoo Address: %05- AlOwnswN H-stw Ti. Telephone:_NLOG) 3s3-6110 Signature of Officer Releasing Property Date: Signature of Person Pick up Property Date: (Include a copy of the person's identification that is picking up.the property) Form:18251 nmaW?mWrtV t&posHbn Vol. u 9 BRAZOS COUNTY DETENTION CENTER INMATE PROPERTY DISPOSITION FORM Date Inmate Left Facility 6zhr i JAIL ID#:319435 SON: 106511 This is to advise you, RAMIRM, SALVADOR OCAMPO,that the Brazos County Office of the Sheriff will grant you a period of one week(five working days)to have anyone of your choice to pickup and/or receive any and all property that you have accumulated during your time incarcerated in the Brazos County Detention Center. In the event that no one has picked up your property after the expiration of one week(five working days),any and all property will be donated to the Brazos County Sheriff and disposed of to the person(s) or organization of choice by order of the Sheriff of Brazos County, Texas. Your property will not be released to any one other than the person you designate to pick it up,and can be picked up from the Release Lobby of the Brazos County Detention Center 1835 Sandy Point Rd. Bryan,TX 77803.To avoid long wait times schedule the nickuo_(24 hours in advance). / LIST OF PROPERTY I} Z� f?(�oC� 6) 1 2) 7) 3) �y a �.C: 8) If 5)_, �" 10) i Signature of Inmate: VP )J• Date: Time: Signature of Jailer: _ .0 L Date: /19 Time: Property disposed by: Date: Time: Person designated to pick up property: Name: Address: Telephone: Signature of Officer Releasing Property Date: Signature of Person Pick up Property Date: (Include a copy of the person's identification that is picking up the property) Form:110 Inmate Property Dlspositlon Vol. MnPg. Q� BRAZOS COUNTY DETENTION CENTER INMATE PROPERTY DISPOSITION FORM Date Inmate Left Facility 5/4/21 JAIL ID#:308364 SO#:69036 This is to advise you,BERRERA,BRAULIO PASCUAL,that the Brazos County Office of the Sheriff will grant you a period of one week(five working days)to have anyone of your choice to pickup and/or receive any and all property that you have accumulated during your time incarcerated in the Brazos County Detention Center. In the event that no one has picked up your property after the expiration of one week(five working days),any and all property will be donated to the Brazos County.Sheriff and disposed of to the person(s)or organization of choice by order of the Sheriff of Brazos County, Texas. Your property will not be released to any one other than the person you designate to pick it up,and can be picked up from the Release Lobby of the Brazos County Detention Center 1835 Sandy Point Rd. Bryan,TX 77803.To avoid lona wait times schedule theyickup(24 hours in advance). LIST OF ERTY 1) l X cr - 6).. 2) Iw fflg r 7) 3) 2 V ) 4) 9) 5) 10) r Signahn of Inmate• q Date: Time: Signature of Mier. &4111_74100 Date: I;Aw Time: Property disposed by: Date: Time: Person designated to pick up property: Name: Address: Telephone: Signature of Officer Releasing Property Date: Signature of Person Pick up Property Date: (Include a copy o€the person's identification that is picking up the property). FM:nn Inmate Property MpWgon Vol. Pg. _ +Y.pY of$4,P BRAZOS COUNTY BRYAN,TEXAS DEPARTMENT Budget Office NUMBER: DATE OF COURT MEETING: 8/3/2021 ITEM: Request approval to wire transfer$416,281.85 from the Brazos County LPPF for Uniform Hospital Rate Increase Program(UHRIP). TO: Commissioners Court FROM: Irene Jett DATE: 07/22/2021 FISCAL IMPACT: False BUDGETED: False DOLLAR AMOUNT: $0.00 SOURCE OF FUNDS: Brazos County LPPF(16000) REQUIREMENTS: Enter into TexNet system before close of day on Thursday,August 5,2021 with a settlement date of Friday,August 6,2021. ACTION REQUESTED OR Request review and approval of wire transfer. ALTERNATIVES: ATTACHMENTS: File Name Description Type No Attachments Available I 7! 04 Duane Peters ate County Judge Vol. � pg. F10 • .Ppb. . .yrY�pgO�q• . BRAZOS COUNTY BRYAN,TEXAS DEPARTMENT: Budget Office NUMBER: DATE OF COURT MEETING: 813/2021 ITEM: Requestfrom Juvenile forthe following personnel changes with effective date as of September 1,2021. These changes will have no effect to the FY21 Juvenile Budget. • Move Quality Assurance Administration-Juvenile,Class Code 82812 Position 1,from 31010010-TYC Parole-Court to 31000100-Juvenile Services-Probation • Move Secretary-Juvenile,Class Code B2865 Position 1,from 31010010-TYC Parole-Court to 31000100-Juvenile Services-Probation • Move Parole Aide-Juvenile TYC,Class Code 2829 Position 1,from 31010030- TYC Parole Community Based to 31000130-Juvenile-Community Mental TO: Commissioners Court FROM: Irene Jett DATE: 07/29/2021 FISCAL IMPACT: False BUDGETED: False DOLLAR AMOUNT: $0.00 On July 1,2021,Brazos County Juvenile Board approved to allowthe parole contractwith NOTES/EXCEPTIONS: the Texas Juvenile Justice Departmentto expire onAugust31,2021,and to notrenewthe contract. Due to the parole contract expiring,the requested positions must be moved to a different division due to state reporting. ACTION REQUESTED OR Review and approve. ALTERNATIVES: ATTACHMENTS: File Name Description Ulm Juvenile Parole Memo.pdf Juvenile Memo Cover Memo TYC—Parole 7.29.21.pdf TYC Parole Backup Material Juvenile—Probation 7.29.21.pdf Juvenile Services-Probation Backup Material TYC_Community_Based 7.29.21.pdf TYC Parole Community Based Backup Material Juvenile Community 7.29.21.pdf Juvenile-Community Mental Backup Material APPR , Duane Peters ate ge Vol. r7 15 pg. � BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020-2021 Juvenile Services-Probation-Prorated For the Year Ending September 30,2021 Wier Dote; Effective Dale•. 9/1/2021 Biweekly/ Base 1 1 I—d tnue d bivaaeel u,—W Agenda Date: 8132021 Basic Pay Budget Hourly Budget tomnu) (D--) W—) P-4 (Donee) Salary3,r+ FY 21 !• �•'�"�1 UuempNy MedlceV Depart. Title Class Past. Group Steps Code (tours Rate Merit Salaries FICA Rettrement 1'SV/C Fit.`:. .mt Dmbl 1 Request. Move position from 31010010 From: Juvenile Services-Probation _ FY21 Adopted ., 51300000 53100000 53200000 53800000 53900000 Mediral/Flax To: FY 21 Rmuested Spinry 31000100 QmUty Assumme Admatrltop Juvenile TYC B2812 (,„?4 22 1 9. ,013 22 r y 248480'±,f`r5"46 130 5,467.00 418.00 861.00 17,00 21.00 1,279.00 m RESULT: .. Actual 5p66S6 NET RESULT: 8,059.00 Effective 813112I,TJJD will no longer contract parole services 2 Request Move posldon from 31010010(3/4 ti..) From: Juvenile Services-Probationry Y IY21 Ad led S.lpry - 51635000 53100000 53200000 53800000 53900000 MedioaWlex ('`q v r _ To: iY 21 Ren nested Snln 31000100 Sebry B Juvenile ..r{� 86$,;y4).�1_w1 61 ,,.Q_�.015 .66._„ .14:0'J,� ,,,•..970;001, 930.00 71.00 146.00 2.00 4.00 1,279.0Se--myRESULT: i<Indr`e: a �. Actual 929.94 NET RESULT: 2,432.00 Effective 813121,TJJD will no longer contract parole services For Budget OtOco Usa: 5 6,397.00 3 489.00 $ 1,007.00 $ 15.00 $ 25.00 $ 2,559.00 Total Cost $ 10,491.00creasc:fo Approved by.- Vol. y:V®I. Pg. BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020-2021 Juvenile Services-Probation-Annual For the Year Ending September 30,2021 Letter Date: Effective Dale•. 9/12021 Biweekly/ time tie W Inomaed b—j In—d it� Agenda Date: 8/32021 Basic Pay Budget Hourly Budget tvmr>Q) (omcec) 0»d (D—) 1-1) S'r:. Salary+ FY 21 �.�e,�;r: Ut®ploy bfedicaV Depart. Tide Clan Post. Grout/ Steps Code Hours R.I. Merit Salaries FICA Redre . W/C'Est.:j ,at Denlai 1 Request: Move position from 31010010 From: Juvenile Services-Probation FY 21 Agitated Salary 51300000 53100000 53200000 53800000 53900000 MedicaVFlex To: _ FY 21 Remtestgl Spin- 31000100 in-31000100 Qualit Assumnec Admimstruon-juvenile TYC rB2812 1 "i„522 "9y'...01� „12�,_._�, 98480..x,^64,fi05.00;J 64,605,00 4,942.00 I0,I75.00 148.00 252.00 15,354,00 RESULT: �fliieYcase + .ix'il'.-.ti;A ,.. ...._., Actual 64,60490 NET RESULT: 95,476.00 Effective 8/3121,TJJD will no longer contract parole services 2 Request: Move position from 31010010(3/4 time) From: Juvealle Services-Probation FY 21 Adtnled Salary 51635000 53100000 53200000 53800000 53900000 MedkaVR" LH.'1xv.Me.aG,t..."MrL.�:m_.tL To: _ FY 21 Reouested S�lary d _ 31000100 Satetary, Juvemle1560'aka.140,9,pL:X21,981:0_0', 21,981.00 1,682.00 3,462,00 50.00 86.00 15)54,00 RESULT: .Inciease' Actual 21,980.40 NET RESULT: 42,615.00 Effective 813121,TJJD will no longer contract parole services For Budget Office Use: $ 66,566.00 $ 6,624.00 $ 13,637,00 $ 198.00 $ 338.00 $30,708.00 Total Cost $ 133.091.00 �[ncren cto'F1 2hBddge_ rx;.; Approved by: V®I. Pg. 9 BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING PY 2020.2021 Juvenile Services:TYC Parole Community Based-Prorated For the Year Ending September 30,2021 Let(cr Date: Effective Date: 9/112021 Bhveekly/ Base macaw muoasd macaw inoeow inasaw AScnda Detc: 8/3/2021 Basle Pay Budget Hourly Budget I-) (o.R,ul (Dorsa.) (Daaaad (usaa,a) Salary+ FY 21 Uaemplay Madi,It r d'N Depart. Tit. Class Post. Group Steps Code Hours --Rate Mcrit Samdn FICA Reit ;: mens ➢enW 1 Request: Move position to 31000130 From: TYC Parole Community Based VY 21 AdptdS.ry 51610000 53100000 53200000 53800000 53900000 MedialfRes,.-o.�.....,.. 31010030 Pamlo Aido•Juvenile TYC 828291;kapd.. =f1+0:-014 �;.I7ti�, ;,+ 21.96.�_..3,869.O�j To: FY 21 Regues(ed Solory (3,869.00) (296.00) (609.00) (9.00) (15.00) (1,279.00) RESULT: fD"ehease f' Actual NET RESULT: (6,077.00) Ettcetive 8131121,TJJD mill no longer contract parole services Far Budget Offea Us.: $ (3,869.00) $ (296.00)5 (609.00)$ (9.00) $ (15.00) 8 (1,279.11D) Total Cost $ (6,077.00)1De MUV§ toF\521 Bridget Approved by: V0 I. pg. �� �" BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020.2021 Juvenile Services:TYC Parole Community Based-Annual For Ilia Year Ending September 30,2021 Letter Date: Effective Date: 9112021 Biwee$ly/ Base oweeser inve.W m w mv! muco Ageada Date: 8132021 Bask Pay Budget Hourly Budget (o..,.,,.1 (o.>me to,.,�l ( (•Dawe (Dn„arz) Salary+ PY 21 lloemploy MedicaF D p 1 Title Class Post. Group Steps Cade Hours Rale Merit Satatie. PICA ReOrement h"?WlCF.ito, meet Dental 1 Request: Move position to 31000130 Fra.: TYC Parole Community Based _ FY 21 Adopted Sol." 51610000 53100000 53200000 53800000 53900000 Medl.UFlex 31010030 Parole Aide-Juvenile TYC B2929 TE'.14._"_II•-.;A14 ;2080.',-. '±21.96,_•L 55,719_00:: To: FY 21 Rennested Solnry _ (55,719.00) (3,498.00) (7,201.90) (195.90) (17e.09) (15,354.99) RESULT: [Deciease:,-,__�!�, ;� :;,.m,.„i•d,�: . Actual NET RESULT: (72,055.00) Effective 8/3121,TJJD will no longer contract parole services For Budoot Oille,use: $ (45,719.00) $(3,498.00) $ (7,201.00) $ (105.00( $(178.00) $(15,354.00) -'�-- ;rl Total Cast $ (72,055.00)Kl c'rease't6 W—IJCBudget� v y Approved by: v®f. 3 1 Pg. BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020-2021 Juvenile-Community Mental-Premed For the Year Ending September 30,2021 Lena Date: Effective Date: 9/12021 Biweekly/ Base k_e 1-1 1 _meea ei weasel cocci n Agenda Date: 5/32021 Basle Pay Budget Hourly Budget (ommvl 6-1 (O_') (o m-) (—I i Salary+ FY V Unemploy Medleelf Depart. Till. Class Post. Group Stens Code Room R.I. M sit selad. FICA Ref!. Fa L' ment Ornml 1 Request: Move position fmm 31010030 From: Juvenile-Community Mental FY 21 Ad nted Salary 51610000 53100000 53200000 53800000 53900000 MedlcaOFlea To: _ FV 21 Amuesfed Salary_ 31000130 P.M.Aid.-Juvenile TYC ;B2829'�h 9f8.1g1 11 "�l)lJc 17G O1 21.98_rf;3—.869 U0'! 3,869.00 296.00 609.00 9.00 15.00 1,279.00 RESULT: Actual 3.668A8 NET RESULT: 6,077.00 Effective 8131121,TJJD will no longer contract parole services/FY 22 Title will be updated with New Position Per Bedael Office Use: S 3,069.00 S 296.80 $ 609.00 E 9.00 $ 15.00 S 1,279.00 Total Cost $ 6,077.00Int:reasc to}FX21 Bo�dglfSr Approved by: BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020.2021 Juvenile-Community Mental-Annual For the Year Ending September 30,2021 Ecus Date: Effective Date: 9112021 Biweekly/ Rase w.a� marasv mrrr.sd mvrud i...asrr Agenda Date: 8132021 Basic Pay Budget Hourly Budget tp—) (psis.) (o.r.vc) I�s,,,—) ryw=7 Salary+ ry 21 O.employ Ntcdiea0 Dent Title Class Post. Group Steps Cade Hours Rat. Merit S.I do FICA RUtressuat "�Vfdg'6 i ment D.I.1 1 Request: Move position from 33010030 From: Juvenile-Community Mental .r FY 21 Adon!Salary _ 51810000 53100000 53200000 53800000 53900000 M"ca0Flax To: FY 21 Remtested S.Inry MOM 30 Parol.Aide-Juvenil.TYC 82829_ 1,.�.;,,�14'-,_11. 014 2080 T_ 2L98^'45,719.W 45,719.00 3,498.00 7,201.00 105.00 178.00 15,354.00 RESULT: ;IncSeas. Atlml 45,718.40 NET RESULT: 72,055.00 Effective 813121,TJJD will no longer contract parole services/FY 22 Title will be updated with New Position For Budget OHke Use: $ 45,719.00 $ 3,498.00 $ 7,201.00 $ 105.00 $ 178.00 $ 15,354.00 Total Cost $ 72,055.00 JIM re se;to FS 2l Budget rte' Approved by: V0 I. �� Pg. ICI-1 BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020-2021 Juvenile:TYC Parole-Court-Prorated For the Year Ending September 30,2021 Ictter Dau: EffeetiveDto: 911)2021 Biweekly/ Base Inauw Iarmew mcaaw Inarasm tnaea,el Agenda Date: 8/7/2021 BDsic Pay BudOet Hourly Budget (Rsrww) (nA.:d (Dmu,d 0-1 (o.aru0-.7.7 5.., Salary+ FY Uoemptay MedleeV Depart Title Cl.. Post. Group Steps Code Hours Rate Merit Salaries FICA it'Oremmt I;1:�WiCF'Gv meat Dental 1 Request: Moveposhioate31000100 From: Juw ile:TYCParola•Coust _ FY 21 Adapted Salory 51300000 53100000 5320000D 53800000 53900000 MedicalSox 31010010 Quality Assurance Administr ion-Juvenile TYC B28•'-12E., 'J� .r22_wr�Tw''.•7 y, Ola•,"..`2:2Y„3:a„_„`-2{489 BO�:.� 546700,g( To: _ FY 21 Req ested Sulam T'7S �s. - ted'_ -'°� (5,467.00) (418.00) (861.00) (13.00) (21.00) (1.279.00) RESULT: Dcerease Acttud NET RESULT: (8,059.00) Effective 8131121,TJJD will no longer contract parole services 2 Request: Move position to 31000100(314 time) From: JuvcuU,..TYC Parole-Court _ FY M Adonted Sol.ry 51635000 53100000 53200000 53800000 53900000 Modl.VFI. 31010010 Secretary-JwepOe664�r:'uY14:09�_` -93010j To: FY 21 Rennnled Salory +'T:`y:", '. •.'N„� -- - '''r: (930.00) (71.00) (146.00) (2.00) (4.00) (1.279.00) RESULT: y➢cci'euo - cu...:.�=.s _� Actual - NET RESULT- (2,432.001 Effective 8131121,TJJD will no longer contract parole services For Budpet Office Use: $ (6,397.00) $ (489.00) $ (1,007.00) $ (15.00) $ (I5.00) $ (2,558.00) Total Cost $ (10,491.00)Degreasef�PS(se H Budgeter Y#: Approved by: V®f. 338 Pg. M BRAZOS COUNTY,TEXAS REQUESTED POSITION CONTROL CHANGES DURING FY 2020.2021 Juvenile:TYC Parole-Court-Annual For the Year Ending September 30,2021 Later Date: EfFective Dato: 9112021 Diwedlyl Base E—ud Iweasd raessw maaaw macaw Agenda Date: 8132021 Dosic Pay Budget Hourly Budget 0-0 (txas,,el (users«) (--I Salary+ Vy 21 U.—Ploy M1lcdi<nV 'D Part TitleClaws Post. GroupStep, Code Iiours Rate Well SalaNea FICA Rel)rent, 1:1)'1C En:` mem Dental 1 Request: Moveposidan to31600100 From: Juvenile:TYC Parole-Caurt FY 2t Adopted Salary 61300000 53100000 53200000 53800000 53900000 MeoicalIFNX 31010010 Qual1tyAssumnce Admi,&adon-luvcnilo TYC •_2y484_80:64�,605J10:f To: FY 21 Requested Salary ' (64,605.00) (4,942.00) (10,175.00) (148.00) (252.00) (15,354.00) RESULT: earase y N 7is,,�a_�s-. .,P .�.. Actual NET RESULT: (95,476.00) Effective 613121,TJJD will no longer contract parole services 2 Request: M1tave polio P to 31000100(314 time) From: 0Fl Juvenile:TYC Parole-Court FY 21Adgnted Snlary 51635000 53100000 53200000 53800000 53900000 Medleaca 31010010 Sccrctary-IuvrnOc _B286S__1,•,-.__fi':Tr9 '•015 ,14.09`"-21;981.(10 To: ,FY 21 Requested Salary .�'�......._._...:__-�.-.._::_:._;.-......._'... ._..:_.,�.-,,....� (21,981.00) (1,682.00) (3,462.00) (50.00) (86.00) (15,354.00) RESULT: Dceicasc. =_.:1. .. Actual NET RESULT: (42,615.00) Effective M121,TJJD will no longer contract parole services For Budget OfOee U— $ (86,586.00) $(6,624.00) $(13,637,00) S (198.00) 5 1338.00) $(30,708.00) Total Cost $ (138,091.00)f D_,egre se tFX 21�utlget a Approved by: Vola Pg. E r�, RAZOS COUNTY ?t 'UVENILE SERVICES DEPARTMENT t ' i Linda Ricketson,Executive Direct'.r Lupe M.Washington,Assistant Director ! i c l ' DATE: June 17,2021 a ;TO-I i Brazos County Juvenile Board ;FROM: j Linda Ricketson,Executive Director RE:I �i TJJD Parole Contract ! . C Bac> ground•i The Brazos County Juvenile Services Department has provided contract parole services for the Texas Youth Commission,how the Texas Juvenile Justice Department,for over ten years.: The'department is compensated at a daily rate of thirteen dollars per youth.However,the supervision of youth -o parole now includes and begins with youth housed instate facilities;requiring additional staff hours to complet� :increased amounts of paper work. The department has up to three staff, including one supervisor, conducting `daily contract parole duties. .� At flus time,the Brazos County Juvenile Service's Department seeks approval to allow the current contract wil! ;the Texas Juvenile Justice Department to expire on August 31,2021..and not renew the contract.The department ,seeks fo focus'more of its efforts on serving the local county youth and increase programming to prevent youth ;from being sent to the Texas Juvenile Justice Department,where possible. t The;ending ofthe parole contract has no impact on the state aid funding received from the Texas Juvenile Justice !Department and will not impose any type of hardship on the juvenile services department or the county. Recoiimendadon: i 1I respectfully;request the Brazos County Juvenile Board allow the current contract for parole services with thb. ,'Texas Juvenile Justice Department to expire on August 31,2021. it ;Respectfully ubmitted: :Linda Ricketson _ 'Exe'utive Director :s Y i .� i Page i 1=Brief TJJD Parole Contract `� V®i. S fig. ao f BRAZOS COUNTY ' ; !• I ' JUVENILE SERVICES DEPARTMENT Lifiddi Ricketson,Executive Director Lupe M.Washington,Assistant Diredto r Wherphs, The Brazos County Juvenile Board is the governing body for the Brazos County Juvenile Services Department. Where4s, The Brazos County Juvenile Services Depaitmenthas provided contract pgole' services for the former Texas Youth Commission,now known as the Texas Juvenile Justice Department,for more than ten years.! Where ks, The Brazos County Juvenile Services Department seeks approval to allow the A current contract with the Texas Juvenile lust-ice Department to expire ori August] 31,2021 and not enter into a new contract. Whereas, The Brazos County Juvenile Services Department -seeks to focus efforts and resources on serving local county youth. or otherwise impose any type of hardship on the juvenileservices' Whereas, The requested changes will not affect the funding Ireceived from the:state! department or the county. Now, therefore, be it resolved that, The Brazos County",Juvenile!Board, hereby agrees with allowing the parole contract with the Texas Juvenile Justice Department' - I to expire on August 3 1, 2021 this 17th d e.2021 ja L DuaneiPeters, Chairman Linda Rickets o-ni 4Dat . Brazoi County Juvenile Board Executive Director A Page i 1—'Board order Tini parole contract Vol. "K.-I PgI. DocuSign Envelope ID:CE066349-OBCO-4194-AC90-E58ABDODC628 TAMU—Brazos County Commissary Fund Clinical Services Agreement October 1,2021-September 30, 2022 CLINICAL PSYCHOLOGY SERVICES AGREEMENT This constitutes a Clinical Psychology Services Agreement("Agreement")between Texas A&M University,a member of The Texas A&M University System,an agency of the State of Texas("TAMU"),and Brazos County Commissary Fund(`BCCF"). WHEREAS,the services contemplated under this Agreement are of mutual interest and benefit to TAMU and to BCCF and will further the instructional and technical objectives of TAMU in a manner consistent with its status as an agency of the State of Texas, NOW,THEREFORE,the parties hereto agree as follows: 1. STATEMENT OF WORK. TAMU agrees to use its reasonable efforts to perform the services - ("Services")described in the Statement of Work appended hereto and incorporated as Appendix A. 2. SERVICE PROVIDERS. Direct services will be conducted by clinical psychology doctoral students. Supervision services will be provided by a TAMU clinical psychology faculty member, Laura 1. Osborne,Ph.D.,or an alternative designated clinical psychology faculty member of the Department of Psychological and Brain Sciences("PBSI"). 3. PERIOD OF PERFORMANCE. TAMU will conduct the services in Appendix A during the period of October 1,2021 through September 30,2022. -This Agreement may be renewed or modified only by written agreement executed by both parties. 4. PRICE AND PAYMENT. As compensation for services performed under this Agreement, BCCF agrees to pay TAMU a firm fixed-price of $65,515.00. Payment will be paid in 12 monthly installments of$5,459.58 starting October 1,2021,and will be sent to the address in Article 15. Costs of these services include other direct costs, which will be used by TAMU for supplies, photo- reproduction, books, journals, training recordings, software, equipment, professional dues, travel expenses,educational development,salaries,fringe and tuition and fee costs,and other directly related costs. 5. CONFIDENTIAL INFORMATION. All information disclosed by BCCF to TAMU for services provided under this Agreement will be treated as Confidential Information of BCCF, and TAMU will only use such information for the benefit of BCCF in the rendering of services for BCCF and will not otherwise use or disclose such information to others without express,written permission of an officer of BCCF authorized to grant such permission. Upon termination of this Agreement, TAMU will immediately return to BCCF all writings, recordings and records of every type (including all copies thereof) embodying in any form any Confidential Information of BCCF. The foregoing limitations of confidentiality will not apply to(i)information which,at the time of disclosure to TAMU,was already in the public domain,(ii) information,which at the time of disclosure to TAMU,was already known to TAMU(except information previously acquired by TAMU directly or indirectly from BCCF or from a third party under a continuing obligation of confidence to BCCF), (iii) information, which after disclosure to TAMU, becomes part of the public domain through no fault of TAMU, (iv)information received by TAMU from a third party not owing a duty of confidence to BCCF, or (v) information required to be disclosed by law or court order,including the Texas Government Code,Chapter 552,the Texas Public Information Act. 6. PUBLICITY. BCCF will not use the name of TAMU, or the names of TAMU employees, in any publicity,advertising, or promotional literature without prior written consent obtained from TANIU in Vol. Pg. �� DocuSign Envelope ID:CE066349-08C0-4194-AC90-E58A8DODC628 each case. TAMU will have the right to acknowledge BCCF,the Scientist,the nature of the Services, and the dollar value of the Agreement in TAMU records and reports in addition to any other information that is required to be disclosed in response to a public information request submitted pursuant to the Texas Public Information Act,Chapter 552,Texas Government Code. 7. COMPLIANCE WITH THE PRISON RAPE ELIMINATION ACT.The BCCF,as an operation of the Brazos County Sheriffs Detention Center, will comply with the Prison Rape Elimination Act (PREA). The Detention Center has a Zero Tolerance Policy regarding sexual abuse and sexual harassment. The Detention Center will conduct a background investigation on all proposed TAMU doctoral students or other contractors who may have contact with inmates. Background checks will be conducted at least every five (5)years for all contractors. BCCF will ensure that all-volunteers and contractors who have contact with inmates have been trained on their responsibilities under the Detention Center's sexual abuse and sexual harassment prevention,detection,and response policies and procedures. Any contactor or volunteer who engages in sexual abuse is prohibited from contact with inmates and will be reported to law enforcement agencies and to relevant licensing bodies,unless the activity was clearly not criminal. The Detention Center will take appropriate remedial measures and prohibit further contact with inmates on the cases of violation of sexual abuse or sexual harassment policies by the contractor.The contractor has an affirmative duty to disclose any misconduct in violation of the sexual abuse or sexual harassment policies. Material omissions regarding misconduct, or the provision of materially false information,are grounds for termination of this Agreement. 8. TERMINATION. This Agreement may be terminated by either party upon thirty(30) days written notice given to the other by certified mail or personal delivery. In the event of termination,TAMU will be paid the compensation earned prior to the date of termination as provided for in this Agreement computed pro rata up to and including the date of termination. 9. DISCLAIMER OF LIABILITY. TAMU MAKES NO REPRESENTATIONS AND EXTENDS NO WARRANTIES OF ANY KIND,EITHER EXPRESS OR IMPLIED IN CONNECTION WITH THE REPORTS, OR EVALUATIONS FURNISHED UNDER THIS AGREEMENT. THERE ARE NO EXPRESS OR IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULARPURPOSE,OR THAT USE OF SUCH MATERIALS OR MODIFICATION OF SUCH MATERIALS WILL NOT INFRINGE ANY PATENT, COPYRIGHT,TRADEMARK, OR OTHER PROPRIETARY RIGHT. TAMU assumes no liability for the actions taken by students providing clinical psychological services under this Agreement. The students are covered by professional liability insurance for psychological or behavioral health services paid out of the operating budget for the TAMU Psychology Clinic.TAMU agrees to provide evidence of insurance coverage to BCCF,if requested. 10. FORCE MAJEURE. Except for the obligation for the payment of money,if either party fails to fulfill its obligations hereunder when such failure is due to an act of God, or other circumstance beyond its reasonable control,then said failure will be excused for the duration of such event and for such a time thereafter as is reasonable to enable the parties to resume performance under this Agreement. 11. DISPUTE RESOLUTION. BCCF must use the dispute resolution process provided in Chapter 2260 of the Texas Government Code to attempt to resolve a dispute arising under this Agreement and such process is a required prerequisite to suit in accordance with Chapter 107,Texas Civil Practice and Remedies Code. BCCF must submit written notice of a claim of breach of contract under this chapter in accordance with Article 15. TAMU is an agency of the State of Texas and nothing in this Agreement waives or relinquishes the right of TAMU to claim any exemptions,privileges and immunities as may be provided by law. Page 2of5 1199� oi. a Pg. �� DocuSign Envelope ID:CE066349-OBCO-4194-AC90-E58A8DODC628 12. ENTIRE REPRESENTATION. This Agreement contains the entire agreement between the parties and supersedes any prior oral or written agreements,commitments,understandings,or communications with respect to the subject matter of the Agreement. No amendments or modification of this Agreement -will be effective unless set-forth in writing executed by duly authorized representatives of each party. This Agreement will be construed in accordance with the laws of the State of Texas, 13. WAIVER. No waiver of any provision hereof or of any right or remedy hereunder will be effective unless in writing and signed by the party against whom such waiver is sought to be enforced. No delay in exercising,no course of dealing with respect to,or no partial exercise of any right or remedy hereunder will constitute a waiver of any right or remedy,or future exercise thereof. 14. ASSIGNMENT. This Agreement may not be assigned in whole or in pail by any of the Parties without - prior written consent of the other Party. This Agreement will inure to the benefit of, and be binding upon,BCCF's successors and assigns. It is the intention of the parties that no third persons,including students,are entitled to received or assert any rights under this Agreement. 15, SEVERABILITY. If any part of this Agreement is determined by any court or tribunal of competent jurisdiction to be wholly or partially unenforceable for any reason,such unenforceability will not affect the balance of this Agreement. 16. BILLING.TAMU PBSI Department agrees to bill BCCF monthly for services provided.BCCF agrees to mail a check payable to Texas A&M University 10 days following receipt of the bill for services. This agreement constitutes a fixed-cost contract,with the exception of possible additional fees-far-service for purchases of proprietary psychological testing materials to be used for BCCF or court-ordered testimony by the faculty supervisor(at rate of$250 per hour). These fees-for-service will be authorized in advance by a designated BCCF administrator and billed to BCCF in an itemized invoice based on actual usage.Pre- approved fees-for-service will not exceed$1,500.00 in the current fiscal year. TAMU(for billing correspondence): TAMU(for services management): A 5: "I Fritzie Freeman,Business A an Robert W.Heffer,Ph.D. Department of Psychological&Brain Sciences Department of Psychological&Brain Sciences Texas A&M University Texas A&M University 4235 TAMU 4258 TAMU College Station,TX 77843-4235 College Station,TX 77843-4258 979=845-25Jr4 `-A-%(1 S -{8'?Z 979-862-2228 979-845-4727-Fax. 979-845-5191-Fax ffreeman(aftamu.edu rob-hefferna.tamu.edu 17. NOTICE. Any notice required to be given in connection with this Agreement will be in writing and will be deemed effective if hand delivered, or if sent by United States certified mail,return receipt requested, postage prepaid, or if sent by.private receipted courier guaranteeing same-day or next-day delivery, addressed to the respective patty at its address provided below. If sent by U.S.certified mail in accordance with this Section,such notices will be deemed given and received on the earlier of(a)actual receipt at the address of the named addressee,or(b)on the third(31d)business day after deposit with the United States Postal Service. Notice given by any other means will be deemed given and received only upon actual receipt at the address of the named addressee. Page 3 of 5 Vol. . DocuSign Envelope ID:CE066349-OBCO-4194-AC90-E58A8DODC628 BCCF: TAMU: Kevin Stuart,CJM Robert W.Hefter,Ph.D. Chief Deputy,Corrections Department of Psychological&Brain Sciences Brazos County Office of the Sheriff Texas A&M University 1835 Sandy Point Road 4258 TAMU Bryan,TX 77807 College Station,TX 778434258 979-361-4997 979-862-2228 979-861-4811 Fax 979-845-5191 Fax lcstuart@brazoscountytx.gov rob-heffejDAamu.edu The parties have signed this Agreement in duplicate originals,and the Agreement is effective as of the date last written below. Texas ABgn �,MUSlyersity Brazospyjw.gwinissary Fund By: ro-�" By; I ulau vv- VKL Lm W.M lbeasigy.@Lamu.edu Wa391%6K wdicky@brazoscountytx.gov Title: Executive Director,Contract Administration Title: Sheriff Date: /15/2021 1 15:42:59 CDT Date: 7/19/2021 1 08:38:25 CDT By: Duane Peters dpeters(a)brazoscount, t�x.gov Title:County Judge Date: g/3/as a I ON /19/2021 1 08:38:25 CDT -2021,FULLY EXECUTED IN DUPLICATE,EACH OF WHICH WILL HAVE THE FULL FORCE AND EFFECT OF AN ORIGINAL. By: r4uSigned by: w- Date:2/19/2021 1 08:38:25 CDT Wayne Dic ;'Sheriff wdickvna,brazoscountytx.gov r Page 4 of 5 DocuSign Envelope ID:CE066349-08CO-4194-AC90-E58A8DODC628 APPENDIX A STATEMMNT OF WORK Four(4)graduate students in TAMU's clinical psychology doctoral program will provide clinical psychology services to BCCF. Selection of the graduate students for this clinical assistantship will be determined by the TAMU Director of Clinical Psychology Training in consultation with program faculty and with appropriate BCCF administrative personnel. Typically,each of these four(4)students will work for 10 hours per week for 50 weeks during a 12-month period (500 hours each). Scheduling of these contractual hours will be negotiated on an individual basis between the student(s)and the on-site supervisor at BCCF. TAMU faculty will provide one (1) hour of regularly scheduled weekly doctoral-level supervision for the graduate students.Additional supervision for urgent or non-urgent supervision will be provided as needed. Activities will include the following: direct clinical services, staff meetings and consultations, doctoral-level supervision at TAMU, and all administrative responsibilities including preparation of written reports and maintenance of clinical records. BCCF agrees to: (1)provide case-by-case consultation to the students on an as-needed basis by BCCF staffi, (2)provide a written evaluation of the students to the TAMU Director of Clinical Psychology training(DCT) at the end of the term of the Agreement;and(3)identify,in consultation with the graduate students,a total of 10 working days,other than BCCF holidays,during the 12-month Agreement period,in which no clinical services will be provided by the student. ou Page 5 of 5 Docuslgff ertificate Of ndq Envelope Id:CE06634908C04194AC90E58A8DODC628 Status:Sent Subject:Signature request C2021-3861 Clinical Psychology Services Agreement- Brazos County Commissary Fund Source Envelope: Document Pages:5 Signatures:3 Envelope Originator. Certificate Pages:5 Initials:0 Contract Administration AutoNav:Enabled 100 Phoenix Drive Envelopeld Stamping:Enabled Suite 111 Time Zone:(UTC-06:00)Central Time(US&Canada) Ann Arbor,MI 48108 contractadmin@tamu.edu IP Address:199.188.157.82 Recod TrackingRII Status:Original Holder:Contract Administration Location:DocuSlgn 7/15/20213:23:59 PM contractadmln@tamu.edu _j0' lisno, —K_.E",tM .U T Lindy Beasley [� `� 0..Sfp�dbf. Sent:7/15/20213:28:10 PM LBEASLEY@TAMU.EDUViewed:7/15/20213:42:40 PM Executive Director,Contract Administration 59BEDWS"C403-. Signed:7/1512021 3:42:59 PM Texas A&M University Signature Adoption:Pre-selected Style Security Level:Email,Account Authentication (None) Using IP Address:165.91.82.239 Electronic Record and Signature Disclosure: Accepted:1/15/2019 2:31:36 PM ID:c0e4c8d0-f1 6e-41 Of-8325-fbOfcl 91 d684 Wayne Dicky D—SIgnd bp Sent:7/15/20213:43:01 PM wdicky@brazoscountytx.govR&I Viewed:7/19/2021 8:37:24 AM Security Level:Email,Account Authentication 5j2I28'='SqMBE- Signed:7119120218:38:25 AM (None) Signature Adoption:Pre-selected Style Using IP Address:66.97.166.264 Electronic Record and Signature Disclosure: Accepted:7/19/20218:37:24 AM ID:be038b99-7dbO-4bdb-a5lb-95cfc9aa7495 Duane Peters Sent 7/19/20218;38;27 AM dpeters@brazoscountytK.gov Security Level:Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DccuSlgn lin 4 ntermp. 2 "piryv P :Tirriestamp rt Certified ay. iCarbon C_- Events- Vol. 33S Pg._oq0] dens - r w -4 •.1`i'4 'n. r ...b r '. arbonCopyEvents ��� Stattsr � epi i�mestatrip 1 , ... v r .r E F Robert Heffer rob-heffer@tamu.edu Security Level:Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Kevin Stuart kstuart@brazoscountytx.gov Security Level:Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Gr ,r Stgnature * r Ttmestampp ;. ` " _ 7 tea. ^.aa.. _ .c >f tV� otatyEvenXs, �, r p Signatures { - _ Ttmestt�m Envelope Summary Events Statuses sr _ _ Ttmestamps _ - _ Envelope Sent Hashed/Encrypted 7115120213:28:11 PM �- lectromc Record and Stgnature Disclosure 4„, � U�3 _' l Electronic Record and Signature Disclosure created on:1111912014 2:19:02 PM Parties agreed to:Lindy Beasley,Wayne Dicky ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time,The Texas A&M University System(we,us or Company)may be required by law to provide to you certain written notices or disclosures.Described below are the terms and conditions for providing to you such notices and disclosures electronically through your DocuSign,Inc. 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Whereas, Chapter 43 of the Texas Agriculture Code authorizes and enables Texas counties, through their commissioners court, to employ any means as appropriate and expend money as necessary to establish and conduct cooperative demonstration work in agriculture and home economics in cooperation with Texas A&M AgriLife Extension Service,a member of the Texas A&M University System and Chapter 791 of the Texas Government Code(the Interlocal Cooperation Act) authorizes agreements for services between a state agency and a county; Whereas, the County has carefully analyzed the need for continuing cooperative demonstration work in agriculture and other continuing education programs and services for the citizens of Brazos County, it has been determined that a Texas A&M AgriLife Extension Service staffing and budget plan designed to develop and conduct educational programs in all phases of agriculture, family and consumer sciences, 4-H and youth, and economic development can effectively and efficiently serve the County of Brazos;and Whereas, AgriLife Extension wishes to join in and cooperate with the County in furtherance of a County Extension Program. Now therefore, County and AgriLife Extension agree as follows: 1. This Agreement is to be for the period beginning O c t o b e r 1, 2 0 21 and ending September 30, 2026. AgriLife Extension and the County have had a long-standing relationship concerning extension educational work;therefore,this Agreement shall automatically renew annually, until terminated as provided in Paragraph 13 below,with the understanding that all terms and conditions remain unchanged unless this Agreement is specifically amended by mutual consent of the parties,documented in writing and signed by an authorized representative of each party. 2. The County through the Commissioners Court of Brazos County, Texas will annually.allocate an amount of funds determined through the County's annual budgeting process in furtherance of the County Extension Program and the Extension county office. Allocations may provide county support of Extension agent salaries or other county support staff, and associated fringe benefits as required by federal and state law,telephone and internet service, office equipment, supplies, travel expenses, staff in-service training, etc. This Agreement does not require the payment of any funds to AgriLife Extension. The County will disburse funds to employees through the processes set forth in county procedures. Vol. pg.-,Q The County will provide adequate office space,furnishings, equipment, travel and other operating expenses for the proper support of the faculty,support staff,and the County Extension Program. AgriLife Extension shall not remove any furnishings from the office and shall return the same to the County, together with any equipment, supplies,etc. provided under the following paragraph, upon the termination of this agreement. Either party may allow the employee to utilize vehicles for travel within mission and scope. The owner of the vehicle is responsible for vehicle repairs. Each party shall maintain separate ownership and control over any property purchased or used in the performance of this cooperative Agreement. 3. The County will annually review the salary support provided to County Extension Agents and may provide for salary increases comparable to those provided to Brazos County employees through the processes set forth by county procedures. 4. AgriLife Extension will provide and administer Extension educational work within Brazos County which is directed at improving the quality of life for people in the county, enhancing economic opportunity within the county, and sustaining the natural resources of the county. Planning, developing and conducting educational activities and programs in areas of agriculture,family and consumer sciences,4-H youth development,and community development are part of the extension educational work, and expenses for such are acceptable for reimbursement from the operating budget provided by the County. This includes the preparation of mass media information, conducting training meetings,workshops, clinics, short courses, and technical support to assist the residents of Brazos County. 5. AgriLife Extension will make available resources as normally provided to other AgriLife Extension county agents such as specialists' expertise,publications, and other materials and supplies. 6. Routine management and supervision of the County Extension Office shall be through a County Coordinator, herein after referred to as Coordinator, appointed by AgriLife Extension. The Coordinator shall serve as the agency liaison/department head for Brazos County, and shall be housed in Brazos County. 7. Overall supervision of the Brazos County Extension Program shall be by the District Extension Administrator, appointed by AgriLife Extension. The County Extension Program shall also be accountable to the Brazos County Commissioners Court by providing periodic special and annual reports of activities and accomplishments. 8. The Coordinator, with the advice and consent of the District Extension Administrator shall coordinate all extension educational work; and supervise the operating budget, and the support staff. a. The Coordinator shall manage the operating budget in accordance with county fiscal policies and accepted accounting practices. Flexibility between categories is allowed and adjustments may be made within budget categories for efficient program emphasis and financial management. Reimbursement or purchasing requests for budgeted expenditures shall be submitted to the County in accordance Vol. Pg. 913 with county procedures. Extension faculty and support staff shall keep accurate and detailed records of expenses incurred in accordance with county fiscal procedures. b. The Coordinator shall manage and administer county-provided equipment in accordance with Brazos County policies and procedures. c. The Coordinator shall supervise the support staff employed by the County and assigned to the County Extension Program in accordance with county personnel policies and procedures. Such supervision authority includes,but is not limited to, hiring, training, duty assignments, scheduling, performance evaluation, and discipline subject to county policy. Recommendations for adverse personnel actions with regard to county employees will be coordinated with the Commissioners Court. d. The District Extension Administrator shall supervise any staff employed directly by AgriLife Extension in accordance with AgriLife Extension policies and procedures. 9. Extension agents shall be AgriLife Extension employees and subject to all Texas A&M University System("TAMUS")policies,procedures,and guidelines. Extension agents shall adhere to both Extension and County policies and procedures where applicable in carrying out their duties and responsibilities. Extension agents are exempt employees and therefore not subject to the overtime provisions of the Fair Labor Standards Act.AgriLife Extension provides access to health insurance and retirement benefits. Both entities shall withhold and/or contribute towards workers' compensation insurance, unemployment compensation insurance, social security benefits,and Medicare benefits proportional to the salary paid by each.Leave will be administered based on each respective entity's policies and procedures. 10. Clerical and other 4dministrative staff provided by the County shall be Brazos County employees and subject to all Brazos County policies,procedures and guidelines. County employees shall also follow TAMUS policies and procedures where applicable in carrying out their duties and responsibilities. 11. AgriLife Extension will recruit and select County Extension Agents with the proper training and qualifications to fill vacant or new positions. 12. The annual budget,as certified by the County on the CB-5,will serve as the budget agreement and may be amended by Commissioners Court as the occasion warrants subject to availability of funds. This budget in no way alters the objectives and goals set forth in this Agreement.Upon county certification of its annual budget, a certified copy will be submitted to AgriLife Extension. DocuSign Envelope(D:80C16506-9102-4373-9EF6-01 B6BC412B7A 13. This Agreement may be terminated as follows: a. Immediately by mutual agreement of theparties; or b. By either party,without.cause,upon ninety'(W)days written notice to the other party notifying of its intent to terminate. 14. This Agreement contains.the entire understanding of the parties.regarding the subject matter herein, and supersedesall other written and,oral:agreements between the parties . regarding the matter. This Agreement may be revised or amended by written agreement of the parties'signed by an authorized representative of each.party. 15. -County and AgriLife Extension are both governmental entities and nothing in this Agreement waives or relinquishes the right of either to:claim any exemptions,privileges; and immunities as may be provided by law. 16. This Agreement may be executed in one or more counterparts,each ofwhich will be deemed an original. Faxed signatures and countersignatures shall be deemed originals for all ..:purposes and proper evidence of assent to this Agreement. Agreed and Accepted: COUNTY OF BRAZOS Signature: Printed Name: LA ay) PH-e 5 Title: eDUJ)�W�;Lk65tf_ -Date: �5�31 i�O a l TEXAS A&M AGRILIFE EXTENSION SERVICE: DocuSigned by: - Signature: 3232EC4DF_. Printed Name: Dr. Jeff Hyde Title: Director Date: 8/11/2021 DS' AgrUffe Gk °wtv t Vol. 3�_;o .P9 Make the Downtown Bryan Parking Garage Project happen. Bryan,Texas 77803 G E S S N E R Proposal Number:P21-1041-04 E N G I N E S M N G Structural PREPARED FOR: GESSNER CONTACT: SUBMITTED DATE: Mr.Charles Wendt Hannah Loring,P.E. 7/22/2021 Brazos County Purchasing Department hioring@gessnereng.com P.O.Box 914 1-877-GESSNER VALID THROUGH: Bryan,Texas 77805 10/22/2021 979-361-4292 cwendt@brazoscountytx.gov SCOPE OF SERVICES: The project is comprised of the peer review of the results and conclusions previously issued in a structural assessment report (by others)and to provide general consulting to the client with regards to the report results. Site visits,remediation design,and assessment of the structure beyond the items outline within the issued report are beyond the scope of services. By signing as the responsible party,you authorize Gessner Engineering to proceed and acknowledge your agreement to the services defined,as well as the attached terms and conditions.Upon signing,you also agree that you will be billed directly as the Client.If you are requesting this proposal on behalf of someone else,please have them add their contact and billing information and sign in the section below.Please note that this agreement must be signed by the responsible party. RESPONSIBLE PARTY �Bm-- os 1..D1J0'1 Name /� Gessner E ineering Representative(Signature) ago 3. Tej.s ,/�xywe- Johanna Gessner,CEO Billing Address Printed Name,Title .Bryan I TK 7 7�o3 City,State,Zip P Em /3 all Client(Signature) qq Date Printed Name and Title ERENH.AM - BRYAN - FOf:T WGRI'H - GFORGETWAM • SAP!ANTONIO CIVIL CONSTRUCTION MATERIALS TESTING GEOTECHNICAL LAND SURVEYING STRUCTURAL 1voi. 3�8 PO 9K0 FEE BREAKDOWN Listed below is the total fee for each phase of work.If the project is abandoned prior to completion of the design,the fee shall be due the date the project is abandoned and shall be based upon the percentage of services performed. Structural Report-Peer Review $4,000 BILLING & PAYMENT TERMS Invoicing will take place monthly or at completion/imminent completion of a phase/project.Monthly billing may include partial billing of a particular phase,as determined by review of the percent complete for that phase/project. Should the scope of the project change after the design development phase,additional services will be charged based on the time required for revisions at the current hourly rates.Total fee amount will be invoiced and is for the complete services to be provided per the above fee.Gessner Engineering,LLC reserves the right to internally reallocate fee amounts to the various project phases,as necessary,based on the necessary time to complete the work. Additional services may be provided on request or per the terms of this agreement and shall be billed at the current hourly rates in force(available upon request). E Vol. �J3� Pg, _o1-1 TERMS AND CONDITIONS I.DEFINITION OF TERMS A.Agreement—The Agreement Letter,these Terms and Conditions,and any other attachments will be referred collectively as the "Agreement"between the Client and the Engineer. B.Agreement Letter—The letter which identifies the parties to this Agreement and describes the Project. C.Client—The person or entity named as Client in the Agreement Letter. D.Contract Documents—The drawings,specifications,addenda,and change orders that define the Project. E.Engineer—Gessner Engineering,LLC. F Hazardous Materials—Any substances,including but not limited to asbestos;toxic materials;toxic or hazardous waste;PCBs;pollutants including any solid,liquid,gaseous,thermal irritant or contaminant including smoke,vapor,soot,fumes,acid,alkalis,chemicals,and waste; mold,mildew,or other microbial growth;combustible gases and materials;petroleum or radioactive materials(as each of these is defined in applicable federal statutes);or any other substances under any conditions and in such quantities as would pose a substantial danger to persons or property exposed to such substances at or near the Project site. G.Owner—The person or entity,if any,named as the Owner in the Agreement Letter.If no Owner is named,the Client is the Owner. H.Project—The completed installation defined by the Contract Documents including the design,all as described in the Agreement Letter. I.Services—Those engineering services provided by the Engineer in connection with the Project.Such Services consist of both Basic Services and Additional Services as described in the Agreement Letter.It is clearly understood the Engineer is providing professional services only and is not providing any product(s). J.Special Consultants—Consultants In specialized fields outside of Engineer's area of expertise who are retained through the Engineer or directly by the Client or Owner to provide various services such as,but not limited to,testing,surveying,traffic studies,value engineering etc. The use of Special Consultants is subject to the acceptance by the Engineer and to the Client's written approval. K.Work—All work performed in connection with the Project other than Services performed by the Engineer.Work is the portion of the Project that is the responsibility of the contractor. 11.ENGINEER'S RESPONSIBILITIES A.Standard of Care—Engineer represents that it will render Services under this Agreement in a professional manner in accordance with generally accepted professional practices using reasonable care and skill consistent with that ordinarily exercised by members of its profession under similar conditions of time and locate.Except as expressly provided for in this Paragraph,Engineer shall not be liable for a breach of the Standard of Care set forth in this Paragraph unless Client gives written notice of the defective Services,reasonably described. to Engineer within fourteen(14)business days of the time when Client(or Client's contractors or subcontractors)discovers or should have discovered that the Services were in breach of the Standard of Care,but in no event shall notice be given more than one year after the completion of services.If the Engineer received timely notice as herein required,Engineer shall,in fts sole discretion,either(1)repair or re- perform such Services(or the defective part),or(ii)credit or refund the price paid to Engineer that is attributable to such defective Services. THE REMEDIES SET FORTH IN THE PRECEDING SENTENCE SHALL BE CLIENT'S SOLE AND EXCLUSIVE REMEDY AND ENGINEER'S ENTIRE LIABILITY FOR ANY BREACH OF THE STANDARD OF CARE SET FORTH IN THIS PARAGRAPH.Failure by the Client to notify the Engineer of such defects shall relieve the Engineer of the costs of remedying such defects above the sum such remedy would have cost had prompt notification been given when such defects were discovered. B.Excluded Services—Engineer will not obligate itself to provide any Services which,in the Engineers professional opinion,are outside its area of expertise or are in violation of applicable codes or regulations. C.Job Site Visits—Engineer will only make site visits as required by the Contract Documents. III.CLIENT'S RESPONSIBILITIES A.Access to Site—Client will furnish or obtain full and free access to all property as necessary for the performance of Engineer's Services under this Agreement. B.Permits and Approvals—Client will furnish permits and approvals from all governmental authorities having jurisdiction over any portion of the Project and from others as may be necessary for completion of the Project. C.Design Criteria—Client will timely furnish detailed information,design criteria,drawings,specifications,construction standards,and full information as to Client's requirements for the Project.Failure to provide such information or documentation when requested may result in the delay of the Project. D.Reviews and Authorizations—Client shall receive and examine documents submitted by Engineer,interpret and define Client's policies and promptly render decisions and authorizations in writing to prevent unreasonable delay in the progress of Engineers Services. E. Documents and Information- Failure by Client to timely deliver will result in additional charge and timely delivery of project deliverables. The following items are to be provided by the Client for each applicable phase: ACCOUNTING • Billing contacts(name,email address,mailing address) • Invoice instructions • Approval of invoice format • Change order format GEOTECHNICAL ENGINEERING: • Accessible site • Location of utilities • Site plan TERMS AND CONDITIONS STRUCTURAL ENGINEERING: • Architectural backgrounds for our use • If available,Revit°files or CAD files.If construction documents are hand drawn or digital files are not available,full size to-scale drawings shall be provided • A geotechnical report,if not to be provided as part of this agreement • Metal building loads and connection information from proprietary structural systems or systems to be provided by others (applicable for metal buildings only) • Project title block(if no title block is provided,Gessner Engineering will prepare documents on our title block) • All non-standard AutoCAD font files in.SHX format • Final printing and distribution of Specifications and Construction Documents CIVIL ENGINEERING: • Digital backgrounds in AutoCAD or REVIT format.If construction documents are hand drawn or digital files are not available, full size to-scale drawings shall be provided • Project title block(if no title block is provided Gessner Engineering will prepare documents on our title block) • All non-standard AutoCAD font files.SHX format • A complete set of construction documents • Topographical Survey of the site including all topographical information,existing utilities,and other existing improvements in AutoCAD format,if not to be provided as part of this agreement • Utility load data for proposed water and sanitary sewer needs for the proposed building(s) FORENSIC INVESTIGATIONS: • Access to facility • If available,existing building plans,construction test reports and inspections,previous forensic inspection reports,available repair history,and any other information relevant to the inspection. SURVEYING SERVICES: • When applicable,title commitment • When applicable,CAD file F.Client's Consultants—It is understood and agreed that the Client may contract directly with other consultants to provide other services for the Project.The Client agrees that Engineer shall have no responsibility or liability for any portion of the Project designed by other consultants engaged by the Client or by Special Consultants retained through the Engineer for the Client's convenience.The Engineer shall not be required to check or verify contract documents or reports provided by such other consultants or Special Consultants and shall be entitled to rely on the accuracy and completeness thereof,as well as the compliance of such documents or reports with applicable laws, codes,statues,ordinances and regulations. G.Confidential Information—All non-public,confidential or proprietary information of Engineer,including,but not limited to,trade secrets, technology,information pertaining to business operations and strategies,and information pertaining to customers,pricing,and marketing (collectively,"Confidential Information"),disclosed by Engineer to Client,whether disclosed orally or disclosed or accessed in written, electronic or other form or media,and whether or not marked,designated or otherwise identified as"confidential,"in connection with the provision of the Services and this Agreement is confidential,and shall not be disclosed or copied by Client without the prior written consent of Engineer.Confidential Information does not include information that is(1)in the public domain,(ii)known by Client at the time of disclosure,or(iii)rightfully obtained by Client on a non-confidential basis from a third party.Client agrees to use the Confidential Information only in connection with Engineers provision of Services.Engineer shall be entitled to injunctive relief for any violation of this Paragraph. H.Insurance-Represents and warrants that all other consultants and design professionals will be required to have or obtain professional liability and general liability insurance.Client indemnifies and holds the Engineer harmless for failure to do so. IV.PAYMENTS TO ENGINEER A.Time of Payment—Payments to the Engineer shall be made within 30 days following receipt of Engineer's invoice.The invoice will be based upon the proportion of the Engineer's Services completed during the invoice period,or upon time spent when fees are on an hourly basis(but shall not be due to the Engineer before and unless payments are received by the Client from the Owner for the portion of the Services completed by the Engineer).The Client shall promptly forward Engineer's invoices to Owner for payment and shall then exert all reasonable and diligent effort to collect prompt payment from the Owner. B.Late Payment—Client agrees to pay Engineer interest on all amounts past due at a rate of 1.5%per month,subject to maximum legal limits.Any amount paid In excess of maximum legal limits shall be automatically applied to reduce the principal owed by Client.In addition to any amount due and any applicable interest,Client agrees to pay Engineer all reasonable collection and attorney's fees,court costs and other expenses including reasonable value of the Engineer's time and expenses spent in connection with such collection action,computed according to the Engineer's prevailing fee schedule and expense policies.Engineer reserves the right to discontinue all current work if any invoice is not paid within 30 days of receipt.If Client has any invoices more than 60 days past due,all of Client's invoices must be paid in full prior to document submission on the Project. C.Reimbursable Expenses—Expenses payable on a client's behalf to a third party shall be paid directly to the third party or to the Engineer prior to the Engineer engaging the third party to perform work on behalf of the client. V.DOCUMENTS A.Ownership—All intellectual property rights,including copyrights,patents,patent disclosures and inventions(whether patentable or not), trademarks service marks,trade secrets,know-how and other confidential information,trade dress,trade names,logos,corporate names �I Fvo I. S-3 Pg. o� TERMS AND CONDITIONS and domain names,together with all of the goodwill associated therewith,derivative works and all other rights(collectively,"Intellectual Property Rights")in and to all documents,including,without,limitation,drawings,specifications,computer files,electronic media,field data,engineering calculations,notes,and other documents,and instruments prepared or furnished by Engineer to Client pursuant to this Agreement(collectively,the"Deliverables")shall be owned by the Engineer.Engineer shall retain all common law,statutory and other reserved rights,in the Deliverables.Whether or not the Project is completed,but subject to the provisions of this Article,all such Deliverables are instruments of professional service only and Engineer is not providing any product.The Client may retain copies of all Deliverables upon completion of Services and payment in full of all monies due to Engineer.Such Deliverables are not intended or represented to be suitable for reuse on extensions of the Project or on any other project,and Client agrees not to use such Deliverables documents for any other purpose. B.Unauthorized Changes—The Engineer shall have no liability to the Client or others for changes made to the Engineer's documents or to the Project by the Client without the Engineer's prior written approval. VI.DISCLAIMER OF WARRANTIES ENGINEER MAKES NO WARRANTY WHATSOEVER WITH RESPECT TO THE SERVICES,INCLUDING ANY(1)WARRANTY OF MERCHANTABILITY;OR(ll)WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE;OR(111)WARRANTY OF TITLE;OR(D)WARRANTY PROPOSAL FOR PROFESSIONAL SERVICES-ATTACHMENT B AGAINST INFRINGEMENT OF INTELLECTUAL PROPERTY RIGHTS OF A THIRD PARTY;WHETHER EXPRESS OR IMPLIED BY LAW,COURSE OF DEALING,COURSE OF PERFORMANCE,USAGE OF TRADE OR OTHERWISE. VII.LIABILITY LIMITATION A.Engineer shall have no responsibility or liability to Client or to others for acts or omissions of the contractor or any other persons (including,without limitation,Client and/or Owner)performing Work on the Project;or for construction means,methods,techniques, sequences or procedures,time of performance,programs or for any safety precautions,in connection with the Work;or for contractor's or any other person's(including,without limitation,Client's and/or Owner's)failure to carry out the Work in accordance with drawings and specifications prepared by Engineer;or for acceptance by the Client,its agents,subcontractors,or employees,of materials,equipment and/ or workmanship over the objection of Engineer,its agents or employees if such materials,equipment or workmanship in question have been rejected in writing by Engineer,prior to the inclusion of same in the Project,and Client shall notify Engineer in writing before any Work is accepted on behalf of Client or Owner without prior written approval of Engineer so that Engineer may timely object to such acceptance;or for any other reason beyond the warranty of the use of reasonable professional skills in execution of the Services described in Paragraph II(A)above.Furthermore,Engineer shall not be responsible or liable for any defects or omissions in the Project or Work resulting from any deviation from Engineer's Contract Documents or recommendations;for any defects or omissions by any persons or entities responsible for performing any of the Work for any portion of the Project;or for any claims related to increased costs within the contingency resulting from changes described below.IN NO EVENT SHALL ENGINEER BE LIABLE TO ANY THIRD PARTY FOR ANY LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY CONSEQUENTIAL,INCIDENTAL,INDIRECT,EXEMPLARY,SPECIAL OR PUNITIVE DAMAGES WHETHER ARISING OUT OF BREACH OF CONTRACT OR WARRANTY,TORT(INCLUDING NEGLIGENCE OR FRAUD),STRICT LIABILITY OR STATUTORY LIABILITY OR ANY OTHER CAUSE,REGARDLESS OF WHETHER SUCH DAMAGES WERE FORESEEABLE AND WHETHER OR NOT ENGINEER HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES,AND NOTWITHSTANDING THE FAILURE OF ANY AGREED OR OTHER REMEDY OF ITS ESSENTIAL PURPOSE.IN NO EVENT SHALL ENGINEER'S AGGREGATE LIABILITY ARISING OUT OF OR RELATED TO THIS AGREEMENT,WHETHER ARISING OUT OF OR RELATED TO BREACH OF CONTRACT OR WARRANTY,TORT(INCLUDING NEGLIGENCE OR FRAUD),STRICT LIABILITY OR STATUTORY LIABILITY OR ANY OTHER CAUSE,EXCEED THE AGGREGATE AMOUNTS PAID TO ENGINEER PURSUANT TO THIS AGREEMENT. B.No Personal Liability-Client and Engineer agree the representations and undertakings set forth in this Agreements are not made or intended as personal by their respective shareholders,officers,directors,members,managers,employees,and no personal liability is assumed by,nor may at any time be asserted against,any of them personally,all such liability,if any,being expressly waived or released by the Parties.The Parties agree claims,if any,will be brought against the business entities that are the Parties to this Agreement. C;Safety—Engineer has not been retained or compensated to provide design and construction review services relating to the contractor's safety precautions or to the means,methods,techniques,sequences,or procedures required for the contractor to perform his Work in accordance with the Contract Documents and any health or safety precautions required by any regulatory agencies.The Client agrees that the general contractor shall be solely responsible forjob site safety,and warrants that this intent shall be carried out in the Client's contract with the contractor.The Client also agrees that,as a condition to the Client's contract with the contractor,the Engineer shall be indemnified by the contractor and shall be made an additional insured under the contractor's general liability insurance policies. VIII.INDEMNIFICATION The Client and the Owner shall,jointly and severally indemnify and hold harmless Engineer from any and all damages,liabilities,cost and expenses,including reasonable attorney's fees arising out of or connected in any way with any breach by Owner or Client of this Agreement; any services performed by any Special Consultants or any of Client's other consultants;any acts or omissions of any person or entity performing any portion of the Work;any cause of action by any person or entity performing any portion of the Work based on Engineer's good-faith recommendation to reject or accept any portion of such Work;acceptance of any Work which Engineer has recommended in writing be rejected;the detection,presence,handling,removal,abatement or disposal of any Hazardous Materials,which may,at any time, be in,on,about,or adjacent to the Project site WHETHER SUCH LIABILITY RELATED TO THE HAZARDOUS MATERIALS ARISES UNDER BREACH OF CONTRACT OR WARRANTY,TORT(INCLUDING NEGLIGENCE OR FRAUD,STRICT LIABILITY OR STATUTORY LIABILITY OR ANY OTHER CAUSE,EXCEPT FOR THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER.Because remodeling and/or rehabilitation of existing facilities requires the Engineer to make assumptions regarding existing conditions which may not be verifiable 109 vol. 3,33 pg. 0120- TERMS AND CONDITIONS without the Client or Owner expending substantial sums of money or destroying otherwise adequate or serviceable portions of the facilities, the Client and Owner agree,to indemnify and hold harmless the Engineer against all damages,liabilities or costs,including reasonable attorney's fees and defense costs,arising out of or In any way connected with the Project,excepting only those damages,liabilities or cost attributable to the gross negligence and willful misconduct by the Engineer. IX.HAZARDOUS MATERIALS It is understood and agreed that in seeking the Services of the Engineer under this Agreement,the Client is requesting the Engineer to perform the Services for the Client's benefit:Both parties agree that the Engineer has not been retained or compensated to provide any services related to the presence of any Hazardous Materials. X.TERMINATION This Agreement may be terminated by either party for any reason by sending written notice to the other party.Such termination shall be effective seven(7)days after notice is received.Within seven(7)days of termination of the Agreement,Engineer will send a statement of account and final invoice to Client for Engineer's Services rendered.Client shall pay Engineer the amount set forth in the final invoice which will be equal to the sum of the following amounts which have not been paid prior to the date of the final invoice:(i)compensation for Basic Services performed for any part of the Project,plus(ii)additional compensation for Additional Services rendered,plus(Iii)reimbursement for reimbursable expenses incurred by Engineer,plus(iv)Special Consultant fees incurred by Engineer,plus(v)any outstanding interest in accordance with Paragraph!V(B)hereof. XI. MISCELLANEOUS PROVISIONS A.Assignment of Rights—Neither Client nor Engineer shall assign or transfer all or any portion of its interest in this Agreement without the prior written consent of the other.Subject to the preceding sentence,this Agreement shall inure to the benefit of and shall be binding upon the successors,permitted assigns and legal representatives of each party.Subcontracting to Special Consultants normally contemplated by the Engineer shall not be considered an assignment for purposes of this Agreement. B.Entire Agreement—This Agreement represents the entire and integrated Agreement between Client and Engineer and supersedes all prior negotiations,representations or agreements either written or oral.This Agreement may be amended only by written instrument signed by both Client and Engineer.These Terms and Conditions shall prevail over any of Client's general terms and conditions regardless of whether or when Client has submitted its request for proposal,order,or such terms.Provision of services to Client does not constitute acceptance of any of Client's terms and conditions and does not serve to modify or amend these Terms and Conditions.CLIENT WARRANTS AND ACKNOWLEDGES THAT IT IS NOT RELYING UPON ANY LEGAL DUTY,IF ONE EXISTS(CONTRACTUAL,STATUTORY,AT COMMON LAW, FIDUCIARY,ARISING OUT OF THE RELATIONSHIP AMONG AND BETWEEN THE PARTIES,OR OTHERWISE),ON THE PART OF ENGINEER TO DISCLOSE ANY INFORMATION IN CONNECTION WITH FACTS UNDERLYING THE TERMS OF THIS AGREEMENT ORTHE EXECUTION OFTHIS AGREEMENT,IT BEING EXPRESSLY UNDERSTOOD,ACKNOWLEDGED,AND AGREED BYTHE CLIENTTHAT IT SHALL NEVER ASSERT ANY FAILURE TO DISCLOSE INFORMATION ON THE PART OF ENGINEER AS A GROUND FOR CHALLENGING THIS AGREEMENT. C.No Arbitration Required-Notwithstanding any provisions set forth in the Agreement Letter,Contract Documents,or these Terms and Conditions,the parties will not be required to arbitrate disputes arising under the Agreement or in connection with any transactions or Services undertaken pursuant thereto. D.Waiver—No waiver by either party of any of the provisions of this Agreement is effective unless explicitly set forth in writing and signed by such party.No failure to exercise,or delay in exercising,any rights,remedy,power or privilege arising from this Agreement operates or may be construed as a waiver thereof.No single or partial exercise of any right,remedy,power or privilege hereunder precludes any other or further exercise thereof or the exercise of any other right,remedy,power or privilege. E.Betterment—If not due to the Engineers negligence,a required item or component of the Project is omitted from the Contract documents, the Engineer shall not be responsible for paying the cost required to add such item or component to the extent that such item or component would have been required and included in the original Contract Documents.In no event will the Engineer be responsible for any cost or expense that provides betterment or upgrades or enhances the value of the Project. F.Interpretation—LIMITATIONS ON LIABILITY,WAIVERS AND INDEMNITIES FOR THIS AGREEMENT ARE BUSINESS UNDERSTANDINGS BETWEEN THE PARTIES AND SHALL APPLY TO ALL LEGAL THEORIES OR RECOVERY,INCLUDING BREACH OF CONTRACT OR WARRANTY,BREACH OF FIDUCIARY DUTY,TORT(INCLUDING NEGLIGENCE OR FRAUD),STRICT OR STATUTORY LIABILITY,OR ANY OTHER CAUSE OF ACTION,PROVIDED THATTHESE LIMITATIONS ON LIABILITY,WAIVERS AND INDEMNITIES WILL NOT APPLYTO ANY LOSSES OR DAMAGES THAT MAY BE FOUND BY A TRIER OF FACTTO HAVE BEEN CAUSE BYTHE ENGINEER'S GROSS NEGLIGENCE OR THE ENGINEER'S WILLFUL MISCONDUCT.The Parties also agree that the Client will not seek damages in excess of the contractually agreed-upon limitations directly or indirectly through suits against other parties who mayjoin the Engineer as a third-party defendant.The term"Parties",for purposes of this Paragraph only,means the Client and the Engineer,and their officers,directors,partners,employees, subcontractors,and Special Consultants. G.Force Majeure—Neither party shall hold the other responsible for damages or delay in performance caused by acts of God,fires,riots, natural disasters,strikes,lockouts,or other labor disputes(whether or not relating to either party's workforce),accidents,governmental actions,war,invasions or hostilities(whether war is or not),terrorist threats or acts,or other civil unrest,national emergencies,revolutions, insurrections,epidemics,or restraints or delays affecting carriers,telecommunication breakdowns or power outages or any other events beyond the reasonable control of the other party,its employees or agents. H.Severability—In the event any provision of this Agreement shall be held to be invalid or unenforceable,that provision shall be struck and the remaining provisions shall be valid and binding upon the parties. I.Relationship of the Parties—The relationship between the parties is that of independent contractors.Nothing contained in this Agreement vo 1. 33 WW Pg lag 4 TERMS AND CONDITIONS shall be construed as creating any agency,partnership,fiduciary,joint venture or other form of joint enterprise,employment or fiduciary relationship between the parties,and neither party shall have authority to contract for or bind the other party in any manner whatsoever. J.Survival—Notwithstanding completion or termination of this Agreement for any reason,all rights,duties and obligations of the parties, Including all limitations of liability,Indemnifications,warranties„disclaimer of warranties,and representations,shall survive such completion or termination and remain if full force and effect until fulfilled. K.Cost Estimates—Any opinion of the construction cost prepared by Engineer represents its best judgment as a design professional familiar with site,geotechnical and structural work and is supplied for the general guidance of Client.Since Engineer has no control over cost of labor and materials,over competitive bidding,or other market conditions,Engineer makes no warranty,express or implied,that the bids or the negotiated cost of the Work will not vary from the Engineer's opinion of probable construction cost.Further,the Owner and the Engineer agree that certain increased costs and changes may be required because of possible omissions,ambiguities or inconsistencies in the Contract Documents prepared by the Engineer and therefore,that the final construction cost of the Project may exceed the estimated construction cost.The Owner agrees to set aside a reserve in the amount as a contingency to be used,as required,to pay for any such increased costs and changes. L.Instructions to Contractor—Engineer's instructions to the contractor(s)shall be issued in writing through the Client unless otherwise mutually agreed. M.Titles—The Paragraph titles used in this Agreement are for general reference only and are not part of the Agreement. N.Third-Party Beneficiaries—Nothing contained in this Agreement shall create a contractual relationship with ora cause of action in favor of a third party against either the Client or the Engineer.The Engineer's Services under this Agreement are being performed solely for the Client's benefit,and no party or entity shall have any claim against the Engineer because of this Agreement or the performance or nonperformance of Services hereunder.The Client and Engineer agree to require a similar provision in all contracts with contractors, subcontractors,Special Consultants,other consultants of the Client vendors and other entities involved in this Project to carry out the intent of this provision. 0.Renegotiation—Lump sum and not-to-exceed Agreements will be subject to renegotiation at the Engineer's discretion if the duration of the Project is more than twenty-four(24)months. P.Governing Law—The Agreement and all matters arising out of or relating to the Agreement are governed by,and are to be construed in accordance with,the laws of the State of Texas,without regard to the conflict of law provisions thereof to the extent such principles or rules would require or permit the application of the laws of anyjurisdiction other than those of the State of Texas. Q.No Representation-THE CLIENT FURTHER WARRANTS AND ACKNOWLEDGES IT HAS BEEN GIVEN A REASONABLE PERIOD OF TIME TO CONSIDER THE AGREEMENT AND HAS THOROUGHLY REVIEWED EACH DOCUMENT AND HAS AGREED TO THE TERMS WITH THE ADVICE AND COUNSEL OF ITS ATTORNEY.CLIENT REPRESENTS AND WARRANTS THAT IN EXECUTING THE AGREEMENT IT DID NOT RELY AND HAS NOT RELIED UPON ANY REPRESENTATION OR STATEMENT MADE BY ENGINEER OR ANY OF ITS AGENTS, REPRESENTATIVES,OR ATTORNEYS,WITH REGARD TO(1)THE SUBJECT MATTER OR EFFECT OF THE AGREEMENT,OR(2)ANY OTHER FACTS OR ISSUES WHICH MIGHT BE DEEMED MATERIAL TO ITS DECISION TO ENTER INTO THE AGREEMENT,OTHER THAN AS SPECIFICALLY STATED IN THE AGREEMENT. [End of Attachment"B"] O Vol. Pg, o��� Make the Brazos County Road & Bridge Building Observation happen: Bryan,Texas G E S S N E R Proposal Number: P21-0967-04 ENGINEERING Structural Observation PREPARED FOR: GESSNER CONTACT: SUBMITTED DATE: Mr.Fred Paine,P.E. Hannah Loring.P.E. 7/13/2021 Brazos County Road&Bridge hioring@gessnereng.com P.O.Box 914 1-877-GESSNER VALID THROUGH: Bryan,Texas 77803 10/13/2021 979-822-2127 fpaine@brazoscountytx.gov Gessner Engineering presents this Agreement to provide structural observation services for the above referenced project.We appreciate the opportunity to provide these services and look forward to being a part of your project team. PROJECT DESCRIPTION: Gessner Engineering understands the project is comprised of a structural observation of the existing two-story framed area of the Brazos Valley Road and Bridge office structure in order to determine areas requiring remediation and/or repair,as well as provide recommendations for partial demolition of the rear portion of the second story to reclaim the full height structure for warehouse use. By signing as the responsible party,you authorize Gessner Engineering to proceed and acknowledge your agreement to the services defined,as well as the attached terms and conditions.Upon signing,you also agree that you will be billed directly as the Client.If you are requesting this proposal on behalf of someone else,please have them add their contact and billing information and sign in the section below.Please note that this agreement must be signed by the responsible party. RESPONSIBLE PA TY Xj�yj Name Gessner E ineering Representative(Signature) dD S- �exG S ,�1�"' Johanna Gessner,CEO Billing Address Printed Name,Title 3_6Taki , TX `17M3 City,State,Zip P m it 3 �I Client(Signature) -_ L V Date " e. F6+t t_S / , W IRh ry A�1`� Printed Name and Title BRENHAM BRYAN - FOR7WORTH GEORGETOWN SANANTONIO CIVIL CONSTRUCTION MATERIALS TESTING GEOTECHNICAL LAND SURVEYING STRUCTURAL Vo I. Pg. PROJECT SCOPE By nature,this visual observation attempts to collect data indicative of patterns of distress.In doing so,not every defect may be located or accounted for.This observation is limited to observable items as made accessible by the client Gessner Engineering neither extends nor implies any warranty as a result of this observation or any repair performed on the structure. Excluded items may be included upon verbal authorization and will be billed at the hourly rate herein. INCLUDED EXCLUDED _ ^� ✓ Review of available documents from the original x Inspections of non-structural components,or any areas construction or previous inspections,as applicable not associated with the scope of this proposal ✓ Visual site inspection(s)of defects and surrounding x Remediation designs(proposed as additional services,if conditions requested) ✓ Obtain available and accessible data as it pertains to the x Demolition,to any degree,to expose existing structure project scope x Repair to damage that may occur during the observation ✓ Report data and conclusions describing the existing x Specialized testing not associated with the scope of this conditions,potential causes for noted deficiencies,and proposal general recommendations for remediation,as required x Exterior site survey or location of utilities x Cost estimation,procurement,or permitting services x Furnishing of lifts,ladders,or fall protection equipment x Alternate recommendations or revisions to the final report (provided as an additional service) i 'i Vol. Pg. c�' FEE BREAKDOWN Listed below are the personnel(title and associated hourly rate)typically involved with structural engineering tasks and responsibilities.A full list of company personnel and hourly rates are attached at the end of this proposal. Structural Engineering Hourly NTE$3,000 Principal $200/hour - Senior Engineer $160/hour Professional Engineer $135/hour Graduate Engineer $105/hour Designer $80/hour BILLING & PAYMENT TERMS Invoicing will take place monthly or at completion/imminent completion of a phase/project.Monthly billing may include partial billing of a particular phase,as determined by review of the percent complete for that phase/project. Should the scope of the project change,additional services will be charged based on the time required for revisions at the current hourly rates.Total fee amount will be invoiced and is for the complete services to be provided per the above fee. Gessner Engineering,LLC reserves the right to internally reallocate fee amounts to the various project phases,as necessary, based on the necessary time to complete the work. Additional services may be provided on request or per the terms of this agreement and shall be billed at the current hourly rates in force(available upon request). 2020 PROFESSIONAL SERVICES RATE SCHEDULE Rates include all normal charges for materials,equipment and labor within the scope of the proposed work.Additional fees will be specified. TRAVEL&SUBSISTENCE Where reimbursable expenses apply,all travel and subsistence expenses are invoiced at actual cost plus 10 percent handling.Cost of mileage for any company owned vehicle is computed at a rate of$0.75 per mile. SUBCONTRACTING All subcontracted services are invoiced at actual cost plus ten percent for handling.These include but are not limited to reproduction,professional consultants,subcontracted services,rented or leased equipment and direct expendable supplies TERMS OF PAYMENT Invoices are submitted monthly for all services rendered during the previous month or upon the date of completion. Payment of invoice is due upon receipt. PERSONNEL EMPLOYEE TYPE BILLING RATE(PER HOUR) Clerical $60.00 CMT Project Manager $100.00 Construction Inspector $85.00 Designer $80.00 Draftsman $60.00 Drilling Manager $60.00 Graduate Engineer 1 $80.00 Graduate Engineer II $105.00 Principal $200.00 Professional Engineer $135.00 Registered Professional Land Surveyor $135.00 Senior CMT Project Manager $135.00 Senior Engineer $160.00 Senior Survey Technician $95.00 Surveyor in Training $105.00 Survey Field Crew $110.00 Survey Field Crew-Two Man $55.00 Survey Technician $80.00 Technician $52.00 Technician(Weekend/Holiday) $78.00 Senior Technician $60.00 Senior Technician(Weekend/Holiday) $90.00 Please contact our Proposals Department otproposols@gessnerengineering.com with any project inquiries. Vo 1. . 5-2 Pg: �`(' =� Brazos County Purchasing Department 200 SOUTH TEXAS AVE SUITE 352 BRYAN,Tx 77903 PHONE(979)3614290 FAX(979)3614293 July 21.20211 Dr.Joel Richards 18395 Anasazi Bluff Dr. College.Station,TY 77845 Re: Renewal of Contract.#20-134for Medical&ffealth Services for the Brazos County. Brazos County appreciates the quality work your company'has provided and would like to exercise the renewal option for Medical&Health Servicesfor the Brazos Caliirtp 21-141R,previously known as 20- 134. All terns;conditions,and pricing shall remain the same. This renewal term will be for one year from September 1,2021 to August 31,2022. To accept the renewal option, please fill out the information and sign below. Return the signed documents by email to kbattles@brazoscountytx.gov or fax to (979) 361-4293. Please then submit an updated Certificate of Insurance by email or mail to the address listed above. Please return acceptance as soon as possible. If you have any questions,I may be reached at.(979)361-4285. Contact Name: J�� 0Aa'gt6 Title: CU LA- a/ E-Mail: wet oo d oci slu ` , .Lyr^ Telephone: DRKJOEL RICHARDS ?tS L An or 0 Signature D e M OUN Duane Peters,County Judge Date Vol. pg. c� �Pg s.op BRAZOS COUNTY BRYAN,TEXAS DEPARTMENT. CC 2021-Utility Permit-Wickson Road and Bridge NUMBER: Creek SUD-Long Trussel Road- 5,310'SE of FM 2038 DATE OF COURT MEETING: 8/3/2021 ITEM: Consider and take action on the Wickson Creek Special Utility District utility permit to construct a road bore for a 2 inch water line crossing under Long Trussel Road 5,310 feet southeast of FM 2038. Site is located in Precinct 2. TO: Commissioners Court FROM: Darrell Kolwes DATE: 07/26/2021 FISCAL IMPACT: False BUDGETED: False DOLLAR AMOUNT: $0.00 ATTACHMENTS: File Name Description Tvae Utility—Permit=Wickson Creek SUD= Utility Permit-Wickson Creek SUD-Long Trussel Road- Long_Trussel Road_ Backup Material S 310 SE of FM 2038.pdf 5,310'SE of FM 2038 "PR Duane Peters Date County Judge Vol. Pg.—W8— — APPLICATION FOR WATER UTILITY PERMIT. - .IDESIGNATING PLACEMENT OF UTILITY IN:COUNTYRIOHT OF WAY "TO: ::' THE.COUNTY ENGINEER OF:BRAZOS COUNTY,TEXAS . : ':.Piirsuarit to fhe Texas Utility,Code,Section 181..024,comes' WICKSON CREEKSUD . _. . [coiupa{ty ita�neJ, TEXAS slate Co..oration with:authority to transact business.in hereinafter referred tows`'Company",a [ J rp : .: Texas,acting by and through.its duly aur- oriied repress ntatiVe,and hereby petitions the County Engineer for the':righi . .. .. to"lay,:constrict,maintain;repair and/or operate ti gas facility under,over,across and/or along certain County Roa_ds as shown on.drawings and diagrams attached hereto and said location descHbeed ' follows: Facility to Cross Road Length of ' . :.:TYPE OF CONSTRUCTION •:.Road Naive&Block Number.: € Crossin (CHECK ONE :. . . : Boded :. Jackcd :: Driven Cased ::LONG TRUSSELL RD50''' X X .... :.,, . . Facility to Parallel Couhfv Road Withili k hi-Of-Way Road Name and Block :. Frain ' "To Dc th Distance CONSTRUCTION TYPE . Diameter 3/8" Wall Thickness :4"$ncasement.P- ipe Material Speci[icahon :::`PVC .`Nfax**mum 0 eration_Pressurc" .80 PSI P The:location.and''descri tion'of the ro osed installation.'.,and.a urte'hances.must:be 'full :sliowi.on the attai:hed p .p:. ... PP Y . detailed drawin" P " The.Company shall commence.actual construction/work`in good faith within.'60 days fromahe date of said permtapd. shall complete sand.construction /work within 1" working days..:(COIVIPAI>lY"Iy11UST.VILL Imo. If Stich: .:: ' construction is no[Begun by the 60'x'day,Company will be required to apgly.fora new permit. :.:Company declares that prior to.fling this,application, it has:ascertairied ih°e location.,of all.existing utilities, botls'aerial. .. . . and undecgroiind, and:the.filing of thrs :application is 'prima facie-:evidence that.fhe:proposed:installation will'not . conflict with any.ezisting utility: .:.:.A.copy of this permit shali:be kept at the job site any time workis being performed. ... ...... .... . :It;is.expressly;st p dated that this,Permit i'" license.for: erniissive use:onl .and tliaf.the lain :of facilities:ii 'on P. Y P. t; P . .. publrc property pursuant to.this peritiit shall hot-operate to create or vest any property°right in said holder. Itis i nderstood;and agreed that ahe righ6.and privileges h6ecin set:otit are,granted only:to the extent.of the'County's . right,title and inf6eest in the land to-he 6htered•upon and used by a holder and the holde"rvilI atall-fi!hes'assume:r't.Sk of:and tndemriify;:defend and save.ttarmless:Brazos County.from and:againstany..and."all loss; damages, :cost or :. :expense arising in.any manner'on-account:of the.ekercise-orittempted exercise.Wsaid holder`ofthe aforesaid rights. and privileges :.. " . :: ... Ariy deyiation Arom these spet:ifications:mtist be approved by Brazos County •Ehgil ecr's Office or its designated: representative ::. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Applicant agrees,to:comply:with all rules:of:the County:Commissioners-and thi Uu ft Engineer iri a onstruciiori:ol' :. said lnstalJauon attached hereto as l3RAZOS.COUNTY:-DESIGN STANDARDS ANO-�SAFETY:PRECALM :. REQUIREMENTS.FOR WORK COND,UCTE.D IN DRAZOS COUNTY RIGHTS`OF WAY and inc' 1poiated. herein for reference. : . - • ' In:rhe:eyeirt 'onipRtty jails to.obtain,a peMiir prior to tho:rnslallalion nr dols not lnsi+all utilities•in 6nipliance wfllt. ... .. . tustallalloit regrrlrenrehls set fot7lr,lrereilr{<.e,depilr,location,etc),Company assumes illiffnriuctal responsiblJlty jor . darira�es.and/or destructiart of lines,cables;eta bused upon lis failrtre to:comply IVil1l.Brazos CafJJtlj�i equiremerils:' Applicant agrees rJlat f Brazos,CornJty denioitstralexa Viitlallot;Of lite terms of tltls°policy,Applicirnt stipJilRles 1/irrl. reqursdes far ttrJurrctrve relief exJs!'and drat Brazos Cprtnty is entitled to:rellef eirjoining airy ciirlduct by applrcailf IvlJicb is.colorm to I le policies Tlrts permit Is a revocahle jre ririi! ••Brazos Coatity reserves the right to revoke phis permir at any time,.in lite sale dlscretiaJr ojB'raios`Cou�rq►;fnr.Jrileresls ojpubllc health,safety or welfare, orforfallitre to'repgrr any damages _ upou demarJd,orJor oily other ertsorr deeinetisr cleat by Brazos coiiiir}.. :: :::... :: Irl fire even!Company foils io.,0 41y will! ally al all ajthe reglfllerlteuls as Se!forth 1Jerelit,the CDIUtIy May lir/te snJrli actron aslt deeJrts appropriate!o conrpe!compliaric :The CouittyEngiiraerfirrtlrer�retains the right to revoke 11115.Perntl!by verbal 11011/katiorr to the ApplicandCompatry. Failr�re to obtaltt 11i1s pernrtt antUor irolify the County Eriglireer's Offrce Ivlllrin 14 hnlirs of begi,i1ibtg cortstrtrdtoi. sJiatl canslitrrte grriritirls for job sltuldowJi: " By:Signing below;.t certify that l stn-authorized io repiesent..tlle Company:li5ted beioiv;acid that thea.ompany agrees to the:conditions/provisions included in ihis.peninit: :. WICKSON CRPEtK SEX) :. . .. . ::. :.. .. .. : C ompany Name By- . - y • . .=:SIn :. • :... gtoe :�::. . . .... :. Title' t� • P.O. BOX:4756 . ..-:::.•-.. - .. :. . - :.;'Address •.:.:,:.... .- .: '_- . . ::-BRYAN,- TX. 77805' :• • Staid • ,._••tg791 SRA � Telephone Number Emall- :: .•. .:r: - .:. Vol Pg. DU v - , . . .. . .. . . .... ., .. .. .. . .. . . . . . . . ::. ... . . .. . . . . WATER UTILITY,APPROVAL m :- . . .... . .. . .... . <:;:.:8riizos.County offers no objection-fo the:proposed location:'O the utility.in the Cotitity°rich; of way:as-sEio}vr 6y .. .. . :: .. ... . .. .. ... . . : :::. .. . accompanying drawings and notice dated a {" cZ excepf as noted-below: .:. :...: : ...... . : .. . . .. ....... :::; I)aylYe . ,: . :.:. ::::.:..:. (Month/ ar) • : . ::.:•:::.. ....:. . . . . .: :: . ..,.. .... .. :.: . ....:...: : .. ::_::. .,.EXCEPM6NS:.� .:�;.:;:: : :... : .. ... .. . I. ..... . . ... ..... .. .: `L', ;. :.....::.. . :: :: . .. , -_ :::: :: ..::;..;:. .. .. . . . - .. "* . .. . )..:...- . . :.�-::..-,:,::'Cc--:,"—.--:' .-...,.-....-,--.a,I . . .. B . .. - razor,County EnSineer . . . ... ...;, .. :..: ... . . ... . . ..... ... I�:..: :. ........... . :...: :.. .. . .... . a : ...° .. :::=:': :. ::.. . . . Vc�l. :. P. :.. . .,i:fa s.,.. i - r T3° ,.,1. :u i', ^.'Kzz. S r°x. ri r .+.qxi=f _ t ,.;.i.> _ ..,x :9-a _:i F x - iii' ,,' :. o ROAD RI3HT-0F�AIAY CENTER-LINEOF GGUN LY ROAD.: ...:; :SHOW NORTH ARROW' ROAD.RIGHT-0F.MY:.. PLAN fIE11U: PEI N CENTERLINE .. ..:..::.:: Zc- .....: ... . I 1 k :°TYPICAL SECTI0N NTY ROAD - 7. IP1 CROSSlNG;ROAD OR-GOING ALONG RIGHT-OF-WAY;SHOW DEPTH:$LOCATION OF:CONSTRUCTION .-SECTION:&PLAN . 2. IN PLAN VIEW.SHOW DISTANCE FROM:YOUR CONSTRUCTION T0.NEAREST INTERSECTION 3, IF ABOVE PLAN,VIEWANDIOR TYPE SECTION IS NOT.APPLICABLE,.THEN SHOiN:ApPLICABLE;PL'•AN'AND1 OR SECTION: ;! Vol. Pg. �� r _ ri` tti f �� q� f { yy. '• �'��I;'rar #1 1�, + � s�. � • .d.Y / �d' � ,`fid'.. 1„ce laki.. � 1 �,. `'.ter� ,..�,• '` `r" f `• 1n""'�� z �„ '� g x�t�• J i i t' $':•�..�+.�. a+Y ,�fSi;' L'Dr�g a� a• � ' T ' ^'�4�y•.ice,,.(ii ',p�."i, 3 ,I;^ICE-=;l- z � .�trss �: + $v � � t'r�j�j'"" ��ti�" :d'11 ,tea, _`err}���•., - � ? �1� �{ c Ru �k• y? � .AVO � a •. YA 1n, ti a s. 5 � 5C\Q r1};y r .,v.'+ f yf • r1, ,:Y} s,- 't5; —Yr�hl�� [J' �5 P µ� �1rt. ��i�,'��e{u51� j 'r ..',%:• ��.; rr' • �. i•A�til. J .. �' ' ��� +o-T� �`�(',✓��-�� i, -x r�s',' a y,t •1. 1 fi��r^...nq� +• jf��f.� 3 � 'u"ti L �{,�+w .ur t.� - y F l t L ;.', ? i • 7� it 1 .� r.4r 'Ly¢Y'i 'tz� � i}� l"a r. ::r �� y:Sw��-`'e rZ` 1��<,i r v� #`y'". •f {• n, � '.fir ,yn ~I�w''�+'^rti. ` -,r+} a4A • �y ..'q'. 1 • .'BRAZOS COUNTY ROADWAY SAFETY AND ROAD . PRESERVA'T•ION'STANDARD 'FOR WORiK:CONDIJCTED IN BRAZOS COUN'T'Y RIGHTS.OiF WAY _:'A.'�Generdl lJeauipemerrts - -- - 1. Adequate drainage;shall be maintained in ditches.at all times.• 2. Permittee will use Best management practices.(`.'BMP")(EPA;and TCEQ.both provide lists oFexamples of . : BMP s)to minimize:erosion and sedimentation resulting from the proposed installation.:::: . . 3. .,The permittee shall take precautions to avoid damage to property..:All County Right of Way_aad property :.Sfi ir be restored to its original condition,as far as practical,in-the.opinion.bf the.County Engineer or appointed representative. 4. .The construction and maintenance of such utility shall not interfere with the,property or rights of a prior occupant. Perfnittee-shall not.interfere with other utilities.located iii the right of way: In the event damages occur; ;. permittee will be liable to the'County'or other utilities running through.the_right-of way'. 6.'.. County:Edgineer shall.determine whether br not.permittee's plans shall inconvenience the public.'If itis.':': :determined that inconvenience to the public exists,then the County Engineer will decide whether such'..... ::• . : .. r9 twill be allowed'or if an alternative exists.so as not to inconvenience the' ublic. B.`.:Safety IleQafrerirerats : . 1, Proper traffic control measures must be put in place prior to beginning work and remain in place during 'the of the job:::All traffic'control measures must follow the Texas Manual of Uniform.Traffic : .Control Devices-(TMUTCD).'.See Traffic-Control Requirements below:. construction,all safety regulations of the Texas Department.of Transportation shall be observed: ittee must takeauch precautio 3.. ::Permns and measures, including'placiiig and-displaying safety devices,:.as M. .:may:be necess tri order to safel•-.conduct the`ublic throw the ro act area: Com an shall rovide �Y� X. . P P flagmen,:signs,signals or devices necessary to provide complete safety to the public. P 4: Adequate.provisions'must be trade to cause minimum inconveniences to traffc and adjacent property :.. ..'owners 5. No cable conduit andlor•pole litre shall be laid,constructed;maintained and/or repaired so as to constitute a caner-or haiard of any kind to persons or.vehicles-using such,road.-Any°poles placed:in the Right,of ... • Way for future installation shall be placed at the back of the Right of 11fJay.° Exceptions may be approved :.. byalioun En.. .ie .n: er.. . .... C.:-::TraJIi'c CorrlroJ Plan: 1. A traffic cootrol:plan,pursuant totlie TMUTCD or Engineered Traffic Control Plan must be provided for the following ........ . ... . a:::Aii- aonstruciioii i e i excavation Bole)left o en ovemi Y.::. .. �•�..•P. ... . p. . ght,requires:specific rii-httime traffic_" ...:-.:::.' :..::control measures pursuant to:the TMUTCD;`. y V®1 e,... - - :!. ..,.:...y Y * 'r.n:CC Tt4.P,,.4 .i. '�}'T y'•'t4 :t-. b. If construction is within ten(10)feet of the roadway;or C. '.Any work performed in the road right-of-way; 2 Plan°must be attached to the perrtiit and kept at the job site any time work is being performed. 3. Plan must set forth the time of completion for the job. D. Desien Standards I. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the.pole be placed in the designated area for power specified as set forth in the Texai'Utilftfes Code, Section.181.045.. 2. All pole installation(including lighting)shall be placed at the backside of the Right of Way to:ensurd . safety to the public.-Any pale placed in violation of this requirement will be required to be:moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. - 3. Allunderground installations shall(these are minimum depths—utility may place deeper): a. be placed at a minimum depth.pf forty-eight(48)inches below the top of the pavement; b. be:at least thirty-six:(36)inches below ditch flow line when installation is within the area-measured . 'from.top of bank to top of bank--` c. .be at least forty=eight'(48)inches.below ditch flow line if low pressure gas or petroleum lines. For . high pressure gas and petroleum,lines,see High Pressure Pipelines requirements listed-_below; d not be closer than ten(10)feet from the edge of pavement:Ezce tions may a 1 in ri' is of way of P Y PP Y Ih. . .. Y less than 66 feet. 4. Water Lines: All water lines must be a minimum 36-inches.below the ditch flow line and cased. Waterlines shall be cased if crossing,under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way,shall be installedwithin' designated locations based upon the type of utility. The locations shall be as follows:(measured from ba.ck:of right-of-way). ,Powers -to 2,feet;nominally :.. . . 0616e"-2 to 4 feet,-nominally:3" Gas 4 i6 6 feet,"nominally 5' ' Gable-6 to 8 feet,nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility.:in a`similar manner as referenced in No.3 above;however,the County Engineer-or its designated representative will ' pr9vi46fimal approval of each utility.location.' . 7. The length of any trench to.be.opened in advance of the pipe,conduit or ducts may not be longer"than 400'. if lefft open over night or'unattended 8. .Crossings under a county road shall: a. b0ored or jacked.ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing#the annular space between pipe and casing"and soil exceeds one(1)inch. .Braios County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations} c. TxDOT Standard Specification Item 476 shall be followed for all boring,jacking,tunneling and joints. 9. Bore Pits: a. :noits shall remain open Ion' than 2 days; b. all.pits shall have.proper traffic control measures in places See Traffic Control Plan listed above. c. pits shall NOT be located within ten(I 0)feet from the edge of pavement without prior approval from the County Engineer or his representative; d. iNheri pits are to remain open for more than 8 hours,due diligence will be used in protecting the spoil .pile.to prevent drainage problems; e. based upon soil conditions,the County Engineer or his representative may require shoring to protect pavement integrity; E based upon soil conditions,-the.County Engineer or his representative may require pits be placed further.from the edge of road.- 10, oad:10. Any installation within ten(l0)feet of edge of pavement shall.meet the following: a. location must be approved by the County Engineer or his representative b., backfilled with cement stabilized material. C. based upon soil conditions,the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the. trench will be considered TEMPORARY and shall be replaced with PERMANENT cement.stabilized material as soon as weather permits; e, all disturbed base and pavement materials shall be removed and.restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to f 11 voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity.of the shoulder of the road. In the event Company damages the slope,shoulder or any other portion of the'right-of-way,Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on'the traveled surface of any improved County road will not be petmitted,'except in an instance:whereby.the laying,construction,maintenance and/or. repair of cables,conduits and/or pole lines cannot be accomplished by any other method and in this event'. all such equipment shall be of the rubber-tire vaiiety. Appropriate traffic control shall be provided meeting TMUTCD requirements. .13. In the event said construction and/or maintenance and/or repair requires Company to remove,cut or. jeopardize any section of the road(asphalt,cement,road base,etc.),Company will be required to provide a performance bond or letter of credit securing necessary repairs;:Said bond amount will be determined by the CountyEngineer. 14. The,applicant shall submit a'letter of"No Objection"from the Army Carps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work . 1. In the event Company is required to perform emergency services,that requires excavation in a County Right of Way,and unable to notify the County Engineer prior to conducting emergency repairs,Company . Vol. ,.,,, - - - shall notify CountyEngineer within 24 hours of beginning construction/repairs.-This will allow the. County:En.... .'s Office an opportunity to inspect the site to.ensure the tategdty of the C.ounty'Right of :trafric'safety.controls'used. : -- :: ::.F. Rep'ai'rs io edstintn facilities. 1. Maintenance and/or repair to existing cables;-cooduits;and/or 66le lines..hich require disturbance of the. soil shall not be erformed until o laps describii such maintenance and/or ae air have been a roved.h , . _. the`County:Engineer.oi'its designated representative and.a permit has been:obtained. PP Y..:,.. G Relocatdon of utilities; : .: 1. When and if the County Engineer deterinines ahaf it is necessary for the construction;:repair,improvement, alteration or relocation of allot any portion of said road,ariyo. all poles,wires,-pipes,cables:or other::: - facilities and appurtenances authorized hereuride. r,shall be removed fromsai'd road,°oi'reset.or.relkated thereon,as required b""I County Engineer within*a reasonable time as determined'by the County . Engineer and Utility Company;and at the expense of Utility Company: H HiQll Pressure Piaeliries' : . ....::. l : . pipelines r L. All utiitressure (gnerall 60 PSIor reate :w hether e.rtaiiiin to o :non-controlled access installations should:contain:the°followingadditionalconoled ac.c.ess - information in the description: :. YLECERD. Gnlaa - t •:6=� I. : - i I ,, I : IYgjTb\ SPY AIDAD d I I 2 ?trahlrlW a`.Ym.mlaepgp.mt el - � � - ...� �V I�'u' - -�. •: Imw ': b I'u' S � wo-io .�A nwom•.: �� .�g.. � � I .,':��'' �I,e ',1' 'AD�YfIAIi I .0•t zi.:.� . . ,��' . 8 x! .. : ....,..:... :(rraal..' .etcs. � �ltei rolaIDA':�:�� �•�ilns._ LNr.l.a rsloo mrsw zl looa n.w r2w;" >• I; ' ■. 1,P.'N.NA. '-°'°"O..i a;a:on an � b ;��.R1{ .ttGr .: -axuc I Bg. I 1x601 ST t�!- .i°iu• ' R - :gp : as Iso•Ibs• IW,.w•- .w- •I20• so- "t . a5a.- IYloa-•:..,.; 55 SC'aS'SIS' :as. lo' 4a' 120. a t-!SOS'R .0• Oo. 2a' Iss .�.. {. I _' 1'' so ' soo•`n'600•=sr =N-- 7-7aa• ao 6!.' ij W fE0'esa•7 W' , 600. sso b I. 1 • is NO'TIS'TIO':.fiS'• Ia0 iao' \IO I E. g a:E. •:,1: 11n .. •.:.. 2 T 7S0 OSS sa s1a ,...�� R b.,, { ea to. . .o coo .. .b, Sm.".911D'A,o mo rauma ofr., .. .... .. .. ... ...... ...... I. .. .:.:.� o ._L aI I IRI r.Tl ,. b.. .... i �m/r+.>•a.:�' .� {rsm .aq am m.onwm`s•r,»,q;o;;aiwo,, :.,•:w:,.....y .y� ao..g21ro lam�: : �.:. .:..� .. ._.... �� a. . � .: .: :.:..: o`m°a im°�:�� ;��� me I; .... ....._ . ..: . . .. ..... :' I. vSGL �;,:,. .:�:: ..:: :.... mI1. 07 ii:�.i 'sWni:: t2A1 'In02(Oux:'.r IOG TGY'.. .y., .. 1 .. `,:: tlR.n2h9 Mttl6:.:.. WYnm ST/nL.R- nu s2eTlmlef..: 7. .. ..- ' .: . i ,..,SPT B O.F•r . Qry0y BRAZOS COUNTY BRYAN,TEXAS DEPARTMENT: CC2020 Variance Request Green Road and Bridge NUMBER: Branch Ridge Ph 76-Stormwater detention DATE OF COURT MEETING: 8/3/2021 ITEM: Approval of variance request from Civil Engineering Consultants pertaining to Green Branch Ridge SbbdMsion Phase 7B to waive detention requirement,Brazos County Subdivision Regulations,Article 7.1-1.7. Site is located in Precinct 2. TO: Commissioners Court FROM: Karen Tyler DATE: 07127/2021 FISCAL IMPACT: False BUDGETED: False DOLLAR AMOUNT: $0.00 ATTACHMENTS: Elie Name Descri tl'ron Tvoe GBR Phase 7B_ Letter of Request Backup Material —Variance—Request Detention Requirement sealed.pdf Variance- Drainage Report Backup Material Detention GBR Ph 7B_Drainage Report signed.pdf APPR© Duan Peters Date County Judge F01 33g ��o CiEC CIVIL ENGINEERING CONSULTANTS DON DURDEN,INC. 03/16/2021 Prarthana Banerji, P.E., CFM Brazos County Road & Bridge 2617 Highway 21 West Bryan,Texas 77803 979-822-2127 SUBJ: Green Branch Ridge Subdivision- Phase 76—Detention Variance Request A variance is hereby being requested for waiving the requirement for detention under Article 7. Section H—Drainage and Flood Control, paragraph 7 of the Brazos County Subdivision and Development Regulations. Article 7, Section H, Paragraph 7 outlines criteria with, "The drainage criteria utilized in the BCS Unified Stormwater Design Guidelines shall be used to demonstrate No Adverse Impact." B/CS Unified Design Guidelines list two purposes that detention serves to mitigate adverse impacts from stormwater:flood control and conveyance management. If it is shown through analysis that neither purpose is served by detention in the development,then detention may not be warranted. • Purpose 1—Flood Control A general rule of thumb is that detention in the lower third of the watershed requires timing analysis to ensure that flows from the site do not exacerbate flooding by increasing the overall basin peak flow. As depicted in Exhibit A, Project Vicinity Map, Phase 7B is in the lower third of the Steep Hollow Watershed. Additionally,the confluence of Steep Hollow Branch and Wickson Creek is in the lower third of the Wickson Creek Watershed that drains to the Navasota River. • Purpose 2—Conveyance Management. The majority of Phase 7B lies in Drainage Area 3 as depicted in Exhibits C& D. Drainage Area 3 drains directly to Steep Hollow Branch and subsequently to Wickson Creek, both principal watercourses. Phase 7B of the subdivision drains to three locations that can be analyzed using three points of evaluation. POE 1, capturing Drainage Areas 1 & 2, is located at the confluence of Steep Hollow Branch and Tributary 3.A small portion of Phase 7B drains to POE 1 through Drainage Area 2. POE 2 is located in Steep Hollow Branch east/downstream of POE 1. POE 2 captures the majority of Phase 7A and 7B as well as a small portion of Phase 6 and future Phase 8.The remaining portion of 7B drains eastwardly to Steep Hollow Tributary 1 through Drainage SAN ANTONIO • BRYAN/COLLEGE STATION • LAREDO 4101 S.TEXAS AVENUE,SUITE A I BRYAN,TEXAS 77802 1 (979)846-6212 1 FAX:(979)846-8252 TEXAS FIRM REGISTRATION NUMBERS:ENGINEERING F-22141 SURVEY 10041000 1 WWW.CEcrExAs.com CiEC CIVIL ENGINEERING CONSULTANTS DON DURDEN,INC. Areas 4 &5. POE 3 will be used to represent the flow currently leaving the site from the portions of Drainage Area 4 &5 in Phase 7B. Prior analysis for Phases 6 &7A has shown that detention was not warranted for Drainage Areas 1 & 2. Analysis for 7B will focus on changes to Drainage Areas 3,4, and 5. Peak flows were compared pre and post development at POE#2 and#3.Analysis shows that peak flows at POE#2 increase from 257.72 to 289.16 cfs. due to increased impervious cover, increased area due to grading and decreased time of concentration. Peak flows at POE #3 decrease from 15.23 to 7.24 cfs. due to the removal of impervious cover and decreased area due to grading. Because of the decrease in peak flows, it is not anticipated that flows at POE#3 would benefit from detention. Timing analyses of the subbasins were compared to the preliminary overall Steep Hollow Drainage Basin study performed by Mitchell and Morgan in April 2016,which found the creek basin peak at POE#2 to be at 13 hours. POE#2 and POE#3 both show a decrease in the time to peak,with POE#2 decreasing from 12.5 to 12.4 hours and POE#3 decreasing from 12.4 to 12.2 hours.The decrease in time to peak discharge at POE#2 provides the benefit of further separation from the creek basin peak at 13 hours. Detention for flows discharging at POE#2 would negate the beneficial increase in separation of peaks (see hydrograph table in exhibits E & F) and possibly cause adverse impacts. Because of this, it is not anticipated that flows at POE #2 would benefit from detention. Point of Evaluation Time to Peak Time to Peak Peak Flow Pre- Peak Flow Pre- Post- developed Post- developed developed (cfS.) developed (hrs.) (hrs.) (cfs.) 1 (Previously Approved) 12.85 12.7 328.54 323.71 2 12.5 12.4 257.72 289.16 3 12.4 12.2 15.23 7.24 Table 1: Summary of 100-yr Event Analysis Based on the ultimate development assumptions of the fifteen (15) single family residential lots in Phase 7B, any proposed detention facilities would provide no significant benefit to the surrounding areas and may cause adverse impacts.The increase in peak flow is anticipated to have No Adverse Impacts to the upstream, adjacent, or downstream properties. SAN ANTONIO • BRYAN/COLLEGE STATION • LAREDO 4101 S.TEXAS AVENUE,SUITE A I BRYAN,TEXAS 77802 1(979)846-6212 1 FAX:(979)846-8252 TEXAS FIRM REGISTRATION NUMBERS:ENGINEERING F-22141 SURVEY 10041000 1 www.CECTExAS.COM CAEC CIVIL ENGINEERING CONSULTANTS DON DURDEN,INC. Per B/CS Guidelines Section II, Part 3, Section b: "I have conducted a topographic review and field investigation of the existing and proposed flow patterns for stormwater runoff from Green Branch Ridge Phase 713 to the main stem of Steep Hollow Branch Creek. At build-out conditions allowable by zoning, restrictive covenant, or plat note,the stormwater flows from the subject subdivision or site project will not cause any increase in flooding conditions to the interior of existing building structures, including basement areas, for storms of magnitude up through the 100-year event": Encl: Exhibit A—Vicinity Map Exhibit B—FEMA FIRM Map No. 48041CO210E Exhibit C—Predeveloped Drainage Area Map Exhibit D—Post developed Drainage Area Map Exhibit E—Drainage Calculations and Analysis (Pre) Exhibit F—Drainage Calculations and Analysis (Post) Sincerely, AW Johnnie L. Price P.E. Senior Project Manager .......... 71 JOHNNIE L. PRICE JR. / Civil Engineering t Consultants /................................ ilprice@cectexas.com Ir.o::• 102335.; 979-846-6212 t�`O •••�/CENdo SE�•��kii AL SAN ANTONIO BRYAN/COLLEGE STATION • LAREDO 4101 S.TEXAS AVENUE,SUITE A I BRYAN,TEXAS 77802 1 (979)846-6212 1 FAX:(979)846-8252 TEXAS FIRM REGISTRATION NUMBERS:ENGINEERING F-22141 SURVEY 10041000 1 WWW.CECTEYAS.COM EXHIBIT A R - / lilt 1 G K 5 IDla C t&H iE E 1, tN 268 ` i X49\ CO C fi ,R E E ` f Green Branch Ridge Phase 7B A ' 1 F tu f 01/ $DO Fe et 0 1,900 3,800 7500 Figure B-15: Steep Hollow Branch Watershed Area STORMWATER DESIGN GUIDELINES Page 18 of 24 APPENDIX B: REGION'S WATERSHEDS Effective February 2007 As Revised August 2012 FV01. -as--a� pg. 2 NOTES TO USERS EXHIBIT B LEGEND ............ kd -WEC, ---------— Vol IT - / t 7 HOLLOW BRANCH' l._�• LEGEND �•�� ) 1 � ! ���! I - i , .� ♦� , oiHr Gr EVALUAnoH Ix ' �=e� � A l t, t i •` i �IHASE 7A Com-.:.--/ 'i �i. •��^x i FUTURE ' ✓,- - � ( � � 377 -i � � �. _.PHASF.'.JO, ..,...�.,"' '....•..,m PHASE 6 I PHASE l 7.,' • I '' 1 P ASE 71 1 � . -� r�-- i 'r-' -FUTURE ..i -r _ 1 E i - e PHASE.8 ' PHASE 9 Y ,r•�. 1 1=r T -�+-_ SnSP HOLLOW ROAD _ 4 2.8 A 1 •� `� lC y 4.57 DINT Or EVAWAnON EX-C Vol. pg.- 4 spa?_ { WNT of EULUAMON ez - � �/ � •PSE � PHASE' � �� 1 i J` �• `.t, I :is ' � ..m. , PHASE.7,1'. - - i'"` •'•'''/ _ .._% .-. — .�,_� f;�~-a t �� l �,I� m va-aei�msl 1 ; -�„�_. Mmuc��ao.u I\ ® F'UTURL oA ( 1 i PHASE 6 PIIASF. ! E i 1 e 1 f- ! P 1 1 ! - ; —FUTURE 0' AFUTURE SC PHASE J I!ttyj 'Orryj 76 . - -- ' HOLLOW ROAD -•, 4.57 % �` \ .-�F sME[t rwv�o� f EVALUAON pDINT Dy - - if Vol, 3,00 pg. P4(p. EXHIBIT E PRE DEVELOPMENT FLOWS Table of Contents Master Network Summary 1 DA-3 Unit Hydrograph Summary,100 years 2 Unit Hydrograph(Hydrograph Table),100 years 3 DA-4 Unit Hydrograph Summary,100 years 5 DA-5 Unit Hydrograph Summary,100 years 6 POINT OF EVALUATION#2(Steep Hollow Crk,) Addition Summary,100 years 7 POINT OF EVALUATION#3 (Southeast Corner of Site) Addition Summary, 100 years 8 Vol. � Pg. a� I Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) DA-3 Pre-Development 100 100 40.809 12.500 257.72 -year DA-4 Pre-Development 100 100 2.116 12.500 13.27 -year DA-5 Pre-Development 100 100 0.497 12.150 5.16 -year Node Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) POINT OF Pre-Development 100 100 40.809 12.500 257.72 EVALUATION -year #2(Steep Hollow Crk.) POINT OF Pre-Development 100 100 2.613 12.400 15.23 EVALUATION#3 -year (Southeast Corner of Site) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 1 of 9 Watertown,CT 06795 USA +1-203-755-1666 Vol. Pg. a!�K Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.733 hours (Composite) Area(User Defined) 54.900 acres Computational Time 0.098 hours Increment Time to Peak(Computed) 12.510 hours Flow(Peak,Computed) 258.19 ft3/s Output Increment 0.050 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 257.72 ft3/s Output) Drainage Area SCS CN(Composite) 83.780 Area(User Defined) 54.900 acres Maximum Retention 1.9 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 9.0 in (Pervious) Runoff Volume(Pervious) 41.063 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 40.809 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.733 hours (Composite) Computational Time 0.098 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 84.86 ft3/s Unit peak time,Tp 0.489 hours Unit receding limb,Tr 1.955 hours Tota[unit time,Tb 2.443 hours Green Branch Ridge-Phase 78 Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 2 of 9 Watertown,CT 06795 USA +1-203-755-1666 -w-i V®i. -3 Pg. � .. Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.733 hours (Composite) Area(User Defined) 54.900 acres HYDROGRAPH ORDINATES(ft3/S) Output Time Increment= 0.050 hours Time on left represents time for first value in each row. 'Time `Flow Flow Flow Flow Flow (hours) (ft3/s) (ft3/S) (ft3/5) (ft3/S) (ft3/S) 3.450 0.00 0.00 0.00 0.01 0.01 3.700 0.02 0.03 0.05 0.07 0.09 3.950 0.12 0.15 0.19 0.22 0.27 4.200 0.31 0.35 0.40 0.45 0.49 4.450 0.54 0.59 0.65 0.70 0.75 4.700 0.80 0.86 0.91 0.97 1.03 4.950 1.08 1.14 1.20 1.25 1.31 5.200 1.37 1.43 1.49 1.55 1.61 5.450 1.67 1.73 1.79 1.85 1.91 5.700 1.97 2.03 2.09 2.16 2.22 5.950 2.28 2.34 2.41 2.47 2.53 6.200 2.60 2.67 2.74 2.81 2.88 6.450 2.96 3.04 3.12 3.21 3.30 6.700 3.40 3.49 3.59 3.69 3.80 6.950 3.90 4.01 4.12 4,24 4.35 7.200 4,47 4.59 4.71 4.83 4.95 7.450 5.08 5.21 5.34 5.47 5.60 7.700 5.73 5.87 6.00 6.14 6.28 7.950 6.42 6.56 6.70 6.85 7.00 8.200 7.15 7.31 7.48 7.65 7.83 8.450 8.03 8.22 8.44 8.66 8.89 8.700 9.13 9.38 9.63 9,90 10.16 8.950 10.44 10.72 11.01 11.29 11.59 9.200 11.89 12.19 12.50 12.81 13.12 9.450 13.44 13.76 14.09 14.42 14.75 9.700 15.08 15.42 15.76 16.10 16.45 9.950 16.79 17.14 17.50 17.86 18.22 10.200 18.60 18.99 19.40 19.82 20.28 10.450 20.74 21.24 21.75 22.30 22.85 10.700 23.44 24.04 24.66 25.28 25.93 10.950 26.58 27.26 27.94 28.66 29.40 11.200 30.22 31.08 32.07 33.13 34.36 11.450 35.68 37.23 38.98 41.10 43.67 11.700 46.94 51.11 56.42 63.29 71.81 11.950 83.01 96.55 113,49 132.92 154.84 12.200 178.29 200.50 222.09 237.53 250.47 12.450 255.38 257.72 252.74 245.95 233.47 12.700 219.97 204.03 187.79 172.52 157.30 12.950 144.26 131.32 120.56 109.96 101.35 Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 3 of 9 Watertown,CT 06795 USA +1-203-755-1666 *Drainage Area 3, Flow to Steep Hollow Branch Creek @ 13 hrs, POE#2 Vol. 3�0 Pg. Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR HYDROGRAPH ORDINATES(ft3/s) Output Time Increment= 0.050 hours Time on left represents time for first value in,each row. Time Flow Flow Flow Flow Flow (hours) (ft3/s) (ft3/S) (ft3/S) (ft3/S) (ft3/s) 13.200 92.97 86.24 79.74 74.44 69.37 13.450 65.21 61.28 58.02 54.98 52.43 13.700 50.06 48.02 46.13 44.47 42.93 13.950 41.53 40.22 39.01 37.86 36.79 14.200 35.77 34.80 33.89 33.03 32.26 14.450 31.53 30.89 30.28 29.73 29.21 14.700 28.73 28.27 27.84 27.42 27.02 14.950 26.63 26.25 25.87 25.51 25.14 15.200 24.79 24.43 24.08 23.73 23.39 15.450 23.04 22.70 22.36 22.02 21.68 15.700 21.34 21.00 20.66 20.32 19.98 15.950 19.64 19.30 18.97 18.63 18.30 16.200 17.98 17.66 17.35 17.05 16.77 16.450 16.50 16.24 16.00 15.77 15.55 16.700 15.34 15.15 14.96 14.77 14.60 16.950 14.42 14.25 14.09 13.93 13.77 17.200 13.61 13.45 13.30 13.14 12.99 17.450 12.84 12.69 12.54 12.39 12.24 17.700 12.09 11.94 11.79 11.64 11.49 17.950 11.34 11.20 11.05 10.90 10.76 18.200 10.61 10.48 10.34 10.22 10.10 18.450 9.99 9.89 9.79 9.70 9.62 18.700 9.54 9.47 9.41 9.34 9.28 18.950 9.23 9.17 9.12 9.06 9.01 19.200 8.96 8.91 8.87 8.82 8.77 19.450 8.72 8.68 8.63 8.59 8.54 19.700 8.50 8.45 8.41 8.36 8.32 19.950 8.27 8.23 8.18 8.14 8.10 20.200 8.05 8.01 7.97 7.93 7.88 20.450 7.84 7.81 7.77 7.73 7.69 20.700 7.65 7.62 7,58 7.55 7.51 20.950 7,48 7.44 7,41 7.37 7.34 21.200 7.31 7.27 7.24 7.21 7.17 21.450 7.14 7.11 7.07 7.04 7.01 21.700 6.97 6.94 6.90 6.87 6.84 21.950 6.80 6.77 6.74 6.71 6.67 22.200 6.64 6.61 6.57 6.54 6.51 22.450 6.47 6.44 6.40 6.37 6.34 22.700 6.30 6.27 6.24 6.21 6.17 22.950 6.14 6.11 6:07 6.04 6.01 23.200 5.97 5.94 5.91 5.87 5.84 23.450 5.81 5.77 5.74 5.71 5.67 23.700 5.64 5.61 5.57 5.54 5.51 23.950 5.47 5.42 (N/A) (N/A) (N/A) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 4 of 9 Watertown,CT 06795 USA +1-203-755-1666 V®I. Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-4 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 2.800 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 13.27 ft3/s Output Increment 0.050 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 13.27 ft3/s Output) Drainage Area SCS CN(Composite) 84.950 Area(User Defined) 2.800 acres Maximum Retention 1.8 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 9,1 in (Pervious) Runoff Volume(Pervious) 2.130 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 2.116 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 4.23 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 5 of 9 Watertown,CT 06795 USA +1-203-755-1666 Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-5 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.641 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 5.17 ft3/s Output Increment 0.050 hours Time to Flow(Peak 12.150 hours Interpolated Output) Flow(Peak Interpolated 5.16 ft3/s Output) Drainage Area SCS CN(Composite) 86.360 Area(User Defined) 0.641 acres Maximum Retention 1.6 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 9.3 in (Pervious) Runoff Volume(Pervious) 0.497 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.497 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.96 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Hassled Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 6 of 9 Watertown,CT 06795 USA +1-203-755-1666 fol. pg. _ Subsection: Addition Summary Return Event: 100 years Label: POINT OF EVALUATION #2(Steep Hollow Crk.) Storm Event: 100 YR-24 HR Summary for Hydrograph Addition at'POINT OF EVALUATION #2(Steep Hollow Crk.)' Upstream Link Upstream Node <Catchment to Outflow Node> DA-3 Node Inflows Inflow Type Element Volume Time to Peak Flow(Peak) (ac-ft) (hours) (ft3/s) Flow(From) DA-3 40.809 12.500 257.72 Flow(In) POINT OF 40.809 12.500 257.72 EVALUATION #2(Steep Hollow Crk.) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 7 of 9 Watertown,CT 06795 USA +1-203-755-1666 Vol. 0� Pg.-55+- Subsection: Addition Summary Return Event: 100 years Label: POINT OF EVALUATION #3 (Southeast Corner Storm Event: 100 YR-24 HR of Site) Summary for Hydrograph Addition at'POINT OF EVALUATION #3 (Southeast Corner of Site)' Upstream Link Upstream Node <Catchment to Outflow Node> DA-4 <Catchment to Outflow Node> DA-5 Node Inflows Inflow Type Element Volume Time to Peak Flow(Peak) (ac-ft) (hours) (ft3/s) Flow(From) DA-4 2.116 12.500 13.27 Flow(From) DA-5 0.497 12.150 5.16 Flow(In) POINT OF 2.613 12.400 15.23 EVALUATION #3(Southeast Corner of Site) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 8 of 9 Watertown,CT 06795 USA +1-203-755-1666 \10!. Pg. i Index D DA-3(Unit Hydrograph(Hydrograph Table),100 years)...3,4 DA-3(Unit Hydrograph Summary,100 years)...2 DA-4(Unit Hydrograph Summary, 100 years)...5 DA-5(Unit Hydrograph Summary,100 years)...6 M Master Network Summary...I P POINT OF EVALUATION#2(Steep Hollow Crk.)(Addition Summary,100 years)...7 POINT OF EVALUATION#3(Southeast Corner of Site)(Addition Summary, 100 years)...8 Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Developmenl.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 9 of 9 Watertown,CT 06795 USA +1-203-755-1666 EXHIBIT F POST DEVELOPMENT FLOWS Table of Contents Master Network Summary 1 DA-3 Unit Hydrograph Summary,100 years 2 Unit Hydrograph(Hydrograph Table),100 years 3 DA-4 Unit Hydrograph Summary, 100 years 5 DA-5 Unit Hydrograph Summary,100 years 6 POINT OF EVALUATION#2 (Steep Hollow Creek) Addition Summary,100 years 7 POINT OF EVALUATION#3 Addition.Summary, 100 years 8 Vol. S pg. CK/ Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) DA-3 Post-Development 100 43.074 12.400 289.16 100-year DA-4 Post-Development 100 0.820 12.500 5.17 100-year DA-5 Post-Development 100 0.397 12.150 4.17 100-year Node Summary Label Scenario. Return Hydrograph Time to Peak Peak Flow, Event Volume (hours) (ft3/s) (years) (ac-ft) POINT OF Post-Development 100 43.074 12.400 289.16 EVALUATION#2 100-year (Steep Hollow Creek) POINT OF Post-Development 100 1.217 12.200 7.24 EVALUATION#3 100-year Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 1 of 9 Watertown,CT 06795 USA +1-203-755-1666 Vol e _ pg. Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres Computational Time 0.084 hours Increment Time to Peak(Computed) 12.413 hours Flow(Peak,Computed) 291.06 ft3/s Output Increment 0.050 hours Time to Flow(Peak 12.400 hours Interpolated Output) Flow(Peak Interpolated 289.16 ft3/s Output) Drainage Area SCS CN(Composite) 85.240 Area(User Defined) 56.700 acres Maximum Retention 1.7 in (Pervious) Maximum Retention (Pervious,20 percent) 0.3 in Cumulative Runoff Cumulative Runoff Depth 9.2 in (Pervious) Runoff Volume(Pervious) 43.301 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 43.074 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.633 hours (Composite) Computational Time 0.084 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 101.44 ft3/S Unit peak time,Tp 0.422 hours Unit receding limb,Tr 1.689 hours Total unit time,Tb 2.111 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haeslad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 2 of 9 Watertown,CT 06795 USA +1-203-755-1666 V®Q. Pg. o� Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres HYDROGRAPH ORDINATES(ft3/s) Output Time Increment= 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow Flow (hours) MMS) (ft3/S) (ft3/s) (ft3/S) (ft3/S) 3.100 0.00 0.00 0.00 0.01 0.01 3.350 0,02 0.04 0.05 0.08 0.11 3.600 0,14 0.18 0.22 0.26 0.31 3.850 0.35 0.40 0.46 0.51 0.56 4.100 0.62 0.67 0.73 0.79 0.84 4.350 0.90 0.96 1.02 1.08 1.14 4.600 1.20 1.26 1.32 1.39 1.45 4.850 1.51 1.57 1.64 1.70 1.76 5.100 1.83 1.89 1.96 2.02 2.09 5.350 2.15 2.22 2.28 2.35 2.41 5.600 2.48 2.55 2.61 2.68 2.75 5.850 2.81 2.88 2.95 3.01 3.08 6.100 3.15 3.22 3.29 3.37 3.44 6.350 3.53 3.61 3.70 3.79 3.89 6.600 3.99 4.09 4.20 4.31 4.43 6.850 4.54 4.66 4.78 4.91 5.03 7.100 5.16 5.29 5.42 5.55 5.69 7.350 5.82 5.96 6.10 6.24 6.38 7.600 6.52 6.67 6.81 6.96 7.11 7.850 7.26 7.41 7.56 7.72 7.88 8.100 8.03 8.20 8.36 8.54 8.73 8.350 8.92 9.13 9.35 9.59 9.83 8.600 10.08 10.35 10.62 10.90 11.18 8.850 11.48 11.77 12.08 12.39 12.70 9.100 13.02 13.35 13.67 14.00 14.33 9.350 14.67 15.01 15.35 15.70 16.05 9.600 16.40 16.75 17.11 17.47 17.83 9.850 18.20 18.56 18.93 19.30 19.68 10.100 20.06 20.45 20.86 21.28 21.72 10.350 22.20 22.69 23.21 23.77 24.34 10.600 24.96 25.58 26.23 26.90 27.57 10.850 28.26 28.95 29.66 30.38 31.11 11.100 31.89 32.69 33.61 34.61 35.73 11.350 37.02 38.38 40.02 41.79 43.84 11.600 46.42 49.32 53.76 58.94 66.06 11.850 75.01 85.43 100.35 117.14 139.35 12.100 164.48 192.66 220.82 248.02 267.66 12.350 282.01 289.16 287.79 282.92 269.06 12.600 253.34 234.24 214.68 194.88 176.88 Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 3 of 9 Watertown,CT 06795 USA +1-203-755-1666 1 VOL J � Pg. o)'(Qa Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR HYDROGRAPH ORDINATES(ft3/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow Flow (hours) (ft3/S) (ft3/S) W/O (ft3/s) (ft3/S) 12,850 159.65 144.21 130.39 117.67 107.33 13.100 97.70 89.75 82.68 76.37 71.15 13.350 66.30 62.33 58.75 55.62 53.00 13.600 50.56 48.58 46.73 45.09 43.61 13.850 42.21 40.95 39.74 38.61 37.56 14.100 36.56 35.68 34.83 34.05 33.32 14.350 32.62 32.00 31.40 30.85 30.34 14.600 29.85 29.40 28.96 28.55 28.14 14.850 27.74 27.36 26.97 26.60 26.22 15.100 25,86 25.49 25.13 24.78 24.42 15.350 24.07 23.71 23.36 23.01 22.65 15.600 22.30 21.94 21.59 21.24 20.89 15.850 20.54 20.19 19.84 19.49 19.14 16.100 18.79 18.45 18.11 17.79 17.48 16.350 17.19 16.91 16.65 16.41 16.17 16.600 15.96 15.75 15.55 15.36 15.18 16.850 15.00 14.83 14.66 14.50 14.33 17.100 14.17 14.01 13.85 13.69 13.54 17.350 13.38 13.22 13.07 12.92 12.76 17.600 12.61 12.45 12.30 12.15 11.99 17.850 11.84 11.68 11.53 11.38 11.23 18.100 11.08 10.93 10.78 10.64 10.51 18.350 10.39 10.27 10.17 10.07 9.98 18.600 9.90 9.83 9.76 9.70 9.64 18.850 9.58 9.52 9.47 9.41 9.36 19.100 9.31 9.26 9.21 9.16 9.12 19.350 9.07 9.02 8.97 8.93 8.88 19.600 8.83 8.79 8.74 8.70 8.65 19.850 8.60 8.56 8.51 8.46 8.42 20.100 8.37 8.33 8.28 8.24 8.20 20.350 8.15 8.11 8.07 8.03 7.99 20.600 7.95 7.92 7.88 7.84 7.81 20.850 7.77 7.73 7.70 7.66 7.63 21.100 7.59 7.56 7.52 7.49 7.46 21.350 7,42 7.39 7.35 7.32 1.28 21,600 7.25 7.21 7.18 7.14 7.11 21.850 7.07 7.04 7.01 6.97 6.94 22.100 6.90 6.87 6.83 6.80 6.77 22.350 6.73 6.70 6.66 6.62 6.59 22,600 6.55 6.52 6.49 6.45 6.42 22.850 6.39 6.35 6.32 6.28 6.25 23.100 6.21 6.18 6.14 6.11 6.07 23.350 6.04 6.00 5.97 5.93 5.90 23.600 5.87 5.83 5.80 5.76 5.73 23.850 5.69 5.66 5.62 5.58 (N/A) Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 4 of 9 Watertown,CT 06795 USA +1-203-755-1666 *Drainage Area 3, Flow to Steep Hollow Branch Creek @ 13 hrs, POE#2 Vol. pg._�,DJ Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-4 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 1.100 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 5.17 ft3/s Output Increment 0.050 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 5.17 ft3/s Output) Drainage Area SCS CN(Composite) 84.000 Area(User Defined) 1.100 acres Maximum Retention (Pervious) 1.9 in Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth (Pervious) 9.0 in Runoff Volume(Pervious) 0.825 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.820 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 1.66 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2,500 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 5 of 9 Watertown,CT 06795 USA +1-203-755-1666 V®ioc�. Pg. �Cv R Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-5 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.524 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 4,17 ft3/s Output Increment 0.050 hours Time to Flow(Peak 12.150 hours Interpolated Output) Flow(Peak Interpolated 4.17 ft3/s Output) Drainage Area SCS CN(Composite) 84.800 Area(User Defined) 0.524 acres Maximum Retention 1.8 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 9.1 in (Pervious) Runoff Volume(Pervious) 0.398 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.397 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0,024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.24 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 6 of 9 Watertown,CT 06795 USA +1-203-755-1666 v®s. —3 _ Pg. 9 Subsection: Addition Summary Return Event: 100 years Label: POINT OF EVALUATION #2 (Steep Hollow Storm Event: 100 YR-24 HR Creek) Summary for Hydrograph Addition at'POINT OF EVALUATION #2(Steep Hollow Creek)' Upstream Link Upstream Node <Catchment to Outflow Node> DA-3 Node Inflows Inflow Type Element Volume Time to Peak Flow(Peak) (ac-ft) (hours) (ft3/s) Flow(From) DA-3 43.074 12.400 289.16 Flow(In) POINT OF 43.074 12.400 289.16 EVALUATION #2(Steep Hollow Creek) Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 7 of 9 Watertown,CT 06795 USA +1-203-755-1666 Vol. Subsection: Addition Summary Return Event: 100 years Label: POINT OF EVALUATION #3 Storm Event: 100 YR-24 HR Summary for Hydrograph Addition at'POINT OF EVALUATION #3' Upstream Link Upstream Node <Catchment to Outflow Node> DA-4 <Catchment to Outflow Node> DA-5 Node Inflows Inflow Type Element Volume Time to Peak Flow(Peak_) (ac-ft) (hours) W/O Flow(From) DA-4 0.820 12.500 5.17 Flow(From) DA-5 0.397 12.150 4.17 Flow(In) POINT OF 1.217 12.200 7.24 EVALUATION #3 Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V81 Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 8 of 9 Watertown,CT 06795 USA +1-203-755-1666 Vol. , 3-/960pg.�— Index D DA-3(Unit Hydrograph(Hydrograph Table),100 years)...3,4 DA-3(Unit Hydrograph Summary, 100 years)...2 DA-4(Unit Hydrograph Summary, 100 years)...5 DA-5(Unit Hydrograph Summary, 100 years)...6 M Master Network Summary...1 P POINT OF EVALUATION#2(Steep Hollow Creek)(Addition Summary, 100 years)...7 POINT OF EVALUATION#3(Addition Summary,100 years)...8 Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 3/16/2021 27 Siemon Company Drive Suite 200 W Page 9 of 9 Watertown,CT 06795 USA +1-203-755-1666 Vol. Zz Ing. CEC CIVIL ENGINEERING CONSULTANTS DON DURDEN,INC. Drainage Report for Green Branch Ridge Subdivision Phases 7B Brazos County, Texas May 2021 C P` '•:4�, 1 * . • . / JOHNNIE L. PRICE JR. / 3 3 SAN ANTONIO BRYAN/COLLEGE STATION LAREDO 1555 GREENS PRAIRIE ROAD WEST I COLLEGE STATION,TEXAS 77845 1 (979)846-6212 1 FAX:(979)846-8252 TEXAS FIRM REGISTRATIONN ING F-2214 I SURVE`(10042800 1 WWW.CECTEXAS.COM Vol. Pa. ` u-1 1 CAEC CIVIL ENGINEERING CONSULTANTS DON DURDEN,INC. Green Branch Ridge - Phase 7B Drainage Report ENGINEER CEC College Station—Johnnie Price, P.E. (jlprice@cectexas.com) 1555 Greens Prairie Road College Station,Texas 77845 Phone: (979)846-6212 OWNER/DEVELOPER Greenbranch Partners L.T.D. 9471 Steep Hollow Road Bryan,Texas 77808 (979)774-1535 GENERAL DESCRIPTION AND LOCATION Green Branch Ridge is a rural residential subdivision located in Brazos County approximately 1.25 miles northwest of the intersection of Steep Hollow Road and Elmo Weeden Road.The land is in the ETJ of the City of Bryan. Ph.7B Area: 22.04 acres Previous Land Use: Agricultural Proposed Land Use: Rural Residential Number of Lots in Phase 7B: 15 Lots Drainage Basin: Steep Hollow Branch FEMA FIRM: 48041CO210E Floodplain: No portion of this phase of the development lies within the floodplain. See Master Plan of phasing. HYDROLOGIC CHARACTERISTICS Existing land cover on the site consists primarily of pasture/grassland with some medium density wooded areas and scrub.Soil survey information collected by the Natural Resources Conservation Service reflect existing soils primarily of the D hydrologic group. Drainage from Phase 7B drains radially away from a hill located in the western corner of the site to the primary drainage pathway running south to north, ultimately to Steep Hollow Branch located along adjacent Phase 7A's northern boundary.Slopes in Phase 7B vary from 0.5%to approximately 13%.See Exhibits C&D. GENERAL STORMWATER PLAN Phase 7B of the subdivision extends the portion of Eagle Vista.constructed with Phase 6 for approximately 970 feet northeast to the extent of proposed Phase 7B.The extension of Eagle Vista will provide access to 6 new lots located southeast of the road and 1 new lot northwest of the road.A new cul-de-sac, Greensboro Place extends northwest at approximately 300'from the Phase 6/7B boundary to serve 8 lots. Existing drainage for phase 713 is primarily contained in Drainage Area 3 and generally drains from the southeast to the northwest through 2 existing ponds towards Steep Hollow Creek.A hill located in the western corner of Phase 7B drains SAN ANTONIO • BRYAN/COLLEGE STATION " LAREDO 1555 GREENS PRAIRIE ROAD WEST I COLLEGE STATION,TEXAS 77845 1 (979)846-6212 1 FAX:(979)846-8252 TEXAS FIRM REGISTRATION NUMBERS: ENGINEERING F-2214 W.CECTEXAS.COM Vol. �336 Pg. 9CD CAEC CIVIL ENGINEERING CONSULTANTS DON DURDEN, INC. radially to the ponds.The southeast extent of Phase 7B contains relatively flat existing topography with slopes from 0.5 to 2%also draining to the existing ponds. Proposed drainage will collect runoff from the southeast portion of the site in a ditch along Eagle Vista. It will be conveyed under the roadway in a 30" RCP culvert designed to convey the flow from the 1%annual exceedance probability(AEP)storm event.Areas of the proposed lots anticipated to receive additional impervious cover will be graded to improve drainage to Eagle Vista's ditch. Run off from the area northwest of Eagle Vista will continue to drain radially to the existing ponds. Drainage from the lots to the west of Greensboro Place will be collected in a ditch along the cul-de-sac and conveyed northeast under the roadway along Eagle Vista and ultimately to the existing ponds. DETENTION WAIVER ANALYSIS Phase 7B of the subdivision drains to three locations that can be analyzed using three points of evaluation. POE 1,capturing Drainage Areas 1&2,is located at the confluence of Steep Hollow Branch and Tributary 3.A small portion of Phase 7B drains to POE 1 through Drainage Area 2. POE 2 is located in Steep Hollow Branch east/downstream of POE 1. POE 2 captures the majority of Phase 7A and 7B as well as a small portion of Phase 6 and future Phase 8.The remaining portion of 7B drains eastwardly to Steep Hollow Tributary 1 through Drainage Areas 4&5. POE 3 will be used to represent the flow currently leaving the site from the portions of Drainage Area 4&5 in Phase 7B. Prior analysis for Phases 6&7A has shown that detention was not warranted for Drainage Areas 1&2.Analysis for 713 will focus on changes to Drainage Areas 3,4, and 5. Peak flows were compared for the 1%AEP storm event pre and post development at POE 2 and 3.Analysis shows that peak flows at POE 2 increase from 257.72 to 290.76 cfs. due to increased impervious cover, increased area due to grading and decreased time of concentration. Peak flows at POE 3 decrease from 15.23 to 7.25 cfs. due to the removal of impervious cover and decreased drainage area due to grading. Because of the decrease in peak flows, it is not anticipated that flows at POE 3 would benefit from detention. Point of Evaluation Time to Time to Peak Flow Peak Flow Peak Peak Pre- Post- Pre- Post- developed developed developed developed (cfs.) (cfs.) (hrs.) (hrs.) 1(Previously 12.85 12.7 328.54 323.71 Approved) 2 12.5 12.4 257.72 290.76 3 12.4, 12.2 15.19 7.25 Table 1: Development Peak Flows for 1%Annual Exceedance Probability Storm Event SAN ANTONIO • BRYAN/COLLEGE STATION • LAREDO 1555 GREENS PRAIRIE ROAD WEST I COLLEGE STATION,TEXAS 77845 1 (979)846-6212 1 FAX: (979)846-8252 TEXAS FIRM REGISTRATION NUMBERS: ENGINEERING F-2214 I SURVEY 10042800 1 WWW.CECTEXAS.COM r"�,1c CAEC CIVIL ENGINEERING CONSULTANTS DON DURDEN, INC. Timing analyses of the subbasins were compared to the preliminary overall Steep Hollow Drainage Basin study performed by Mitchell and Morgan in April 2016,which found the 1% storm event creek basin peak at POE 2 to be at 12.75 hours. POE 2 and POE 3 both show a decrease in the time to peak,with POE 2 decreasing from 12.5 to 12.4 hours and POE 3 decreasing from 12.4 to 12.2 hours.The decrease in time to peak discharge at POE 2 provides the benefit of further separation of hydrographs from the POE 2 creek basin peak at 12.75 hours. Detention for flows discharging at POE 2 would negate the beneficial increase in separation of peaks(see hydrograph table in exhibits G & H)and possibly cause adverse impacts. Because of this,it is not anticipated that flows at POE 2 would benefit from detention. Time(hrs.) Flow(cfs.) @ POE 2 in Steep Hollow Branch Pre-developed Post-Developed 12.75 (Steep Hollow Branch 3974.55 3965.4 Peak) 12.5 (DA-3 Peak Pre- 3885.48 3910.68 developed) 12.4(DA-3 Peak Post- 3802.14 3839.08 Development) Table 2: Steep Hollow Branch Timing Analysis ROADWAY CULVERT ANALYSIS Culvert design for the development was performed using peak flows determined from rational method computations.Two culverts in Phase 7B will provide drainage for the proposed roadways. Both culverts are located in Drainage Area 3. Culvert 1 is located at station 6+85 of the proposed extension of Eagle Vista.Culvert 1 will convey drainage from the 6 lots to the southeast of Eagle Vista and the runoff from Steep Hollow and Eagle Vista.The approximate tributary area for Culvert 1 is 9.86 acres. Culvert 1 will convey water under Eagle Vista to outfall in the first of the two existing ponds, eventually draining to Steep Hollow Branch Creek. Culvert 2 is located under Greensboro Place at the intersection of Greensboro Place with Eagle Vista. Culvert 2 will convey the drainage from the lots to the southwest of Greensboro and flow from the ditch along Eagle Vista.Approximate tributary area for Culvert 2 is 2.35 acres. From the culvert,drainage will be conveyed down Eagle Vista to outfall in the first of the two existing ponds and ultimately to Steep Hollow Branch Creek. Calculation of flow from the 1%storm event used a composite rational runoff coefficient of 0.44 and rainfall intensity from the B/CS Drainage Guidelines.Analysis determined a 1%AEP storm event flow of—28 cfs. at Culvert 1 and—7 csf. at Culvert 2. Culverts were sized using HEC-22's Headwater Depth for Concrete Pipe Culverts with Inlet Control,Chart 26B. Both culverts exceed the calculated size necessary to convey the 1%AEP storm event. Roadside ditches for the proposed development will fully convey anticipated flows within the right-of-way for the 1%AEP storm event.Analysis using Manning's Equation estimates a SAN ANTONIO BRYAN/COLLEGE STATION LAREDO 1555 GREENS PRAIRIE ROAD ON TEXAS 77845 979 846-6212 FAX: (979)846-8252 TEXAS FIRM REGISTRATIO A NUMBERS: ENGINEERING F-2214 I SURVEY 10042800 1 WWW.CECTEXAS.COM V0 1. 3 Pg-MO CAEC CIVIL ENGINEERING CONSULTANTS DON DURDEN, INC. maximum depth of-0.91 feet in the Eagle Vista ditch and—0.89 feet in the Greensboro Place ditch for the 1%AEP storm event. COORDINATION&STORM WATER PERMITTING The project will require that a Notice of Intent for a large construction site be submitted to the Texas Commission on Environmental Quality. No other permits are anticipated for this project. Required easements will be dedicated during the platting process. CONCLUSION Based on the ultimate development assumptions of the fifteen (15)single family residential lots in Phase 7B,development is anticipated to have No Adverse Impacts to the upstream,adjacent, or downstream properties. The following items complete the Drainage Report for this project: Exhibit A-Vicinity Map Exhibit B-FEMA FIRM Map No.48041CO210E Exhibit C—Predeveloped Drainage Area Map Exhibit D—Post developed Drainage Area Map Exhibit E-Pre&Post Developed SCS Curve Numbers Exhibit F-Pre &Post Developed Time of Concentration Exhibit G—Predeveloped Flows(Pondpack) Exhibit H—Post developed Flows(Pondpack) Exhibit I—Culvert Time of Concentration &Composite Rational Coefficient Exhibit J—Culvert Flows Exhibit K—Culvert Capacities Exhibit L—Select Ditch Water Surface Elevations SAN ANTONIO • BRYAN/COLLEGE STATION • LAREDO 1555 GREENS PRAIRIE ROAD WEST I COLLEGE STATION,TEXAS 77845 1 (979)846-6212 1 FAX:(979)846-8252 TEXAS FIRM REGISTRATION NUMBERS: ENGINEERING F-2214 I SURVEY 10042800 1 WWW.CECTEXAS.COM EXHIBIT A fir. � % `"•-.,. I G S r3r N CR tr'' ✓`fir'" ���tfl��: tN � •,� .� X26 ' rA IL CO IN Green Branch Ridge Phase 7B Gjra d ct .'� ` f4 0 �r rye l` 10 �? ell Cy, yj 00 Fe et 0 1900 3000 700 Figure B-15: Steep Hollow Branch Watershed Area STORMWATER DESIGN GUIDELINES Page 18 of 24 APPENDIX B: REGION'S WATERSHEDS Effective February 2007 As Revised August 2012 Vol. J Pg.- �� IOA )d 41 8 IIEIIHX3 stlRsn oi saioN -' ;t / I `/ j Po yr'`of[vALuplrariyr r t P '•- e�z':2 ---------- r --f- � / � r � 51EEP HOLLOW BRANCH LEGEND e'-. : _ - Lu noN .I 1 PHASE 5 ;r . � .) �' t� �'�r",'�l I ��,-• ej .4 r. ° ✓6 1�, e / 00 r37 f ct'1 PHASE 7A . S-.j on 1 �•, �e } FUTURE ,°. ....,•.°,.m 4 r _ 377 t n- 7 /RASE 10-1a, „x �i�{ • 1l 54.9 �.,y. f e r {�,�- �- a ✓v'/ � �' 9 � _- -,• ����.� I �y —. _it�. - f.,� :I i I ,�' / = , ) r �y• � �� i� .ro.�x w a�W...romr W.n P/fASE 6 L 14 r P ASE 7B' /rASE y 7 UTUREi ® i t -•i -_ j - ` _IJl_ i�' PJ/ASE 8 -t FUTURE .,, J:�.. �- •- v 7 �;r' _�: �' PHASE 9 p I i n-5 _ t ROA STEEP HOLLOW F O - ...r Powe ar—tuAnav/3 ar Vol. pg. �' Tin- Ig - / _ ,�. // I. ff Po yT a E AL l�vYit �J 0 STEEP HOLLOW BRANCH-1 I �--,. •tel p��T��v 1.-r�- -� I LEG-O POINT OF EVALUATION A2 �wm�ry ro+n V V s jI \ �" /' �1 .I.' •�1s� P,HASA' 5 �.� �_ a �`' _ .sly' t ti• No. ..�. ifsi: 1A SF 7A L EllflASE...10.� A _ .•_ I � _..'� .,� �,X77 a �DA-3• / �.• �wc a.� 1 � - w€Ea ✓`✓" S6 7 a ,�,-`- i }. � mom rn.a a.+«.�rm,.,d..°" — I a ] ` a Nn�n j I r _ ° `' .i PHASE 7B 1 r ./�? - i.`..._-FUTURE e •l i �Ji-0 = a ! '-•.i __i �` rid'_ 1 �,���-�"� PHASE 8 A FUTUIjE _ _ �• �� �k � /� .� _..r— � �, I PHASE s STEEP HOLLOW ROAD 4.67 / ^•� - r 1 ROPTl��sl POINT OF EVALUATION/3 9 .... /� r iJ �� if til •- /' - _ .. ' •.;- '' 1 _` v � ryl , r p d Vol. Pg. �` Exhibit E Green Branch Ridge Subdivision Pre-development Composite SCS Curve Numbers Runoff Curve Number ' SOIL3 SOILC SOILD DA AREA(AC) AREA(SF) ROAD(5F) LIMESTONE(SF) ROOF(SF) WATER(SF) GRASS(Sf) ROAD(SF) LIMESTONE(SF) ROOF(SF) WATER(SF)1 GRASS SFJ ROAD(SF) LIMESTONE(SF) ROOF(SF! WATER(SF) GRASS(SF) COMPOSRECURVENUMBER SCSCURVENUMBERS 98 82 98 100 69 98 87 1 98 100 1 79 98 89 98 100 84 5 0.64 2)921.96 4)13.00 0.00 23208.96 86.36 4 2.91 126610.19 8571.26 11803893 84.95 3 51.55 2245430.88 106734.05 366021.51 1 183603.01 11589072.30 83.78 Green Branch Ridge Subdivision Post-development Composite SCS Curve Numbers Runoff Curve Number SOIL B SOIL C SOIL D DA AREA(A[) AREA(SF) ROAD(SF) LIMESTONE(SF) ROOF(SF) WATER(SF) GRASS(SF) ROAD(SF) LIMES70NE ASF) ROOF(SFS WATER(SF) GRASS(SF) ROAD(SF) LIMESTONE(SF) ROOF(SF) WATER(SF) GRASS(SF{ COMPOSITE NRVE NUMBER SCS CURVE NUMBERS 98 82 9B 300 69 98 87 98 100 79 98 89 98 30084 5 0.52 22825.44 1306.90 0.00 21518.54 84.80 4 1.10 47916.00 0.00 47916.00 84.00 3 51.55 2245430.881 12060.061 0.001 12000.001 0.001 106734.051 3269.29 DDD 0.00 0.00 366021.51 1-711 G.G31 186000.00 183603.01 1354966.24 85.24 ) Vol. -31-- pg. _1 C® EXHIBIT F GREEN BRANCH RIDGE PHASES 7B DRAINAGE CALCULATIONS TIME OF CONCENTRATION. oa A'..I,aq vn..Ion won Sheet Flow Shallow Concentrated Flow Ditch Flow Impounded Water .I.i'S1R 6r.1'_L.l 964n1 T(min 4rq.,lro nw wgn s4 r_ Ib a— rLmn) Eb.J,4nIN SrP..1 .7.14rlmn)L.rgm ln)Eln_nbntn).�H Kw 6sIM rlminl PJa.s3(I si E ]r r.98� xs7 DlteIt Flow 66 Impounded Water Ditch Flow To min fM Ex._HbnM _ Sp T(—)I L.IMM) EY+wgnlnl _ s(Nq i(mnl Ew_H§n Iro!_._ _�y s1�1 ilmnl o.cgn 39>A6 s.n]s9 o. aan Waq vw Nn won Sheet Flow Shallow Concentrated Flow Ditch Flow Impounded Water Inw_._w sIn'ro r(..n Lnweilro a«w9n lro w..___w slwro Z-., 2 n Lnl =1p slMa Tlnb Lnyntq Ew_n4nlro s6uq 13POSTJ 567o.xs u msr xsis Ditch Flow Im ded unWater Ditch Flow n n Te min sfM .....Ew_Rgn lnl w ssas rinnl Lm9nlro Ew_wgilq Tlmn) E Jwn(m 4p_•^' strop) TI—) o6]s oa r.,t..r.l .vw ion w..) Sheet Flow Shallow ConcentraMd Flow Tc Mn tM tn) a— T,—)Lngnlmslnml w.,p, Tlnnl PRE a oA a.,l,..q -vw,.ion l6w0 Sheet Flow Shallow Concentrated Flow Te min Ml stroro iII L..9nm(Ew_abnlro _w sInnI TImnI oA nr..l.rr.l -vw.Ionu 1 Sheet Flow Tc min) and IW s1nn6 T1 )Cak oA nr.,I..rq w..I.n wPn Sheet Flow Te lmIn) mo W 91roro TI.+.1 u vo 1. Pg.- s Pasr Exhibit G Pre-development Table of Contents Master Network Summary 1 DA-3 Unit Hydrograph Summary,2 years 3 Unit Hydrograph Summary,10 years 4 Unit Hydrograph Summary,25 years 5 Unit Hydrograph Summary,100 years 6 Unit Hydrograph(Hydrograph Table), 100 years 7 DA-4 Unit Hydrograph Summary,2 years 9 Unit Hydrograph Summary,10 years 10 Unit Hydrograph Summary,25 years 11 Unit Hydrograph Summary,100 years 12 DA-5 Unit Hydrograph Summary,2 years 13 Unit Hydrograph Summary,10 years 14 Unit Hydrograph Summary,25 years 15 Unit Hydrograph Summary,100 years 16 J pg. OQ Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event. Volume (hours) (ft3/s) (years) (ac-ft) DA-3 Pre-Development 2- 2 12.699 12.500 83.58 year DA-3 Pre-Development 10- 10 24.978 12.500 161.37 year DA-3 Pre-Development 25- 25 29.336 12.500 188.24 year DA-3 Pre-Development 50- 50 35.495 12.500 225.72 year DA-3 Pre-Development 100 100 40.812 12.500 257.72 -year DA-4 Pre-Development 2- 2 0.673 12.500 4.40 year DA-4 Pre-Development 10- 10 1.305 12.500 8.37 year DA-4 Pre-Development 25- 25 1.528 12.500 9.74 year DA-4 Pre-Development 50- 50 1.844 12.500 11.64 year DA-4 Pre-Development 100 100 2.116 12.500 13.27 -year DA-5 Pre-Development 2- 2 0.162 12.167 1.75 year DA-5 Pre-Development 10- 10 0.309 12.167 3.23 year DA-5 Pre-Development 25- 25 0.361 12.167 3.74 year DA-5 Pre-Development 50- 50 0.434 12.167 4.44 year DA-5 Pre-Development 100 100 0.497 12.167 5.04 -year Node Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume` ' (hours) (ft3/s) (years) (ac-ft) POINT OF Pre-Development 2- 2 12.699 12.500 83.58 EVALUATION year #2(Steep Hollow Crk.) POINT OF Pre-Development 10- 10 24.978 12.500 161.37 EVALUATION year #2(Steep Hollow Crk.) POINT OF Pre-Development 25- 25 29.336 12.500 188.24 EVALUATION year #2(Steep Hollow Crk.) POINT OF Pre-Development 50- 50 35.495 12.500 225.72 EVALUATION year #2(Steep Hollow Crk.) POINT OF Pre-Development 100 100 40.812 12.500 257.72 EVALUATION -year #2(Steep Hollow Crk.) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 1 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. ® pg. ��� Subsection: Master Network Summary Node Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) POINT OF Pre-Development 2- 2 0.835 12.417 5.05 EVALUATION#3 year (Southeast Corner of Site) POINT OF Pre-Development 10- 10 1.614 12,417 9.59 EVALUATION#3 year (Southeast Corner of Site) POINT OF Pre-Development 25- 25 1.889 12.417 11.15 EVALUATION#3 year (Southeast Corner of Site) POINT OF Pre-Development 50- 50 2.278 12.417 13.33 EVALUATION#3 year (Southeast Corner of Site) POINT OF Pre-Development 100 100 2.613 12.417 15.19 EVALUATION#3 -year (Southeast Corner of Site) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 2 of 17 Watertown,CT 06795 USA +1-203-755-1666 V01. _q® � Subsection: Unit Hydrograph Summary Return Event: 2 years_ Label: DA-3 Storm Event: 2 YR-24 HR Storm Event 2 YR-24 HR Return Event 2 years Duration 24.000 hours Depth 4.5 in Time of Concentration 0.733 hours (Composite) Area(User Defined) 54.900 acres Computational Time 0.098 hours Increment Time to Peak(Computed) 12.510 hours Flow(Peak,Computed) 83.87 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 83.58 ft3/s Output) Drainage Area SCS CN(Composite) 83.780 Area(User Defined) 54.900 acres i Maximum Retention (Pervious) 1.9 in Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth (Pervious) 2.8 In Runoff Volume(Pervious) 12.794 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 12.699 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.733 hours (Composite) Computational Time 0.098 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 84.86 ft3/s Unit peak time,Tp 0.489 hours Unit receding limb,Tr 1.955 hours Total unit time,Tb 2.443 hours Green Branch Ridge-Phase 78 Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 3 of 17 Watertown,CT 06795 USA +1-203-755-1666 VOI. ego 'I Subsection: Unit Hydrograph Summary Return Event: 10 years Label: DA-3 Storm Event: 10 YR-24 HR Storm Event 10 YR-24 HR Return Event 10 years Duration 24.000 hours Depth 7.4 in Time of Concentration 0.733 hours (Composite) . Area(User Defined) 54.900 acres Computational Time 0.098 hours Increment Time to Peak(Computed) 12.510 hours Flow(Peak,Computed) 161.75 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 161.37 ft3/s Output) Drainage Area SCS CN(Composite) 83.780 Area(User Defined) 54.900 acres Maximum Retention 1.9 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 5.5 in (Pervious) Runoff Volume(Pervious) 25.142 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 24.978 ac-ft SCS Unit Hydrograph Parameters' Time of Concentration 0.733 hours (Composite) Computational Time 0.098 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/rp 1.670 Unit peak,qp 84.86 ft3/s Unit peak time,Tp 0.489 hours Unit receding limb,Tr 1.955 hours Total unit time,Tb 2.443 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 4 of 17 Watertown,CT 06795 USA +1-203-755-1666 V®1. Pgo Subsection: Unit Hydrograph Summary Return Event: 25 years Label: DA-3 Storm Event: 25 YR-24 HR Storm Event 25 YR-24 HR Return Event 25 years Duration 24.000 hours Depth 8.4 in Time of Concentration 0.733 hours (Composite) Area(User Defined) 54.900 acres Computational Time 0.098 hours Increment Time to Peak(Computed) 12.510 hours Flow(Peak,Computed) 188.64 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 188.24 ft3/s Output) Drainage Area SCS CN(Composite) 83.780 Area(User Defined) 54.900 acres Maximum Retention 1.9 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 6.5 in (Pervious) Runoff Volume(Pervious) 29.525 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 29.336 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.733 hours (Composite) Computational Time 0.098 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 84.86 ft3/s Unit peak time,Tp 0.489 hours Unit receding limb,Tr 1.955 hours Total unit time,Tb 2.443 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 5 of 17 Watertown,CT 06795 USA +1-203-755-1666 i V0lo pg. Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.733 hours (Composite) Area(User Defined) 54.900 acres Computational Time 0.098 hours Increment Time to Peak(Computed) 12.510 hours Flow(Peak,Computed) 258.19 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 257.72 ft3/s Output) Drainage Area SCS CN(Composite) 83.780 Area(User Defined) 54.900 acres Maximum Retention 1.9 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 9.0 in (Pervious) Runoff Volume(Pervious) 41.063 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 40.812 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.733 hours (Composite) Computational Time 0.098 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 84.86 ft3/s Unit peak time,Tp 0.489 hours Unit receding limb,Tr 1.955 hours Total unit time,Tb 2.443 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 6 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.733 hours (Composite) Area(User Defined) 54.900 acres HYDROGRAPH ORDINATES(ft3/s) Output Time Increment= 0.083 hours Time on left represents time for first value in each row. Time Flow Flow •Flow Flow Flow (hours) (ft3/s) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 3.417 0.00 0.00 0.01 0.02 0.03 3.833 0.06 0.10 0.15 0.21 0.28 4.250 0.35 0.43 0.51 0.59 0.68 4.667 0.77 0.86 0.95 1.04 1.14 5.083 1.24 1.33 1.43 1.53 1.63 5.500 1.73 1.83 1.93 2.03 2.14 5.917 2.24 2.34 2.45 2.55 2.67 6.333 2.78 2.91 3.04 3.18 3.33 6.750 3.49 3.66 3.83 4.01 4.20 7.167 4.39 4.59 4.79 5.00 5.21 7.583 5.42 5.64 5.87 6.09 6.32 8.000 6.56 6.80 7.05 7.31 7,59 8.417 7.89 8.22 8.58 8.97 9.38 8.833 9.81 10.26 10.72 11.20 11.69 9.250 12.19 12.71 13.23 13.76 14.31 9.667 14.86 15.42 15.99 16.56 17.14 10.083 17.74 18.35 18.99 19.68 20.43 10.500 21.24 22.12 23.05 24.04 25.08 10.917 26.15 27.26 28.42 29.68 31.08 11.333 32.74 34.77 37.23 40.39 44.76 11.750 51.11 60.45 74.66 96.55 126.44 12.167 162.66 200,50 233.21 253.82 257.72 12,583 248.22 228.97 204.03 177.59 152.93 13.000 131.32 113.39 98.48 86.24 76.20 13.417 67.98 61.28 55.86 51.58 48.02 13.833 45.03 42.46 40.22 38.22 36.43 14.250 34.80 33.32 32.01 30.89 29.91 14.667 29.04 28.27 27.56 26.89 26.25 15.083 25.63 25.03 24.43 23.85 23.27 15.500 22.70 22.13 21.56 21.00 20.43 15.917 19.87 19.30 18.74 18.19 17.66 16.333 17.15 16.67 16.24 15.85 15.48 16.750 15.15 14.83 14.54 - 14.25 13.98 17.167 13.72 13.45 13.20 12.94 12.69 17.583 12.44 12.19 11.94 11.69 11.44 18.000 11.20 10.95 10.71 10.48 10.26 18.417 10.06 9.89 9.73 9.59 9.47 18.833 9.36 9.26 9.17 9.08 9.00 19.250 8.91 8.83 8.76 8.68 8.60 Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 7 of 17 Watertown,CT 06795 USA +1-203-755-1666 �Vol. �. pg. Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR HYDROGRAPH ORDINATES(ft3/s) Output Time Increment= 0.083 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow Flow (hours) (ft3/S) (ft3/S) (ft3/S) (ft3/5) (ft3/S) 19.667 8.53 8.45 8.38 8.30 8.23 20.083 8.15 8.08 8.01 7.94 7.87 20.500 7.81 7.74 7.68 7.62 7.56 20.917 7.50 7.44 7.38 7.33 7.27 21.333 7.22 7.16 7.11 7.05 6.99 21.750 6.94 6.88 6.83 6.77 6.72 22.167 6.66 6.61 6,55 6.49 6.44 22.583 6.38 6.33 6.27 6.22 6.16 23.000 6.11 6.05 6.00 5.94 5.88 23.417 5.83 5.77 5.72 5.66 5.61 23.833 5.55 5.50 5.42 (N/A) (N/A) Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 8 of 17 Watertown,CT 06795 USA +1-203-755-1666 Subsection: Unit Hydrograph Summary Return Event: 2 years Label: DA-4 Storm Event: 2 YR-24 HR Storm Event 2 YR-24 HR Return Event 2 years Duration 24.000 hours Depth 4.5 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 2.800 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 4.40 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 4.40 ft3/s Output) Drainage Area SCS CN(Composite) 84.950 Area(User Defined) 2.800 acres Maximum Retention 1.8 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 2.9 in (Pervious) Runoff Volume(Pervious) 0.678 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.673 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 4.23 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 9 of 17 Watertown,CT 06795 USA +1-203-755-1666 V®I. � Pg. IDS:] Subsection: Unit Hydrograph Summary Return Event: 10 years Label: DA-4 Storm Event: 10 YR-24 HR Storm Event 10 YR-24 HR Return Event 10 years Duration 24.000 hours Depth 7.4 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 2.800 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 8.37 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 8.37 ft3/s Output) Drainage Area SCS CN(Composite) 84.950 Area(User Defined) 2.800 acres Maximum Retention 1.8 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 5.6 in (Pervious) Runoff Volume(Pervious) 1.314 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 1.305 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 4.23 ft3/s Unit peak time,Tp 0.5001 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 10 of 17 Watertown,CT 06795 USA +1-203-755-1666 voi. -3ss pg. Subsection: Unit Hydrograph Summary Return Event: 25 years Label: DA-4 Storm Event: 25 YR-24 HR Storm Event 25 YR-24 HR Return Event 25 years Duration 24.000 hours Depth 8.4 in Time of Concentration 0,750 hours (Composite) Area(User Defined) 2.800 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 9.74 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 9,74 ft3/s Output) Drainage Area SCS CN(Composite) 84.950 Area(User Defined) 2.800 acres Maximum Retention 1.8 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 6.6 in (Pervious) Runoff Volume(Pervious) 1.539 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 1.528 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 4.23 ft3A Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 11 of 17 Watertown,CT 06795 USA +1-203-755-1666 ib'd. - Pg. Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-4 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 2.800 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 13.27 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 13.27 ft3/s Output) Drainage Area SCS CN(Composite) 84.950 Area(User Defined) 2.800 acres Maximum Retention 1.8 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth (Pervious) 9.1 in Runoff Volume(Pervious) 2.130 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 2.116 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 4.23 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2,000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56) 5/12/2021 27 Siemon Company Drive Suite 200 W Page 12 of 17 Watertown,CT 06795 USA +1-203-755-1666 i/oB. pg, ncI�c) Subsection: Unit Hydrograph Summary Return Event: 2 years Label: DA-5 Storm Event: 2 YR-24 HR Storm Event 2 YR-24 HR Return Event 2 years Duration 24.000 hours Depth 4.5 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.641 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 1.79 ft3/S Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 1.75 ft3/s Output) Drainage Area SCS CN(Composite) 86.360 Area(User Defined) 0.641 acres Maximum Retention 1.6 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 3.0 in (Pervious) Runoff Volume(Pervious) 0.162 ac-ft Hydrograph Volume.(Area under Hydrograph curve) Volume 0.162 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.96 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.561 5/12/2021 27 Siemon Company Drive Suite 200 W Page 13 of 17 Watertown,CT 06795 USA +1-203-755-1666 Subsection: Unit Hydrograph Summary Return Event: 10 years Label: DA-5 Storm Event: 10 YR-24 HR Storm Event 10 YR-24 HR Return Event 10 years Duration 24.000 hours Depth 7.4 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.641 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 3.31 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 3.23 ft3/s Output) Drainage Area SCS CN(Composite) 86.360 Area(User Defined) 0.641 acres Maximum Retention 1.6 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 5.8 in (Pervious) Runoff Volume(Pervious) 0.309 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.309 ac-ft. SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.96 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haeslad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 14 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. . ,.)Q Pg. ��1 Subsection: Unit Hydrograph Summary Return Event: 25 years Label: DA-5 Storm Event: 25 YR-24 HR Storm Event 25 YR-24 HR Return Event 25 years Duration 24.000 hours Depth 8.4 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.641 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 3.83 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 3.74 ft3/s Output) Drainage Area SCS CN(Composite) 86.360 Area(User Defined) 0.641 acres Maximum Retention 1.6 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 6.8 in (Pervious) Runoff Volume(Pervious) 0.361 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.361 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.96 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 15 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. D36 Pg. 09 3 Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-5 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.641 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 5.17 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 5.04 ft3/s Output) Drainage Area SCS CN(Composite) 86.360 Area(User Defined) 0.641 acres Maximum Retention 1.6 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 9.3 in (Pervious) Runoff Volume(Pervious) 0.497 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.497 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.96 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 16 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. nor i pg. Index D DA-3(Unit Hydrograph(Hydrograph Table),100 years)...7,8 DA-3(Unit Hydrograph Summary,10 years)...4 DA-3(Unit Hydrograph Summary,100 years)...6 DA-3(Unit Hydrograph Summary,2 years)...3 DA-3(Unit Hydrograph Summary,25 years)...5 DA-4(Unit Hydrograph Summary,10 years)...10 DA-4(Unit Hydrograph Summary,100 years)...12 DA-4(Unit Hydrograph Summary,2 years)...9 DA-4(Unit Hydrograph Summary,25 years)...11 DA-5(Unit Hydrograph Summary,10 years)...14 DA-5(Unit Hydrograph Summary, 100 years)...16 DA-5(Unit Hydrograph Summary,2 years)...13 DA-5(Unit Hydrograph Summary,25 years)...15 M Master Network Summary...1,2 Green Branch Ridge-Phase 7B Pre- Bentley Systems,Inc. Hassled Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 17 of 17 Watertown,CT 06795 USA +1-203-755-1666 V®le ego I Exhibit H Post-development Table of Contents Master Network Summary 1 DA-3 Unit Hydrograph Summary,2 years 3 Unit Hydrograph Summary,10 years 4 Unit Hydrograph Summary,25 years 5 Unit Hydrograph Summary,100 years 6 Unit Hydrograph(Hydrograph Table), 100 years 7 DA-4 Unit Hydrograph Summary,2 years 9 Unit Hydrograph Summary,10 years 10 Unit Hydrograph Summary,25 years 11 Unit Hydrograph Summary,100 years 12 DA-5 Unit Hydrograph Summary,2 years 13 Unit Hydrograph Summary, 10 years 14 Unit Hydrograph Summary,25 years 15 Unit Hydrograph Summary,100 years. 16 Vol. Pg. v��l Subsection: Master Network Summary Catchments Summary Label Scenario Return Hydrograph _ Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) DA-3 Post-Development 2- 2 13.770 12.417 97.05 year DA-3 Post-Development 10 10 26.619 12.417 183.82 -year DA-3 Post-Development 25 25 31.159 12.417 213.66 -year DA-3 Post-Development 50 50 37.565 12.417 255.27 -year DA-3 Post-Development 100 43.088 12.417 290.76 100-year DA-4 Post-Development 2- 2 0.256 12.500 1.68 year DA-4 Post-Development 10 10 0.503 12.500 3.24 -year DA-4 Post-Development 25 25 0.590 12.500 3.77 -year DA-4 Post-Development 50 50 0,714 12.500 4.52 -year DA-4 Post-Development 100 0.820 12.500 5.17 100-year DA-5 Post-Development 2- 2 0.126 12.167 1.37 year DA-5 Post-Development 10 10 0.245 12.167 2.58 -year DA-5 Post-Development 25 25 0.287 12,167 3.00 -year DA-5 Post-Development 50 50 0.346 12.167 3.58 -year DA-5 Post-Development 100 0.397 12.167 4.07 100-year Node Summary Labe[ Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/s) (years) (ac-ft) POINT OF Post-Development 2- 2 0.382 12.167 2.33 EVALUATION#3 year POINT OF Post-Development 10 10 0.747 12.167 4.53 EVALUATION#3 -year POINT OF Post-Development 25 25 0.877 12.167 5.29 EVALUATION#3 -year POINT OF Post-Development 50 50 1.060 12.167 6.35 EVALUATION#3 -year POINT OF Post-Development 100 1.217 12.167 7.25 EVALUATION#3 100-year POINT OF Post-Development 2- 2 13.770 12.417 97.05 EVALUATION#2 year (Steep Hollow Creek) POINT OF Post-Development 10 10 26.619 12.417 183.82 EVALUATION#2 -year (Steep Hollow Creek) Green Branch Ridge-Phase 78 Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 1 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. Subsection: Master Network Summary Node Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Event Volume (hours) (ft3/S) (years) (ac-ft) POINT OF Post-Development 25 25 31.159 12.417 213.66 EVALUATION#2 -year (Steep Hollow Creek) POINT OF Post-Development 50 50 37.565 12.417 255.27 EVALUATION#2 -year (Steep Hollow Creek) POINT OF Post-Development 100 43.088 12.417 290.76 EVALUATION#2 100-year (Steep Hollow Creek) Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 2 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. Pgo�- Subsection: Unit Hydrograph Summary Return Event: 2 years Label: DA-3 Storm Event: 2 YR-24 HR Storm Event 2 YR-24 HR Return Event 2 years Duration 24.000 hours Depth 4.5 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres Computational Time 0.084 hours Increment Time to Peak(Computed) 12.413 hours Flow(Peak,Computed) 97.11 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.417 hours Interpolated Output) Flow(Peak Interpolated 97,05 ft3/s Output) Drainage Area SCS CN(Composite) 85.240 Area(User Defined) 56.700 acres Maximum Retention 1.7 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 2,9 in (Pervious) Runoff Volume(Pervious) 13.852 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 13.770 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0,633 hours (Composite) Computational Time 0.084 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 101.44 ft3/S Unit peak time,Tp 0.422 hours Unit receding limb,Tr 1.689 hours Total unit time,Tb 2.111 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 3 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. ,3,9 -7-3 - Pg. Subsection: Unit Hydrograph Summary Return Event: 10 years Label: DA-3 Storm Event: 10 YR-24 HR Storm Event 10 YR-24 HR Return Event 10 years Duration 24.000 hours Depth 7.4 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres Computational Time 0.084 hours Increment Time to Peak(Computed) 12.413 hours Flow(Peak,Computed) 183.98 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.417 hours Interpolated Output) Flow(Peak Interpolated 183.82 ft3/s Output) Drainage Area SCS CN(Composite) 85.240 Area(User Defined) 56.700 acres Maximum Retention 1.7 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 5.7 in (Pervious) Runoff Volume(Pervious) 26.760 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 26.619 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.633 hours (Composite) Computational Time 0.084 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 101.44 ft3/s Unit peak time,Tp 0.422 hours Unit receding limb,Tr 1.689 hours Total unit time,Tb 2.111 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 4 of 17 Watertown,CT 06795 USA +1-203-755-1666 FV®I. Pg.-,qc-o Subsection: Unit Hydrograph Summary Return Event: 25 years Label: DA-3 Storm Event: 25 YR-24 HR Storm Event 25 YR-24 HR Return Event 25 years Duration 24.000 hours Depth 8.4 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres Computational Time 0.084 hours Increment Time to Peak(Computed) 12.413 hours Flow(Peak,Computed) 213.86 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.417 hours Interpolated Output) Flow(Peak Interpolated 213.66 ft3/s Output) Drainage Area SCS CN(Composite) 85.240 Area(User Defined) 56.700 acres Maximum Retention 1.7 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 6.6 in (Pervious) Runoff Volume(Pervious) 31.320 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 31.159 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.633 hours (Composite) Computational Time 0.084 hours Increment Unit Hydrograph Shape 483,432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 101.44 ft3/s Unit peak time,Tp 0.422 hours Unit receding limb,Tr 1.689 hours Total unit time,Tb 2.111 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 5 of 17 Watertown,CT 06795 USA +1-203-755-1666 n V0 1. 36 Pg. Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres Computational Time 0.084 hours Increment Time to Peak(Computed) 12.413 hours Flow(Peak,Computed) 291.06 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.417 hours Interpolated Output) Flow(Peak Interpolated 290.76 ft3/s Output) Drainage Area SCS CN(Composite) 85.240 Area(User Defined) 56.700 acres Maximum Retention 1.7 in (Pervious) Maximum Retention 0.3 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 9.2 in (Pervious) Runoff Volume(Pervious) 43.301 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 43.088 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.633 hours (Composite) Computational Time 0.084 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 101.44 ft3/s Unit peak time,Tp 0.422 hours Unit receding limb,Tr 1.689 hours Total unit time,Tb 2.111 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 6 of 17 Watertown,CT 06795 USA +1-203-755-1666 vol. Pg. 30ct� Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.633 hours (Composite) Area(User Defined) 56.700 acres HYDROGRAPH ORDINATES(ft3/s) Output Time Increment= 0.083 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow Flow (hours) (ft3/s) (ft3/s) MYS) (ft3/s) (ft3/s) 3.083 0.00 0.00 0.01 0.02 0.04 3.500 0.08 0.13 0.19 0.26 0.34 3.917 0.42 0.51 0.60 0.69 0.79 4.333 0.88 0.98 1.08 1.18 1.28 4.750 1.39 1.49 1.60 1.70 1.81 5.167 1.91 2.02 2.13 2.24 2.35 5.583 2.46 2,57 2.68 2.79 2.90 6.000 3.01 3.13 3.24 3.37 3.50 6.417 3.64 3.79 3.96 4.13 4.31 6.833 4.51 4.70 4.91 5.12 5.33 7.250 5.55 5.78 6.00 6.24 6.48 7.667 6.72 6.96 7.21 7.46 7.72 8.083 7.98 8.25 8.54 8.85 9.20 8.500 9.59 10.00 10.44 10.90 11.38 8.917 11.88 12.39 12.92 13.45 14.00 9.333 14.56 15.12 15.70 16.28 16.87 9.750 17.47 18.07 18.68 19.30 19.93 10.167 20.59 21.28 22.04 22.86 23.77 10.583 24.75 25.80 26.90 28.03 29.19 11.000 30.38 31.63 33.00 34.61 36.56 11.417 38.93 41.79 45.46 50.73 58.94 11.833 71.54 89.94 117.14 155.09 202.05 12.250 248,02 279.63 290.76 282.92 259.71 12.667 227.88 194.88 164.90 139.06 117.67 13.083 100.59 87.10 76.37 67.81 61.01 13.500 55.62 51.35 47.92 45.09 42.67 13.917 40.53 38.61 36.89 35.39 34.05 14.333 32.85 31.79 30.85 30.02 29.25 14.750 28.55 27.87 27.23 26.60 25.98 15.167 25.37 24.78 24.19 23.60 23.01 15.583 22.41 21.83 21.24 20.66 20.08 16.000 19.49 18.91 18.34 17.79 17.29 16.417 16.82 16.41 16.03 15.68 15.36 16.833 15.06 14.78 14.50 14.23 13.96 17.250 13.69 13.43 13.17 12.92 12.66 17.667 12.40 12.15 11.89 11.63 11.38 18.083 11.13 10.88 10.64 10.42 10.23 18.500 10.07 9.93 9.81 9.70 9.60 18.917 9.50 9.41 9.33 9.25 9.16 Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 7 of 17 Watertown,CT 06795 USA +1-203-755-1666 F I. Pg•� Subsection: Unit Hydrograph (Hydrograph Table) Return Event: 100 years Label: DA-3 Storm Event: 100 YR-24 HR HYDROGRAPH ORDINATES(ft3/5) Output Time Increment= 0.083 hours Time on left represents time for first value in each row. Time Flow Flow Flow Flow Flow (hours) (ft3/5) (ft3/s) (ft3/s) (ft3/s) (ft3/s) 19,333 9.08 9.00 8.93 8.85 8.77 19.750 8.70 8.62 8.54 8.46 8.39 20.167 8.31 8.24 8.17 8.10 8.03 20.583 7.97 7.91 7.84 7.78 7.72 21.000 7.66 7.60 7.55 7,49 7.43 21.417 7.38 7.32 7.26 7.20 7.14 21.833 7.08 7.03 6.97 6.91 6.86 22.250 6.80 6.74 6.68 6.62 6.57 22.667 6.51 6.45 6.40 6.34 6.28 23.083 6.22 6.17 6.11 6.05 5.99 23.500 5.93 5,88 5.82 5.76 5.71 23.917 5.65 5.58 (N/A) (N/A) (N/A) Green Branch Ridge-Phase 78 Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V81 Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 8 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. pg. "i::� - Subsection: Unit Hydrograph Summary Return Event: 2 years Label: DA-4 Storm Event: 2 YR-24 HR Storm Event 2 YR-24 HR Return Event 2 years Duration 24.000 hours Depth 4.5 in Time of Concentration 0.750 hours (Composite) . Area(User Defined) 1.100 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 1.68 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 1.68 ft3/s Output) Drainage Area SCS CN(Composite) 84.000 Area(User Defined) 1.100 acres Maximum Retention 1.9 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 2.8 in (Pervious) Runoff Volume(Pervious) 0.258 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.256 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0,100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 1.66 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 9 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. 9 Subsection: Unit Hydrograph Summary Return Event: 10 years Label: DA-4 Storm Event: 10 YR-24 HR Storm Event 10 YR-24 HR Return Event 10 years Duration 24.000 hours Depth 7.4 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 1.100 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 3.24 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 3.24 ft3/s Output) Drainage Area SCS CN(Composite) 84.000 Area(User Defined) 1,100 acres Maximum Retention 1.9 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 5.5 in (Pervious) Runoff Volume(Pervious) 0.506 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.503 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 1.66 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Th 2.500 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 10 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. 3�6 pg- '3000- Subsection: Unit Hydrograph Summary Return Event: 25 years Label: DA-4 Storm Event: 25 YR-24 HR Storm Event 25 YR-24 HR Return Event 25 years Duration 24.000 hours Depth 8.4 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 1.100 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flow(Peak,Computed) 3.77 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 3.77 ft3/s Output) Drainage Area SCS CN(Composite) 84.000 Area(User Defined) 1.100 acres Maximum Retention 1.9 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 6.5 in (Pervious) Runoff Volume(Pervious) 0.594 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.590-ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 1.66 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 11 of 17 Watertown,CT 06795 USA +1-203-755-1666 Subsection: Unit,Hydrograph Summary Return Event: 100 years Label: DA-4 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.750 hours (Composite) Area(User Defined) 1.100 acres Computational Time 0.100 hours Increment Time to Peak(Computed) 12.500 hours Flaw(Peak,Computed) 5.17 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.500 hours Interpolated Output) Flow(Peak Interpolated 5.17 ft3/s Output) Drainage Area SCS CN(Composite) 84.000 Area(User Defined) 1.100 acres Maximum Retention 1.9 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth (Pervious) 9.0 in Runoff Volume(Pervious) 0.825 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.820 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.750 hours (Composite) Computational Time 0.100 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 1.66 ft3/s Unit peak time,Tp 0.500 hours Unit receding limb,Tr 2.000 hours Total unit time,Tb 2.500 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 12 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. Pg Subsection: Unit Hydrograph Summary Return Event: 2 years Label: DA-5 Storm Event: 2 YR-24 HR Storm Event 2 YR-24 HR Return Event 2 years Duration 24.000 hours Depth 4.5 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.524 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 1.40 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 1.37 ft3/s Output) Drainage Area SCS CN(Composite) 84.800 Area(User Defined) 0.524 acres Maximum Retention 1.8 in (Pervious) Maximum Retention (Pervious,20 percent) 0.4 in Cumulative Runoff Cumulative Runoff Depth 2.9 in (Pervious) Runoff Volume(Pervious) 0.126 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.126 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.24 ft3A Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 13 of 17 Watertown,CT 06795 USA +1-203-755-1666 V®I. ego Subsection: Unit Hydrograph Summary Return Event: 10 years Label: DA-5 Storm Event: 10 YR-24 HR Storm Event 10 YR-24 HR Return Event 10 years Duration 24.000 hours Depth 7.4 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.524 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 2.64 ft3/S Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 2.58 ft3/s Output) Drainage Area SCS CN(Composite) 84.800 Area(User Defined) 0.524 acres Maximum Retention 1.8 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth (Pervious) 5.6 in Runoff Volume(Pervious) 0.245 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.245 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.24 ft3/S Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 14 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. pg. Subsection: Unit Hydrograph Summary Return Event: 25 years Label: DA-5 Storm Event: 25 YR-24 HR Storm Event 25 YR-24 HR Return Event 25 years Duration 24.000 hours Depth 8.4 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.524 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 3.07 ft3/s Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 3.00 ft3/s Output) Drainage Area SCS CN(Composite) 84.800 Area(User Defined) 0.524 acres Maximum Retention 1.8 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth (Pervious) 6.6 in Runoff Volume(Pervious) 0.287 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.287 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0,024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.24 ft3/s Unit peak time,Tp 0.122 hours Unit receding limb,Tr 0.489 hours Total unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 15 of 17 Watertown,CT 06795 USA +1-203-755-1666 vol. Pg.3 a_ Subsection: Unit Hydrograph Summary Return Event: 100 years Label: DA-5 Storm Event: 100 YR-24 HR Storm Event 100 YR-24 HR Return Event 100 years Duration 24.000 hours Depth 11.0 in Time of Concentration 0.183 hours (Composite) Area(User Defined) 0.524 acres Computational Time 0.024 hours Increment Time to Peak(Computed) 12.149 hours Flow(Peak,Computed) 4.17 ft3/S Output Increment 0.083 hours Time to Flow(Peak 12.167 hours Interpolated Output) Flow(Peak Interpolated 4,07 ft3/s Output) Drainage Area SCS CN(Composite) 84.800 Area(User Defined) 0.524 acres Maximum Retention 1.8 in (Pervious) Maximum Retention 0.4 in (Pervious,20 percent) Cumulative Runoff Cumulative Runoff Depth 9,1 in (Pervious) Runoff Volume(Pervious) 0.398 ac-ft Hydrograph Volume(Area under Hydrograph curve) Volume 0.397 ac-ft SCS Unit Hydrograph Parameters Time of Concentration 0.183 hours (Composite) Computational Time 0.024 hours Increment Unit Hydrograph Shape 483.432 Factor K Factor 0.749 Receding/Rising,Tr/Tp 1.670 Unit peak,qp 3.24 ft3/s Unit peak time,Tp 0,122 hours Unit receding limb,Tr 0.489 hours Tota[unit time,Tb 0.611 hours Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center [08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 16 of 17 Watertown,CT 06795 USA +1-203-755-1666 Vol. 3DO Pg. Index D DA-3(Unit Hydrograph(Hydrograph Table),100 years)...7,8 DA-3(Unit Hydrograph Summary,10 years)...4 DA-3(Unit Hydrograph Summary,100 years)...6 DA-3(Unit Hydrograph Summary,2 years)...3 DA-3(Unit Hydrograph Summary,25 years)...5 DA-4(Unit Hydrograph Summary,10 years)...10 DA-4(Unit Hydrograph Summary,100 years)...12 DA-4(Unit Hydrograph Summary,2 years)...9 DA-4(Unit Hydrograph Summary,25 years)...11 DA-5(Unit Hydrograph Summary, 10 years)...14 DA-5(Unit Hydrograph Summary,100 years)...16 DA-5(Unit Hydrograph Summary,2 years)...13 DA-5(Unit Hydrograph Summary,25 years)...15 M Master Network Summary...1,2 Green Branch Ridge-Phase 7B Post- Bentley Systems,Inc. Haestad Methods Bentley PondPack V8i Development.ppc Solution Center (08.11.01.56] 5/12/2021 27 Siemon Company Drive Suite 200 W Page 17 of 17 Watertown,CT 06795 USA +1-203-755-1666 9 vol. JO pg.-13— EXHIBIT I GREEN BRANCH RIDGE PHASES 7B DRAINAGE CALCULATIONS TIME OF CONCENTRATION may uemao on arealw.l o-va..lm w9.l Sheet Flow Shallow Concentrated Flow Ditch Flow To min Ml 4v_ A .F•+!1 sM T(mN L. (F 6 -fth(.) 9.]_ A s(M0 v.mer�Nl i(rml W.ni�sc.a btv�5n ie)a+J+�A6 sm T(-) eak�sea 0.+5• 56.1 8524150.00 01 0.0105 21.51 16495 ]10.0] 0.0]5 0490 ]T).58 6�0.0093 Da A0-1..imwpe Sheet Flow Shallow Concentrated Flow 1 Te min (rot le,e e..N+r±t$ _tas smnu ill�9u(n o.._a5nm�_J�'le slron va...,iroe i(�I c.�w..e �v.. cw.a se.1 asm ln�w.ab be.sz ]m.xb 0.0519 a54 ]9 as 100-YEAR DA AREA(AC) AREA(SF) ROAD(SF) LIMESTONE(SF) ROOF(SF) WATER(SF) GRASS(SF), COMPOSITE RATIONAL COEFFICIENT RATIONAL RUNOFF COEFFICIENTS 0.95 0.90 0.97 1.00 0.32 5 0.524 22825.44 1306.90 0.00 0.00 0.00 21518.54 0.36 4 1.1 47916 0.00 0.00 0.00 0.00 47916.00 0.32 3 51.55 2245430.88 36106.07 0.001,1 8000.00 183603.01 1827721.80 0.44 Vol. 3 pg. ��- Exhibit J Green Branch Ridge Subdivision Post-development Runoff Phase 7B Culverts Rational Method I=b/(t,+d)' Q=ciA e..m. +(Ae*c,,...w)la-r I=intensity(Inlhr) Q=peak runoff(cfs) t,=time of concentration(minutes) A=area(acres) DA# Area(Ac.) c..m CULL 9.96 0.44 CUL2 .2.35 0.44 CULVERT r Annual Exceedance Probability Storm Event b I d I e I i(in/hr) I Q cfs 96 8 1 0.73 1 6.45 1 27.98 CULVERT t Annual Exceedance Probabili Storm Event 2 b d e I in/11 Q cfs 96 8 0.73 6.8 7.D3 Vol. 3 `6- Pg. IBJ Exhibit K CHART 26B ISO 10,000 ISO 0,000 EXAMPLE 136 6,000 Ds42 lochso(3.3 lost 6. 6 5,000 a•12Oeta 6 144 6. 5. 132 4,000 ati Mw tut 4 3,000 (1) 2.5 8.6 5. 4. 120 (2) 2.17.4 108 2,000 (3) 2.2 7.7 4,-'! 3. a0 In hat 3' 96 1,000 3 2.02 1 .78 e00 64 600 /� 2' 2 500 / H 72 400 3 E. = 300 �y 1.6 1.6 Z N = so v 200 F 1•5 Z / W 54 / a 0 W 100 z Culvert 1 4e / 60 = a Capacity=46 cfs P 6 W Ivo Ivo p — 0 HW ENTRANCE 40 0 CALE TYPE W I.0 r 36 30 (1) Spero edge with 3 .9 .9 9 W � 33 headwall t7 Q (2) Groove end.irh C 30 headwall Z 8 6 Culvert 2 (3) Gr00Ye andprojecting 'a Capacity = 14 csf 10 .7 .7- 24 6 .7 6 To use scale(2)or(3)Pre)ect 2 1 5 horizontally 16 seals(1),then 4 use straight Inclined line through D and a scales,or reverse as 6 3 Illutroted. 6 .6 16 2 BUREAU OF PUBLIC ROADS JAN.1963 IS 1.0 HEADWATER SCALES 2133 S .6 S REVISED MAY 1964 12 Headwater Depth for Concrete Pipe Culverts with Inlet Control— English Units A-47 Fol. J pg. - .: Exhibit L Cross Section for Highest WSE in Eagle Vista Ditch Project Descriptioli .: Friction Method Manning Formula Solve For Normal Depth Roughness Coefficient 0.030 Channel Slope 0.00740 f ift Normal Depth 0.91 ft Left Side Slope 4.00 ft/ft(H:V) Right Side Slope 4.00 ft/ft(H:V) Bottom Width 6.00 ft Discharge 27.98 ft3/s Cross-Section Image T 0.91 ft 8.00 ft V:1 H: 1 Cross Section for Highest WSE in Greensboro Ditch Project Description:.._ - -_ Friction Method Manning Formula Solve For Normal Depth Input Data -------- Roughness Coefficient 0.030 Channel Slope 0.00630 ft/ft Normal Depth 0.89 ft Left Side Slope 4.00 ft/ft(H:V) Right Side Slope 4.00 ft/ft(H:V) Discharge 7.02 ft3/s Cross-Section Image _ T V:1 H: 1 Bentley Systems,Inc. Bentley FlowMaster V8i(SELECTseries 1) [08.11.01.03] 5/7/2021 9:01:50 AM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 30Fvol. fig. �da- COMMISSIONER COURT MINUTES OF AUGUST 31 2021 ARE CONTINUED FROM VOLUME 338 voo. 33� — pg.—j—_ op, BRAZOS COUNTY BRYAN,TEXAS DEPARTMENT: NUMBER: DATE OF COURT MEETING: 8/3/2021 .ITEM: Approval of expenditure journal entryfor Brazos County's FY20-214th quarter cash contribution of$119,507.25 to the Brazos County Health District TO: Commissioners Court DATE: 07/29/2021 FISCAL IMPACT: False BUDGETED: False DOLLAR AMOUNT: $0.00 ATTACHMENTS: File Name Description Tvoe FY 20-21 Health_District Invoice.pdf Invoice Backup Material CC 080321.pdf Journal Entry Backup Material "PR 9/3/�� : L Duane Peters Date County Judge v®9. 5301 Pg. q, INVOICE Brazos County Mail Remittance to: Attn: Fang Deng Brazos County Auditor 200 S.Texas Ave.,Ste 218 200 So.Texas Ave.,Suite 218 Bryan,Texas 77803 Bryan,Texas 77803 . Attn: Brian Pratt ' (979)361-4355 INVOICE DATE: p - 39t835 75*+ I . 10/01/2020 39? 835 .75. + I 478; 029 - 3� i835 . 75 + 12._ 119, 507- 25' 39 ; 835.- 75T INVOICE NUMBER: B0001-21 DESCRIPTION: Brazos County's annual contribution,for fiscal year 2020-2021,in accordance with the Brazos County Public Health District Cooperative Agreement. AMOUNT DUE: $478,029.00(payable in 12 equal installments) Please make check(s)payable to: Brazos County Health District Vol. J Pg. 3 7129/2021 Manage Journals-Journals-Oracle Applications Edit Journal Q Last S.xd 7m12021 8:2T AM Journal Balch:CC 080321 Q show Mom J.—.IBM.h CC 080721 Description Esp....4m 0ueder County ContdbNbn N Hat DiWid Source AutaCepy 8.hnu Type AduM APPreyalslaN. P gAed 'AeceuntI.g Nrlod A,I,21 Funds.... NM Mmmplef Atsohments FY 20.21 Heath Dismd mwl.l.X Batch status U.Pmled ComDlerwd sm.. Inwm l to Joumal Q ISha7Mem l 4 CC 080321 p I.f.2:;I J.urn.l =08=1 Currency use US Dopa Description Espense 4m Cu.norcmuly COewbelen to Heat Disbid I Co nd..DMo 1RID021 'Ledger 8—counts Pdmay Ledger 'A..Ouming Date 8W.21 Carnation Bal.Typo User Conversion Bab 1 'Congory Manual Imere.Conwmion BaN 1 Journal Lines Q ebi Line eAccount A count Description EnDescription Debit Credit 1 g10060000C000.+10052p0A0000-0000-000000 HOelm-County Heat DbUicM,V.NaDeposlfary Benk Aemun4No VM,s4l,Velvo-No VA. +19.507.25 2NGIr CedNDugonhom9uas Comdy '2 B10ooLe0oe000.670C120o-00000swOG00000 Meet-Ceunry Heat DIMfk NO VaIw-0.Ndyafnn-a—,Coon".VA..-N.Value-NO Valve 119.0725 3rd Ob Uniribugen firs.U—,Cmry m Iry 3 01000.1100-J000.73510000.00000-0OOD000000 General Fund-csn—Oy suppot4f,t OHisian-County SuppW-N,Value-No W.",VsIm 119,50725 SM WConblbu0on from Btaza.C.uny f.ro01000,00H.00.11003200-000004000000000 Gendel Fund-NoV W-.por.ry Bank Ace. -ND V.We-NO Vabe-No V.- 116.MO a!----_�` T39,014.SD 239,01450 httpsY/ekzl.fa.us2.oraclecloud.conVfsemUYfaces/FndOvervlew?—adf.ctd-state-wO4kj229d 5&fndG[oballtemNadeld=ltemNode_general_accounUngjoumals&pageParams=fndGiobalitemNodeld%3Dite... 1/1 VoI. .n pg. n .�c7f -- "^.��..,,'_' }- tiS L:z s �.; '�+�' x•.^'.. '�7 , ;:s.;d ,t �u,fq - .r- ..St;�,.r�✓g i � .Ff App{ic�atior� for T Refund ¢` .• -Y +4.,i'+.,. Se —a+'2- Y'f J^ 9YA._,:` 3t, TO}✓ l qk •a..i r' 'S`' , v- s € iFxtK xl y, L 1 yerpayrn ri�s,or Erroneous Payments4£ } •i Tei. •.z �.- tt''''�..,4 ,,7-k %ht t > i+,� ,I�s...* 33 Li t1 �'.+..'tf v .:. rz�;.. } � - 1 al ,t.z S r ,' `+ b•31.. �. yY BRAZQS 1CfJU1�ITY TAX OFFICE 979 W7�9930 Colteetid TkCeName Phone fgreacadeandfiumber) 415'1 COUNTY PARK CT,BRYAN,TX 77802 k A461esi,.Ctry ;State,ZIP Code Brazos Co,City of.Bryan,City ofi College Stat,Bryan ISD,College Stat ISD,Emg Svs#1,2;3,4,City of.Kurten, taifasotd:ISD Cailectmgtax For fta*g unifs) ., GENERAL INFORMATION Thtsapplication�s far use in requesting a tax refund pursuant to Tax Code Section 31.11 and Comptroller flute 93039 To appiyfora tax refund;ttie it 3 Taxpayer or repfeseritaWe must comp(etie3edloris 1 through 5 ofthis appiltatlon.The refund check will be made payalile tathe taxpayer and mailed td the:taxpayer addles i provided below ins ' . _ FILING�INSLHUCTCONSI�T(lis document and all supporting documentation must be filed with the tax collector of the taxing unit for whichyou are requsti'a refund tto notfile ' >thtndocumenEiwth the Te�CasLomp[roller of'Public Accounts.A.directory with contact inforrnatlon for county tax off res may be found on the omptrolietswebsite' ti r! #r�2"'i�J_` r�3R� - •,... „_, _ ..II T �. c� t, r. 7 �4 PrimaryPhaneNmnberloreocode.arrJriurimber) : Email Address• M•ihngAddress,City State ZIP Code �t ���r Proytde the Infomla6on below aWan agent bas been appointed undef Tax Code Section'1.1 i 1 to represent:the taxpal+er for tax matters.Attach a tompleted aril iigned'Folm, 56-,lg AppotniarentofAgent fpr PropertyTax'Mafters,if the form has not been filed with the appraisal district Individual taxpayers handling tax matters ontheir own hehalFskrp to Section 3. Nairie'iiLAuthoingd Repreie ve q Title atAuthoiized Representative Pr�mAryPhaneNumberlaieamdeandnuin er) EmallAddress- s }, Mailing Address Qty,State,ZlpCode • ,..mow i •• • s t 1 ti9� O `� . l /7 OR " ry pA pro sof()rstr�d AcmuntNumbet Tax Receipt Number Ya ,J,.,'- Lncattan AddressLity 3tatC ZJP Code .<. ... s LegafOescdptidn'(orattacfrmpy'ottheftebrffo tmrretefpt): lorm,developedby:Texas:ComptrollerofPublicAicounts,PropertyTaxAssistanoeUrvislon For additional copiesvlsitco, btpttollertexa5 OV(tra�tcs(propeTtytax �vNc$o isi 2W12 Fvoi. ��� ... '�,+rr'ti,�'S rta $� •s'�'�n; i a�5°nW. ti..:� s j.rsn .4r#tet'r�+.w' - 5r- f iv +rr r k `.,f h Mfr ,Fr ?,°•25- •:`' S+ 4 ; s�` YAk;'<Cp,,,�S+itsS tls n r.TaS�efur�ntds"Oxve;xpaymena tsu.Lff ,.� �fntsj, rv n 4i.+.xra..a.a y k x g i WORM rfi F1th} 43 J a r CamQlete the tax paymeht information requested below far each taxing unit from which�etund Is requested A separate dacurnent toiitafning thesartielnfotrnatoni7raybe ' .attached'�raddttianaltaxingunits if necessary � � «.,, j � -ti tea'` �}r �� `� > ysF� r3 cr i'�"��` t��a '`2n�: • 'a ri t ZREFl1ND 5 Sa. z S S x 3:8x.c C43-. - 3. S S a. S 5 5. S $ 5 5 7.: TaxpayehAeason`forRefund(dttaifisupportfngdocamerftaaon) lq Y4 �i ..x 0 0 � ��`rgg7ta4sis.5 1 here6 a f for.the.refund offhe above described taxes and cern that the information I have given on this Corm tru is e and correct ti Y,PPY� certify i - nt wrliTaxpayer Name _ Taxpayer5(griare Date Ifyau n ea false"statement on this application,you could be found guilty of a Class A misdemeanor or a state jail'felony under Texas Penal Code,§37.10. !f the colledordoes notrespond fo this application on or before the 90th day after the date the application form is flied with ttie coilectorthis application is presumed'to have be�ntdenied,The taxpayei may file suit against the taxing unit In the district court to compel payment of the refund if it is riled not later than the 601h date after the collector dense;theappitcatlon:: `See Goverpnietit.6 Section 552137 regarding confidentiality of emall addresses. :! fORCOLLECTOR�ISEQNLY_ _.��x,F s 0 . it .'y' : •..s ,ytf7c.+, ,t _.� r} �4 '4 Yl'..„t'h° NTay `I AVPI*� �fU����i -_�, wv. .��Ys ` ef. 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'_ r �" .-,. .'.i.,s.. ,..�.." {���� 'a _ s" £..^..y?'a•.:.•'�^-rte:^..�Y;3.=3...`�Y'wGY13Aa=`."'ot�8..:';.y.:h�C:',.'fiS:Y.{"�.a`.-i5�"k.�F';•�•,no�' 1 2`Z:1��^waL�p 9'f?wL'�:25:<'.'... -..a.:.itu"^.' ++.s�{:.'�3 For additional copies,visit:comptrogentexas.govItaxes/0roperty-tax Paged' , xF F1. P� C { R yy f y APPLICATION FOR TAX AEFUND -. Collecting Office Name Coilecthig Tox.for.(faxing.ent�tiesJ ; . Brazos County Tax Office Brazos County,City Of,Bryah'Xity,oftdilege Station 4151.COun..y Par. Court Bryari.lMi College Station,ISD,.FS,F2,:F3,F4, Bryan,Texas -77802 Ph.979-775-9930 City of Wrten;Navasota,I:SD' OWNER'S NAME AND ADDRESS BAKER-A S REVOCABLE LIVING TRUST 's BAKER RODNEY 5638 OAK BLVD AUSTIN TX 78735-8710 PROPERTY DESCRIPTION Legal:' :AOQ5461,R STEVENSON(ICL),TRACT 10,29.405 ACRES Address;'•'-:BARRON CUT-OFF RD , Account#t 13826 'TAX PAYMENT INFORMATION Name of Taxing Unit Tax Year of Refund Payment:Date Amount-Paid Refund Amourt:Requesfed 6 2REF0" 2020 12/31/2020 .... •$141.00- Taxpayer's reason.for refund: OP-Overpayment _*,REFUND, 04 _i .. A BAKER AGfYES S REVOCABLE LIVING TRUST °Io;BAKER RODNEY 5638 OAK BLVD AUSTINii8735-8710 Sign below and returnforrh to.the Brazos CountyTax.Office.. ."I hea reby pply for the refund of the above-described taxes and certify that the inform_ition on.thi5 form is true and corre� I .... .. A .:i :. if you make a false,statement on this application,you could be found guilty of a Class A misdemeanor or a statejail felony- undeiw'e 5 Pohaf•Code Sectidn 37.16. TAX REFUND DETERMINATION e tax r... nd:is [ Approve [ ]Disapproved Authorgied,Officer Signature Date Authorized Officer of taxing unit for refund applications over amount required.under Section 31:11 Tax Code t:::::• Authorized Officer Signature bate Vol. 121fig. 5. T _ y�,rzr,�_..�:3�,. n ,r-..._wr-.y,'s-�`�.,w.�" ,.z' ,a"�'i:°��'.,:;�:..:,Sa`':6'et sl'",6?.4-..-_w.`.._,-„vr. .a,a.ti,:"aim,_.. .s,..ii::'.ra .._e-.,�crw,e`a-J,xxe.*- .+w.!�•- •:;r, Applica :for.T ax{ :i oh. Overpayrnents or; Erroneous Payments �3, <BOSCOUNTY TAX OFFICE . 979=775-9930 Ce Name Phar weamdeandriumber) 4151 COUNTY PARK CTL BRYAN,TX 77802 . . . Address,City;state,ZIP Code r .Brazos Co,City of Bryan,City of College-Stat,Bryan ISD,College Stat ISD,Emg Svs#1,2;3,4,City of Kutten;Navasota{.Sb -. CollettirigTax For aoddguntts) GENERALINFORNIATION This application is for use In requesting a tax refund pursuant to Tax Code 5ection31:11 and t omptrolfet Rule 93P!IJq apply f&'i tax refund the f .a taalpayerorrepiesentaGvemustcompleteSectionsTthrough.5ofthisapplication.TMrefundcheckwillbemadepayabletotheOipayerandmaltedtothetakpa;yeraddress h ` ° provided below ; t"` FICING lNSiItUCT10N5 TJ�I{document and all supporting documentation must be flied with the tax collector of the taxing unitfor which you arerequesttrtg reu�d D6 nOGfite } 1 ,this doctune nu+lt(i fe Teas Cgmptral�er of PublicAccounts A directorywith contact Infoririation formunty tax offices may be Found aMhe Comgtrotlsets webs�t4: ;� ,�£z. >_ rr 1 a F n. sr -NameofTaxpayer La _ 5: r, )� Fr Pnmaryfhonettum6et(ateacodeandnam erl FinallAddr ' .' r , M ess ►T��t�i. . . 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ForaddiUonal�opies,v.Isit cpmptColter..texas.gov/taxes/pioperty-tdx ' Page2 � 3'Ik J4 BRAZOS COUNTY,TEXAS BUDGET AIVIENDMENT(S)FOR THE 2020-2021 BUDGET YEAR NO.20/21 42.1—42.5 On this the 3rd day of August 2021 at a regular meeting of the Commissioners'Court,the following members were present: A.Duane Peters,County Judge,Presiding B. Steve Aldrich,Commissioner,Precinct 1 C.Russ Ford,Commissioner,Precinct 2 D.Nancy Berry,Commissioner,Precinct 3 E.Irma Cauley,Commissioner,Precinct 4 F.Karen McQueen,County Clerk The following proceedings were held: THAT WHEREAS, on 3rd day of August 2021 the Court heard and approved a budget amendment(s)for the 2020-2021 budget year for Brazos County,Texas;and WHEREAS,expenditure is necessary due to the necessity to meet unusual and unforeseen conditions which could not be reasonably included in the original budget adopted 8 September 2020, the following amendment(s)to the original budget are hereby authorized,as described on the attached page(s). ADOPTED AND APPROVED this the 3rd day of August 2021. THE COMMISSIONERS COURT OF BRAZOS COUNTY,TEXAS. By: Duane Peters,County Judge Original: County Clerk's Office and Attached to the original budget Vol. Pg. 0 BRAZOS COUNTY,TEXAS BUDGET AMENDMENTS No.20121-42.1 81312021 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Constable Pct#3 Departmental Support 100.00 General Fund Constable Pct#3 Repair and Maintenance 100.00 Constable Pct#3 Reallocation orfunds to the appropriate department's account to cover expenses due to the damaged caused by the 2021 Winter Storm. .���rk?,�t.'.�� � :irwx t��`'4•P.'�'�ux3°..���i'h. 7..�.�; �.��.`�f���ym '�,� �kti a a :.._. rtrietitAp�3al• :�e,. �'<y �z!`�:-:::� �„`m+,. - Dafe:-�a�fek� :�}:- �-- - >{ 600 ,,_ B. S,; •rz=:sa �t.,„�,,Dat@is;:.K z,S,:�:�•Y:'Ks ,`' '.t?0� OlNfrti. ....SP9., nl y_+� a .,e�,,��. �°'�..i:L3s,4' w.� Oji. +.,;r'f'..°�ax++..".r,�(� :.�.�ii '.�:� =d... ,k, �_. ..--y+•,,y. Af `�Lry^?y�� FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 01000 30301100 60620000 CR Posta e and Shipping 100.00 01000 30301100 65010000 DR Accidents and Claims 100.00 Vol. �1 Pg. 1 BRAZOS COUNTY,TEXAS BUDGET AMENDMENTS No.20121-42.2 8/312021 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease 2020 Certificates of Obligation A -Life Building Capital Outlay 153.77 2020 Certificates of Obli tion A -Life Building Departmental Support 153.77 2020 Certificates of Obligation Reallocation of funds to the appropriate department s account to cover additional parts for the cubicles installed at the now Agri-Life Buildia. 471 x �a Coufi gunge Aparo6a(�€ fi 't. =n 50ater M ..,..^ .n, ,;�... - r ;; Fa"cr.A rtlunt[n :Eu' ,52s F. r ," +: "� s�s .>c.,ca�F�va. _�a,,..t<' i ;fig. vJ�-.:�^�` .ti.-- -:-e� 9 - et. _ a-u�.a';�;.:vtss-� �^k�qt FUND DIV ACCT DRICR ACCOUNT NAME Increase Decrease 43200 63432200 80100000 CR Buildings 153.77 43200 63432200 60360000 DR Furniture 153.77 Vol. 339 pg- 1'.), BRAZOS COUNTY,TEXAS BUDGET AMENDMENTS No.20/21-42.3 8/312021 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Road&Bride D artmental Support 6,097.50 General Fund Road&Bride Repair and Maintenance 210.00 General Fund Road&Bride Capital day 690750 Road and Bride Reallocation offunds to the appropriate departmeds account to purchase a portable awning for Kathy Fleming Yard. De'rtrrian4A :Ep 11,0 ater'. Co.. d e3AAieya _ �sa ..Date �; .0 FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 01000 56001000 60500000 CR FAuipment&1T Enhancement 6,097.50 01000 56001000 65670000 CR R&B Maintenance 210.00 01000 56001000 80286000 DR Equipment-Other 6,307.50 Vol. Pg. BRAZOS COUNTY,TEXAS BUDGET AMENDMENTS No.20121-42.4 813/2021 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease County Transportation Grant Fund Infcaswcture Fund Int overnmental 855.679.00 County Transportation Grant Fund Infrastructure Fund capital Outlav 855 679.00 Coun Trans ortation Infrastructure Fund To recognize revenue for the TXDOT 220 County Transportation Infrastructure Fund grant award. De ,i ""'entp e }Cteoiriidn SeS QnY zv ' 7 �.S i t. u I �fiL .c r s ,..i,. e s 7 .._ s° .r'v S Lir.ti ay FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 30000 568000 48047010 CR County Transportation Infrastructure Fund 855,679.00 30000 568000 80715000 DR Roads-Capital 855,679.00 Vol. Pg. BRAZOS COUNTY,TEXAS BUDGET AMENDMENTS No.20121-42.5 8/312021 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Road and Bride Capital Ou a 171135.80 General Fund Other Firweing Use 171135.80 Grant Fund Other Financing Use 171135.80 County Transportation Grant Fund Infiastructtue Fund Capital 0 tlay 171 135.80 Road and Bride and County Transportation Infrastructure Fund Grant Reallocation of fiords to the appropriate department's account to cover thereused 20%match for the TXDOT 2020 County Infrastructure Fund Grant that was awarded. a,ic:, �;.'v?;.a.�..�..,x,....,.w'`s�.;�wzs.�...sE•..,aisti ..;.�9.:o-'!�"�= 5:✓,�,�- z-•- sP".. ej PD@Partni0n_tApjlrOV• ;"isb..fit 'p' �'ca'tM`S:r:;:;_00t0a•` � '�k^ *'"Fa,r`o� - 1Date� ,.5»•n-„•c,a � :7l2412021i _ a FOC.A'FCNf�I '`4Pdr 9CSE SiL'e.''P.:..;i_...�,....:•..'r.�,'r. - ki ..:.>'..�..._,.s.�lr.f...:.0 a-,:�:- r..;<i.:n'.n ±tr s. �A•a'r, �.1 Yf`'s. r•:SY? .�: . .:'"ri:Y! FUND DIV ACCT DR1CR ACCOUNT NAME Increase Decrease 01000 56001000 80715000 CR Roads-Capital 171135.80 01000 00000000 91320000 DR Transfer to Grant Fund 171,135.80 30000 00000000 49028000 CR Transfer from General Fund 171,135.80 30000 568000 80715000 DR Roads-Capital 171135.80 Vol. Pg. l� PERSONNEL CHANGE OF STATUS REQUESTS Commissioner Court Date: 08-03-2021 Department Submitting Information: Human Resources Purpose of Submissions: Consider and Take Action on Change Requests Department Submitting Employee Request Action Requested Request(s) Applies To Exposition Complex Jones, Jackie Change of Status Juvenile Detention Vela, Elizabeth Change of Status Approved in Commissioners' Court: 08-03-2021 County Judge's or Commissioner's Signature: (This Copy to be attached to minutes) Vol. 3-D--) Pg. � � � Personnel Change of Status (Jul 28,2021) Commissioners'Court Date: 08-03-2021 Department Submitting Information: Human Resources Purpose of Submissions: Consider and Take Action on Change Employment Department Name: Employee Name Exposition Center-Administration Bowen,Haley Sheriff Office-Jail Administration Chaput,Michael District Attorney-Administration Fazzino,Victoria Sheriff Office-Jail Administration Gonzales,Melanie* Purchasing-Administration Martinez,Beth Separations M ,Department Nares Employee Named t'` �; 3 Pre Trial Bond Supervision Balderas,Valentina Exposition Center- Castaneda,Emmie Administration Sheriff Office-]all Madison,Jordan Administration Brazos Center-Administration Reyes,Jeremy Sheriff Office-Jail Robinson,William Administration Sheriff Office-Jail Willson,Wllllam Administration Approved in Commissioners'Court:08-03- 021 County Judge's or Commissioner's Signature: (This Copy to be attached to minutes) *CORRECTION i Vol. 3 Pg. �_