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HomeMy WebLinkAbout178-18 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 178-18 File Number: 2018-0414 CITY PARKING LOT #55 LOW IMPACT DEVELOPMENT: A RESOLUTION TO APPROVE A COST REIMBURSEMENT AGREEMENT WITH THE UNIVERSITY OF ARKANSAS COOPERATIVE EXTENSION SERVICE FOR FUNDING IN THE AMOUNT OF $20,000.00 FOR THE INSTALLATION OF A LOW IMPACT DEVELOPMENT FEATURE IN CITY PARKING LOT #55 LOCATED AT 401 WEST WATSON STREET, AND TO APPROVE A BUDGET ADJUSTMENT Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves a cost reimbursement agreement with the University of Arkansas Cooperative Extension Service for funding in the amount of $20,000.00 for the installation of a PaveDrain paver system, a low impact development feature, in four parking stalls in City Parking Lot #55 located at 401 West Watson Street. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. PASSED and APPROVED on 8/21/2018 Attest: Sondra E. Smith, City Clerk T4� -k- TReFfz�■ G • s fi FAYE17EVfLLF; KATA Page 1 Printed on 8122/18 rc' : City of Fayetteville, Arkansas 's y Text File File Number: 2018-0414 Agenda Date: 8/21/2018 Version: 1 In Control: City Council Meeting Agenda Number: A. 5 CITY PARKING LOT #55 LOW IMPACT DEVELOPMENT: 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Status: Passed File Type: Resolution A RESOLUTION TO APPROVE A COST REIMBURSEMENT AGREEMENT WITH THE UNIVERSITY OF ARKANSAS COOPERATIVE EXTENSION SERVICE FOR FUNDING IN THE AMOUNT OF $20,000.00 FOR THE INSTALLATION OF A LOW IMPACT DEVELOPMENT FEATURE IN CITY PARKING LOT #55 LOCATED AT 401 WEST WATSON STREET, AND TO APPROVE A BUDGET ADJUSTMENT Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves a cost reimbursement agreement with the University of Arkansas Cooperative Extension Service for funding in the amount of $20,000.00 for the installation of a PaveDrain paver system, a low impact development feature, in four parking stalls in City Parking Lot #55 located at 401 West Watson Street. Section 2`. That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. City of Fayetteville, Arkansas Paye 1 Printed on 8/22/2018 Justin Clay Submitted By City of Fayetteville Staff Review Form 2018-0414 Legistar File ID 8/21/2018 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 8/2/2018 PARKING MANAGEMENT (430) Submitted Date Division / Department Action Recommendation: Approving an agreement with the University of Arkansas Cooperative Extension Service (UACES) and approving a budget adjustment to recognize grant revenue in the amount of $20,000 from the UACES for installation of a Low Impact Development feature in City of Fayetteville Parking Lot #55. Budget Impact: 2130.430.9131-4309.00 2130 Account Number Fund 31710.2018 Low Impact Development Installation - Lot 55 Project Number Project Title Budgeted Item? No Current Budget $ - Funds Obligated $ - Current Balance ... .......... — ..- Does item have a cost? Yes Item Cost $ 20,000.00 Budget Adjustment Attached? Yes Budget Adjustment $ 20,000.00 Remaining Budget V20140710 Previous Ordinance or Resolution # Original Contract Number: Comments: Approval Date: CITY OF FAYETTEVILLE ARKANSAS MEETING OF AUGUST 21, 2018 TO: Mayor and City Council THRU: Don Marr, Chief of Staff FROM: Justin Clay, Parking Manager CC: Corey Granderson, Staff Engineer DATE: August 2, 2018 CITY COUNCIL MEMO SUBJECT: Low Impact Development Additions to City Parking Lot 55. RECOMMENDATION: Staff recommends approving an agreement with the University of Arkansas Cooperative Extension Service (UACES) and approving a budget adjustment to recognize grant revenue in the amount of $20,000 from the UACES for installation of a Low Impact Development feature in City of Fayetteville Parking Lot #55. BACKGROUND: In 2015, the University of Arkansas System Division of Agriculture Cooperative Extension Service received an EPA 319 grant, administered by the Arkansas Natural Resources Commission to increase awareness and knowledge of NonpointSource (NPS) best management practices (BMP) to improve receiving stream water quality of the Beaver Reservoir and Illinois River Watersheds. The intent was to implement storm drain inlet and low impact development (LID) BMP demonstrations that show how NPS pollution can be reduced through public outreach, education, and engagement including signage, digital media, and community clean up events. Public outreach through demonstration aims to help residents and stakeholders better connect gray infrastructure to environmental impacts on water resources, and foster community engagement for water quality protection. Since the project start, the Cooperative Extension has worked closely with the cities of Fayetteville and Springdale to implement demonstrations, conduct outreach, and engage residents through public education. This also includes receiving input on current and emerging issues from city staff in Parks & Recreation, Parking and Transportation, Engineering, and Sustainability. Collaborations with the City of Fayetteville include storm drain inlet filters in three locations, and eight cigarette butt Ballot Bins installed in the Fayetteville Entertainment District to help raise awareness and curb cigarette butt litter on streets, sidewalks, and storefronts. One opportunity that arose in discussions with the Office of Sustainability was funding for more visible and functional Low Impact Development Demonstrations in the downtown area. There continues to be a significant need in the region to raise awareness and educate the community Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 on best management practices, such as green infrastructure, that helps mitigate increased runoff from urban development and thus helps decrease pollutants in receiving streams. The downtown Fayetteville location provides a highly -visible location for this demonstration, with the potential to help educated many residents, visitors, and businesses on the utility of low impact development in urban settings. The Washington County Extension staff was awarded $248,467 to implement the project, with $187,440 match requirement provided through Extension, in-kind, and volunteer contributions. Of the remaining funds, the Cooperative Extension has allocated roughly $20,000 to implement a Low -Impact Development demonstration in downtown Fayetteville, with additional funds of approximately $2,500 for education signage to accompany the installation. Other project partners include a senior design group from the University of Arkansas Biological Engineering Department, assisting with the overall project design and analysis, and the University of Arkansas Landscape Architecture Department, assisting with plant selection, educational signage, and aesthetics. DISCUSSION: The purpose of this agreement and budget adjustment is to recognize funding that will be directed toward the installation of permeable pavers across at least four (4) standard parking spaces in Lot #55 to allow for infiltration of and filtration of runoff before entering drainage infrastructure and receiving streams. BUDGET/STAFF IMPACT: The $20,000 funding amount will be directed toward the installation of permeable pavers. City staff will manage the installation project and oversee the solicitation of bids for materials, compliance, and installation of paver systems. UACES staff will purchase educational signage that describes LID features and benefits. ATTACHMENTS: Project Agreement with UACES Appendix A_Specifications for Paver Installation Budget Adjustment FDP Cost Reimbursement Research Subaward Agreement Federal Awarding Agency., Environmental Protection Agency (EPA) Pass-Tbrough Entity (PTE): Subrecipient: m.adr„sa..dMian«+eror,rr�a,.,wbb,ea,e.n,r aiMuw.eagd.r cceya., kam,3Rw. City of Fayettevile PTE Pl-. I Katie Teague Sub PI: Justin Clay PTE f=ederal Award No:C999610323 Subaward No: 23892-01 Project Title: Connecting NPS Management to Receiving Streams through BMP Education and Demonstration Subawa Pgriod of PgI LM rice (Budget Start: 10612212018 End -1 091361201$ J Amount Funded This Action (USD): $120,000,00 Estimat f in crememgny ri Incremental Estimated Total(USD): y 20,004.00 Start: 0812212018 End: 091301"2618 Terms and Conditions 1. PTE hereby awards a cost reimbursable subaward, as described above, to Subrecipient. The Statement of Work and budget for this Subaward are as shown in Attachment 5. In its performance of Subaward work, Subrecipient shall be an independent entity and not an employee or agent of PTE. 2. Subreciplent shall submit invoices not more often than monthly and not less frequently than quarterly for allowable costs incurred. Upon the receipt of proper invoices, the PTE agrees to process payments in accordance with this Subaward and 2 CFR 200.305. All invoices shall be submitted using Subrecipient's standard invoice, but at a minimum shall include current and cumulative costs (including cost sharing), Subaward number, and certification, as required in 2 CFR 200.415 (a). Invoices that do not reference PTE Subaward number shall be returned to Subrecipient_ Invoices and questions concerning invoice receipt or payments shall be directed to the party's Firiancial Contact, shown in Attachment 3A. 3. A final statement of cumulative costs incurred, including cost sharing; marked "FINAL" must be submitted to PTE's Financial Contact, as shown in Attachment 3A, not later than 60 days after the Project Period end date. The final statement of costs shall constitute Subrecipient's final financial report. 4. All payments shall be considered provisional and aro subject to adjustment within the total estimated cost in the event such adjustment is necessary as a result of an adverse audit finding against the Subrecipient. 5. Matters concerning the technical performance of this Subaward shall be directed to the appropriate party's Principal Investigator as shown in Attachments 3A and 3B. Technical reports are required as shown in Attachment 4. 6. Matters concerning the request or negotiation of any changes in the terms, conditions, or amounts cited in this Subaward, and any changes requiring prior approval, shall be directed to each party's Authorized Official Contact, as shown in Attachments 3A and 3B. Any such change made to this Subaward requires the written approval of each party's Authorized Official, as shown in Attachments 3A and 3B_ 7. The PTE may issue non -substantive changes to the Period of Performance and budget Bilaterally Unilateral modification shall be considered valid 14 days after receipt unless otherwise indicated by Subrecipient when sent to Subrecipient's Authorized Official Contact, as shown in Attachment 38. 8. Each party shall be responsible for its negligent acts or omissions and the negligent acts or omissions of its employees, officers, or directors, to the extent allowed by law. 9. Either party may terminate this Subaward with 30 days written notice to the appropriate party's Authorized Official Contact, as shown in Attachments 3A and 3B, PTE shall pay Subrecipient for termination costs as allowable under Uniform Guidance, 2 CFR 200, or 45 CFR Part 75 Appendix IX, as applicable. 10. By signing this Subaward, including the attachments hereto which are hereby incorporated by reference, Subrecipient certifies that it will perform the Statement of Work in accordance with the terms and conditions of this Subaward and the applicable terms of the Federal Award, including the appropriate Research Terms and Conditions ("RTCs") of the Federal Awarding Agency, as referenced in Attachment 2. The parties further agree that they intend this Subaward to comply with all applicable laws, regulations and requirements. By an Authorized Official of Pass-through Entity: By an _ oriz fliicia of Subr opient: Name: Sam Bo star Date Na e:Lio eld dan Date Chief Operating Officer Title: I Title: I Mayor, City of Fayetteville FDP Sept 2017 Subaward Number: Attachment 1 23892_01 Certifications and Assurances Certification Regarding Lobbying (2 CFR 200.450) By signing this Subaward, the Subrecipient Authorized Official certifies, to the best of his/her knowledge and belief, that no Federal appropriated funds have been paid or will be paid, by or on behalf of the Subrecipient, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement in accordance with 2 CFR 200,450. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or intending to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement the Subrecipient shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," to the PTE. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Debarment, Suspension, and Other Responsibility Matters (2 CFR 200.213 and 2 CFR 180) By signing this Subaward, the Subrecipient Authorized Official certifies, to the best of his/her knowledge and belief that neither the Subrecipient nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from participation in this transaction by any federal department or agency, in accordance with 2 CFR 200.213 and 2 CFR 180. Audit and Access to Records Per 2 CFR 200.501-200.521, Subrecipient certifies that it will provide notice of any adverse findings which impact this Subaward and will provide access to records as required by parts 2 CFR 200.336, 200.337, and 200.201 as applicable If Subrecipient is not subject to the Single Audit Act, then Subrecipient will provide notice of the completion of any required audits and provide access to such audits upon request. Program for Enhancement of Contractor Employee Protections (41 U.S.0 4712) Subrecipient is hereby notified that they are required to: inform their employees working on any federal award that they are subject to the whistleblower rights and remedies of the pilot program; inform their employees in writing of employee whistleblower protections under 41 U.S.0 §4712 in the predominant native language of the workforce; and include such requirements in any agreement made with a subcontractor or subgrantee. The Subrecipient shall require that the language of the certifications above in this Attachment 1 be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. Use of Name Neither party shall use the other party's name, trademarks, or other logos in any publicity, advertising, or news release without the prior written approval of an authorized representative of that party. The parties agree that each party may use factual information regarding the existence and purpose of the relationship that is the subject of this Subaward for legitimate business purposes, to satisfy any reporting and funding obligations, or as required by applicable law or regulation without written permission from the other party. In any such statement, the relationship of the parties shall be accurately and appropriately described. Attachment 2 Subaward Number Federal Award Terms and Conditions 23892-01 Required Data Elements The data elements required by Uniform Guidance are incorporatedl in the attached Federal Award. This Subaward Is: OR Research & Development ❑ Subject to FFATA General Terms and Conditions Federal Award Issue Date FAIN CFDA No. 66.460 CFDA Title Key Personnel Per NOA By signing this Subaward, Subrecipient agrees to the following: 1. To abide by the conditions on activities and restrictions on expenditure of federal funds in appropriations acts that are applicable to this Subaward to the extent those restrictions are pertinent, This includes any recent legislation noted on the Federal Awarding Agency's website: 14 0 CFR Chapter I, Subchapter B — Grans b Other FedemI Ass tstencp i 2. 2 CFR 200 and 2 CFR 1500 3. The Federal Awarding Agency's grants policy guidance, including addenda in effect as of the beginning date of the period of performance or as amended found at: h(Lps:11www.eps.govrpran1s _ 1 4. Research Terms and Conditions, including any Federal Awarding Agency's Specific Requirements found at: httpslAwrw.nsT.gav7awardslmanaginglrtc.jsp except for the following a. No -cost extensions require the written approval of the PTE. Any requests for a no -cost extension shall be directed to the Administrative Contact shown in Attachment:3A, not less than 30 days prior to the desired effective date of the requested change. b. Any payment mechanisms and financial reporting requirements described in the applicable Federal Awarding Agency Terms and Conditions and Agency -Specific Requirements are replaced with Terms a,nd Conditions (1) through (4) of this Subaward; and c. Any prior approvals are to be sought from the PTE and not the Federal Awarding Agency: d. Title to equipment as defined in 2 CFR 200.33 that is purchased or fabricated with research funds or Subrecipient cost sharing funds, as direct costs of the project or program, shall vest in the Subrecipient subject to the conditions specified in 2 CFR 200.313. e. Prior approval must be sought for a change in Subrecipient PI or change in Key Personnel (defined as listed on the NOA). b. Treatment of program income: Additive This section intentionally left blank Special Terms and conditions: Copyrights; Subrecipient Grants to PTE an irrevocable, royalty -free, non -transferable, non-exclusive right and license to use, reproduce, make derivative works, display, and perform publicly any copyrights or copyrighted material (including any computer software and its documentation and/or databases) first developed and delivered under this Subaward solely for the purpose of and only to the extent required to meet PTE's obligations to the Federal Government under its PTE Federal Award. Subrecipient grants to PTE the right to use any written progress reports and deliverables created under this Subaward solely for the purpose of and only to the extent required to meet PTE's obligations to the Federal Government under its Federal Award. Data Rights: Subrecipient grants to PTE the right to use data created in the performance of this Subaward solely for the purpose of and only to the extent required to meet PTE'S obligations to the Federal Government under its PTE Federal Award. Data Sharing and Access (Check if applicable): ®Subrecipient agrees to comply with the Federal Awarding Agency's data sharing and access requirements as reflected in the NOA (or in the special terms below) and the Data Management/Sharing Plan submitted to the Federal Awarding Agency and attached. Promoting Objectivity in Research (COI); Subrecipient must designate herein which entity's Financial Conflicts of Interest policy (COI) will apply:1 Subrecipient Ir applying its own COI pollcy, by execution of this Subaward, Subrecipient certifies that its policy complies with the requirements of the relevant Federal Awarding Agency as identified herein: 2 CFR 2t}f! 11.17 Subrecipient shall report any financial conflict of interest: to PTEs Administrative Representative OF COI contact, as designated on Attachment 3A. Any financial conflicts of interest idenfifled shall, when applicable, subsequently be reported to Federal Awarding Agency. Such report shalt be made before expenditure of funds authorized in this Subaward and within 45 days of any subsequently identified COI. Work Involving Human or Vertebrate Animals (Select Applicable Options) ❑■ No Human or Vertebrate Animals This section left intentionally blank: Human Subjects Hata (Select One) I Not Applicable This section left intentionally blank Additional Terms PTE information Entity Name: Legal Address: Subaward Number: Attachment 3A 23ss2-01 Pass -Through Entity (PTE) Contacts Board of Trustees of the University of Arkansas acting for and -on behalf of the University of Arkansas Cooperadve Extension Service 2301 South University Avenue Little Rock, AR 72204 Website: lwww.uaex.edu PTE Contacts Central Email: osp@uaex.edu Principal Investigator Name:. Katie Teague Email kteague@uaex.edu Telephone Number: 1 (479) 444-1755 Administrative Contact Name: Sandra Williams Email: I stwilliams@uaex.edu Telephone Number: 501-671-2273 COI Contact email (if different to above): Same Financial Contact Name: Brenda Duggins Email: bduggins@uaex.edu Telephone Number. (501) 671-2031 Email invoices? (�) Yes Q No Invoice email (if different): osp@uaex.edu Authorized Official Name: Rick Cartwright Email: rcartwright@uaex.edu Telephone Number. (501) 671-2001 PI Address: Administrative Address: Invoice Address: Washington County 2536 North McConnell Ave. Fayetteville AR 72704 2301 South University Ave Little Rock, AR 72204 University of Arkansas Cooperative Extension Service Attn: Financial Services 2301 South University Ave Little Rock, AR 72204 Attachment 3B Subaward Number: Subrecipient Contacts 23892-01 Subrecipient Information for FFATA reporting Entity's DUNS Name: EIN No.: 71-601846 Institution Type: City/Township Gov't DUNS.Currently registered in SAM.gov: � Yes n No 07-565-7742 Exempt from reporting executive compensation: Q YesNo (if no, complete 3Bpg2) Parent DUNS: This section for U. S. Entities: Zip Code l..oak-up Place of Performance Address [Congressional District: Zip Code+4: Subrecipient Contacts Central Email: Not applicable Website: www.fayettevillei-ar.gov Principal Investigator Name: Justin Clay Email: I jclay@fayetteville-ar.gov Telephone Number: (479) 575-8277 Administrative Contact Name: I Lioneid Jordan Email: I mayor@fayetteville-ar.gov Telephone Number: 479-575-8330 Financial Contact Name: I Deborah Smallwood Email: dsmallwood@fayetteville-ar.gov Telephone Number: 479-575-8241 Invoice/Payment Email: dsmallwood@fayetteviile-ar.gov Authorized Official Name: Deborah Smallwood Email: dsmallwood@fayetteville-ar.gov Telephone Number: 479-575-8241 Legal Address: City of Fayetteville 113 W Mountain St. Fayetteville, AR 72701 Administrative Address: City of Fayetteville 113 W Mountain St. Fayetteville, AR 72701 Payment Address: City of Fayetteville 113 W Mountain St, Fayetteville, AR 72701 FDP 3B.1 SEPT 2017 Attachment 3B-2 Subaward Number: 23892-07 Highest Compensated Officers Subrecipient: Institution Name: 101y of Fayettev le PI Name: I Justin Clay Highest Compensated Officers The names and total compensation of the five most highly compensated officers of the entity(ies) must be listed if the entity in the preceding fiscal year received 80 percent or more of its annual gross revenues in Federal awards; and $25,000,000 or more in annual gross revenues from Federal awards; and the public does not have access to this information about the compensation of the senior executives of the entity through periodic reports filed under section 13(a) or 15(d) of the Securities Exchange Act of 1934 (15 U.S.C. §§ 78m(a), 78o(d)) or section 6104 of the Internal Revenue Code of 1986. See FFATA § 2(b)(1) internal Revenue Code of 1986. Officer 1 Name: Officer 1 Compensation: Officer 2 Name: Officer 2 Compensation Officer 3 Name: Officer 3 Compensation: Officer 4 Name: Officer 4 Compensation: Officer 5 Name: Officer 5 Compensation: Subaward Number: Attachment 4 23892-01 Reporting and Prior Approval Terms Subrecipient agrees to submit the following reports (PTE contacts are identified in Attachment 3A): Technical Reports: ❑Monthly technical/progress reports will be submitted to the PTE's Principal Investigator within 30 days of of the end of the month. ❑Quarterly technical/progress reports will be submitted within 30 days after the end of each project quarter to the PTE's Administrative Contact ®Annual technical / progress reports will be submitted within 60 days prior to the end of each budget period to the PTE's Administrative Contact . Such report shall also include a detailed budget for the next Budget Period, updated other support for key personnel, certification of appropriate education in the conduct of human subject research of any new key personnel, and annual IRB or IACUC approval, if applicable. ❑A Final technical/progress report will be submitted to the PTE's Principal Investigator within 60 days of the end of the Project Period or after termination of this award, whichever comes first. © Technical/progress reports on the project as may be required by PTE's Administrative Contact in order for the PTE to satisfy its reporting obligations to the Federal Awarding Agency. Prior Approvals: Carryover: Carryover is restricted for this subaward by the: Submit carryover requests to the Administrative Contact Other Reports: ❑In accordance with 37 CFR 401.14, Subrecipient agrees to notify PTE's Administrative Contact 60 L I days after Subrecipient's inventor discloses invention(s) in writing to Subrecipient's personnel responsible for patent matters. The Subrecioient will submit a final invention report using Federal Awarding Agency specific forms to the PTE's Administrative Contact within 60 days of the end of the Project Period to be included as part of the PTE'S final invention report to the Federal Awarding Agency. A negative report is required: ❑ Property Inventory Report (only when required by Federal Awarding Agency), specific requirements below. Attachment 5 Statement of Work, Cost Sharing, Indirects & Budget Statement of Work Subaward Number: 23892-01 OBelowAttached, © pages If award is FFATA eligible and SOW exceeds 4000 characters, include a Subrecipient Federal Award Project Description Budget Information Indirect Information Indirect Cost Rate (IDG) Applied Nra °t Cost Sharing No Rate Type. flAodified Total Dint Costs If Iles, include Amount: $ Budget [details 0 Below (�) Attached, ❑pages Budget Totals Direct Casts $ Indirect Costs Total Costs AN amounts are in United States Dollars ttachment.5 (Statement of Work &Budget) STATEMENT OF WORK A. Introduction/Background A Low Impact Development (LID) demonstration is a component and deliverable of the EPA/ANRC NPS project 15-900, "Connecting NPS Management to Receiving Streams Through BMP Education and Demonstration.' UACES Project staff Katie Tegaue and Colin Massey discussed potential techniques and locations with City of Fayetteville staff Peter Nlerengarten (Director of Sustainability and Resilience), Alan Pugh (Staff Engineer) and Justin Clay (Parking & Transportation Director). All agreed on installing a permeable paver parking demonstration that would coincide with the resurfacing of a major municipal parking lot In the entertainment district, placing the demonstration In an area with high visibility to the public. B. Objectives The objective of this project is to help urban residents see and understand how LID infrastructure and urban BMPs in their community can reduce pollutants entering local waterways. C. Scope of Work PAVEDRAIN PERMEABLE PAVER INSTALLATION: Four (4) parking stalls shall be sawcut, pavement removed, and the PaveDrain paver system installed in City Parking Lot 55 located at 401 W. Watson in Fayetteville: httos:1 www.goocle.cam1maps/dir13B.0$71378.- 94J646242/36.067131'I -94.16463221 36.0688286 -9 .164E9391B9rrrldata=13m111e3. This work Includes all subgrade removal and replacement per the design documents and standard details. Installation guidance is available at the product website here: http://www.pavedrain.com/installation-maintenance/. The project plans Include information about the required geotextile fabrics and stone gradations necessary to ensure that the system drains properly. An underdrain shall be installed per the project plans, which connects to the existing storm line south of these parking stalls. This connection should be water -tight using ADS InsertaTee or similar. This will necessitate additional pavement removal for trenching this line. A concrete ribbon curb must be placed around the perimeter of the PaveDrain area, as sized in the project plan. This project will be managed by City of Fayetteville staff and any necessary bids or quotes will be awarded pursuant to relevant procurement laws and policies. DETAILED PROJECT BUDGET PROPOSAL Categories Federal Grant Non -Federal Match Cash In-kind Total Personnel include f►in a benelfts Equipment 5upplies Contractual The City of Fayetteville — PaveDrain permeable pavement Installation 24.44/s ft 818 sq. feet $20,000 $20,000 Other Indirect Costs N/A TOTALS $20,000 4110 $0 $20,000 Subaward Number: 23892-01 Attachment 6 Notice of Award (NOA) and any additional documents The following pages include the NOA and if applicable any additional documentation referenced throughout this Subaward. ONot incorporating the NOA or any additional documentation to this Subaward. Attachment 6 (Prime Award Agreement) SUB -GRANT AGREEMENT SGA #15.9tt0 BETWEEN ARKANSAS NATURAL RESOURCES COMMISSION AND Board of Trustees of the University of Arkansas, acting for and on behalf of the University of Arkansas Cooperative Extension Servlce Connecting NPS Management to Receiving Streams through BMP Education and Demonstration GRANT # C999610323 PROJECT 15-900 SECTION 1. - PURPOSE The purpose of this Sub -Grant Agreement is to establish the responsibilities of the Arkansas Natural Resources Commission (Commission) and The Board of Trustees of the University of Arkansas, acting for and on behalf of the University of Arkansas Cooperative Extension Service (UACES) necessary to complete a cooperative nonpoint source pollution prevention project The purpose of the project is to increase awareness and knowledge of Nonpoint Source (NPS) best management practices (BMP) to Improve receiving stream water quality of the Beaver Reservoir and Illinois River Watersheds. This will be accomplished by Implementing low impact development (LID) and BMP demonstrations at storm draln inlets, public outreach, education, and engagement including signage, digital media, and community clean up events. SECTION 2. - GENERAL The Commission Is the recipient of a grant from the US Environmental Protection Agency (EPA) to be used for implementation of the project. A requirement of the grant is that state and local funds also be secured. The following is a summation of funding ' requirements. SUMMARY OF FUNDS Source Amount Funds provided to UACES EPA Grant # F0455C999610323 CC336873 $248,467 467 ANRC 2RG-04 TOTAL to TOTAL $248t467 Funds provided by the UACES Cash or in -Kind In -Kind $187,440 TOTAL Match $187,440 TOTAL Project Cost b435 907 SECTION 3. - UACES RESPONSIBILITIES Provide personnel, supplies, and other resources necessary for completion of the project as outlined In the attached "Scope of Work.' 2. Abide by all conditions of US EPA Assistance Agreement The Administrative Conditions of the grant are attached and incorporated by reference. 3. Complete all milestones, tasks, and outputs as outlined in the project workplan in a timely manner, : , 4. Provide Quarterly Reports to the Commission within 15 days of the end of September, December, March, and June; including Progress Reports, supporting documentation, MBEJWBE expenditures, and other matters required by the Commission. 5. Participate in an annual project evaluation and provide a report to the Commission on significant accomplishments and other information as required by Commission resulting from this project An annual evaluation report will be submitted to the Commission by October V of each year. 6. Maintain financial records acceptable to the Commission. Provide the Commission with an annual audit of funds that are provided. 7. Request payment for services provided in accordance with the attached 'Scope of Work.' Requests will be made no more than quarterly and will be accompanied by a project progress report. 8. Provide funds to the project as scheduled in the"Summary of Funds" and in the project work -plan. SECTION 4. - COMMISSION RESPONSIBILITIES 1. Administer the grant in accordance with US EPA Regulations. 2. Make semi-annual reports to Region 6 of the US EPA on progress of the project 3. Include activities of the project in its annual report on nonpoint source management to US EPA. 4. Provide payment in a timely and efficient manner for work performed in accordance with the attached payment schedule. 5. Provide personnel, supplies and resources for completion of the project as outlined in the attached project workplan and "Scope of Work". 6. Abide by conditions of the US EPA Assistance Agreement 7. Make periodic inspections of the work to determine if it meets the requirements of the EPA grant. 8. The project will be assessed at the end of the first year by the NPS Staff. The NPS Staff will determine if the project is on schedule and all milestones, tasks, and outputs as outlined in the project workplan have been accomplished in a timely manner. Funding for the following year(s) of this project will be contingent upon satisfactory completion of tasks by the completion date(s) as outlined in the "Schedule of Tasks and Outputs! SECTION 5. - IT IS FURTHER AGREED I . Employees of all parties will cooperate fully with each other in such a manner as to maintain and enhance the Image of all parties and any other agencies assisting the project. 2. Any advertisements or information released regarding the project must reference ANRC and EPA's contributions. 3. The Commission may terminate this agreement with a 30 -day written notice at any time if it is determined by the commission's Executive Director that the work is not within the terms and conditions of this agreement including the project workplan and other grant requirements or the EPA determines that the work is not within the grant requirements, 4. Any and all equipment and supplies purchased by US EPA Assistance Agreement or Commission funds will be surrendered to the Commission if the terms of this agreement are not met. 5. The Sub -Grant Agreement will expire August 31, 2018. 6. The project will begin October 1, 2015 and end June 30, 2018. DocuSlgn Envelope ID: COFFF288-2281-420C ..z7A-720CRA4944F Final Report and invoice are due no later then July 31, 2018. Acceptance of this agreement Is evidenced by signature below. THE BOARD OF TRUSTEES OF THE UNIVERSTIY OF ARKANSAS ACTINO FOR AND ON BEHALF OF THE UNIVERSTIY OF ._...-ARf(ANSA&GOOtEATIV€E XTE-VSION4ERVICE: ---- ----------.-•-----...___ _,____ _. _ _--- --- -. -- o gal W. By; cr1A ' Date: 9/16/2015 t0ham, Associate ice President for Agriculture- Extension Services By. - Date: —161- ---_ Ann Kemp, Vice Prwiderfl arl dministration ARKANSAS NATURAL RESOURCES COMMISSION By: Qn, Date: J. Rand Yo g, Executiv �Irect - Sandra Williams From: Tony Ramick <Tony.Ramick@arkansas.gov> Sent: Friday, September 15, 2017 9:11 AM To: Colin Massey CG Katie Teague; Lynn Wallace; Sandra Williams Subject: RE: Extension Request: ANRC Project #15-900 Colin; We concur this Is a great opportunity, therefore we are approving a no -cost grant extension for the reference project (15-900, SGA 15-900). The amended project end date is now September 30, 2018. The final report and invoice are due no later than October 31, 2018 and the Sub -grant Agreement will expire November 30, 2018. Should there be any questions regarding the no -cost extension please do not hesitate to contact me. We appreciate the valuable work you are doing and the progress of the project to date. Thank you for your dedication. Tony Ramidc Fiscal Manager/Coordinator Nonpoint Source Management Program Arkansas Natural Resources Commission 101 East Capitol, Suite 350 Lltde Rods, Arkansas 72201 Office (501) 682-3914 Cell (501) 940-4964 From: Colin Massey [mailto:omassey@uaex.edu]- Sent: Thursday, September 14, 2017 10:33 AM To: Tony Ramlck Cc: Katie Teague Subject: Extension Request: ANRC Project #15-900 Tony, We are requesting an extension of project 15-900 through October 2018 to accommodate the completion of a grant deliverable. Earlier this year, we were approached by the Director of Sustainabillty and Resilience for the Qty of Fayetteville, Peter Neirengarben regarding LID demonstrations In downtown Fayetteville. With Low Impact Development/Green Infrastructure being a component and deliverable of project 15-900, our project staff ended up meeting wM the sustainability direct, along with the City of Fayetteville Engineer Alan Pugh and the Parking & Transportation Director on potential sites. We agreed on Installing a permeable paver strip demonstration that would coincide with the resurfacing of a major municipal parking lot In the entertainment district, placing the demonstration in area with high visibility to the public. If funding allows or other match is found, we also discussed the possibility of a curb cut into a vegetated Island/rain garden as an additional component of the demonstration. Additionally, a University of Arkansas Biological Engineering Senior Design Class and Landscape Architecture Design Lab will be collaborating on the conceptual design, models, drainage scenarios of LID vs. traditional parking design. The parking lot work was originally scheduled for this winter break so as not to interfere with football and festival season. However, the resurfacing of the lot has now been postponed to this coming summer. This 319 grant has a completion date of June 30, 2018. The city is eager to partner with us on this Installation, and we believe this opportunity Is promising as a highly visible, functional LID demonstration and as such are requesting a no -cost 3 month extension to September 30, 2018 to accommodate the city's construction schedule and for project staff to Include documented results in the final report. Thank you for considering this request. Colin Massey County Agent - Ag/Water Quality UA Cooperative Extension Service 2536 McConnell Ave Fayetteville, AR 72704 479.444.1755 cmass! yfflugex.edu IttrD: lbit. ivluaex-water Twitter: O—Cean►NaterNWA 1=►U.9:00101KI 0 Supplemental information for PaveDrain System in City of Fayetteville Parking Lot #55 A HAMMONTREES I 4" perforated PVC underdrain system per details. !�I `y 4" Solid -wall PVC connection from underdrains to existing RCP. Use watertight Basketed connection, ADS INSERTA TEE or similar. Existing RCP Storm Line -.FDAiR KIM PAPS �11�F1 AE3 UKFWf F�ITY pF AItECANSAS Anticipated electric lines For parking lot lights- If applicable, ensure conduit for lines is r� present and below Pavecon design section. _5�7jlI U OFA5EN10FDESGN: LOT 55 UD IM 1 It Nf INTATIDN pW N ...11f 4rFRPNfF SR` 004NNE Approx. 1,370 -SF (8 Parking Stalls) PaveDrain system, with concrete perimeter curb per details **NOTE: Exact location of r PaveDrain system should be verified in the field prior to cutting asphalt. Overalls square footage p g g PKalwrwr will not be altered from contract, "•"S but exact location is subject to change due to overlay and re -striping of parking lot. V0 GEOGRID PAVFDRAIN APPROVED GEOGRID OR GEOTEXTILE - Mirafi FW402 Mirafi RS380i or Mirafi RS580i or Equal TYPICAL GEOGRID TYP. AASHTO/ASTM #57 STONE (CLEAN, ANGULAR ON ALL SIDES, NO FINES) 0<6" BEDDING LAYER COMPACTED TO NO MOVEMENT. THICKER CROSS SECTIONS WITH LARGER, COMPACTED ANGULAR STONE ON ALL SIDES TBD BY ENGINEER. PAVEDRAIN APPROVED GEOGRID OR GEOTEXTILE - TYP. AASHTO/ASTM #57 STONE (CLEAN, ANGULAR ON ALL SIDES, NO FINES)X-6" BEDDING LAYER COMPACTED TO NO MOVEMENT. THICKER CROSS SECTIONS WITH LARGER, COMPACTED ANGULAR STONE ON ALL SIDES TBD BY ENGINEER. PAVEDRAIN STANDARD DETAIL CROSS-SECTIONS PN::.SiSi ; SIALf:".T.� .n \Cl\\C V.\\'1-1A\IN I_(IM L: n:::l: CURB EDGE WITH CUTS FOR OVERFLOW EXPANSION JOINT SOLID HALF PAVEDRAIN UNIT GEOGRID �I!�I1� TYP. AASHTO/ASTM #57 STONE _. law ALL SIDES, NO FINES) % kR •• • ••;���`s/_Ii?•f�!s+�rlti.+�i� =6�SE MENT. THICKER CROSS�� ► rr� ,+ ter• SECTIONS WITH LARGER, COMPACTED ANGULAR STONE ON ALL SIDES TBD BY �_ APPROVED SUB GEOTEXTILE Not Required (THICI VARIES) ASTM NO. 2 �- �,� •�� 1� PERFORATED PIPE: DIAMETER, TYPE, AND ELEVATION TO BE DETERMINED BY ENGINEER OF RECORD. ,4" PVC PERMEABLE — ARTICULATING CONCRETE BLOCK_ /MAT TYPICAL SECTION PAVEDRAIN_ STANDARD DETAIL aro,. +. w: ra�•a •yew awa,ar CROSS-SECTION rH: (888)15-5-5339 SCALE: N.T.S. \l'\1')lf ODIFi PAVEDRAIN T 'D" RB 0 c O ' N , 1. — --- 6.00" CROSS—SECTION 611 BEDDING SIDE VIEW STONE (Thickness to be APPROVED GEOGRID determined by engineer). OR GEOTEXTILE Stone to be 3/4" —1" ***NOTE: If installation of this system occurs prior to asphalt overlay of Lot 55, this concrete ribbon clean or recycled stone or concrete. curb shall be held 1-2" high, exact elevation to be verified in field by City of Fayetteville staff. HEADER WALL PAVEDRAIN Concrete per city standard curbing details ll0 a .� o N .d 5.00 CROSS—SECTION 6" OF BEDDING END VIEW STONE (Thickness to be APPROVED GEOGRID determined by engineer). OR GEOTEXTILE Stone to be 3/4" —1" clean or recycled stone y or concrete. "engineering FAnyfromthe ecklist'may be chosen contractor. - J N"" PAVEDRAIN - STANDARD DETAIL kM CURB SECTIONS M1:'sm .3,4 I_in:nl: i;;I'u 1, Willi lin u;n PAVEDRAIN UNIT e v d dASPHALT 0B CONCRETE 4 ° a d C 4 a ° MANHOLE d _ m A ° z d d. 0� a ° . 61 v cd a oa a ° .• c 4. ❑ PAVEDRAIN PAVEDRAIN MANHOLE ASPHALT OR END CAP UNIT CONCRETE d � d 4 d 4 4 d EII-EIIII� I�I�il�ll�f� 6" OF APPROVED GEOGIf3 BEDDING STONE OR GEOTEXTILE (1"-1.5" DIA. CLEAN OR RECYCLED STONE) ?AIr-_vD:D PAVEDRAIN STANDARD DETAIL n - PAVEDRAIN r .. �....•r ..a. r.r MY MANHOLE DETAIL 1"1:s hah s5-5339 SG 11_la \: GS. www P WFDR VIK com limnil: in Fu(�p.edinin mm PAVEDRAIN UNIT AVEDRAIN END CAP - ASPHALT PAVEDRAIN PAVEDRAIN END CAP UNIT ASPHALT _-I 11=1 11=1 11=1 I f=111= III III I i ililIII__IiHI// l 6" OF APPROVED GEOGRID BEDDING STONE "T: TED PAVEDRAIN OR GEOTEXTILE (1"-1.5 DIA. CLEAN OR STANDARD DETAIL _ RECYCLED STONE)..... PAVEDRAIN END CAP DETAIL PI I. (88H) s'.3-sw sr. % Ji N I S WWW rnvnuR M r 0M limsil: in fo(ypnvcdinm a.rm PaveDraino Engineering Design checklist The PaveDrain System is a flexible paving surface. If the base is not stable then the PaveDrain System will not perform correctly. ❑ All PaveDrain designs are project specific based on actual site conditions and the FINAL design is the responsibility of the Engineer -of -Record. ❑ All information on the PaveDrain website (i.e. Brochures and Standard Details) are meantto•be conceptual only and not interpreted as final design for any project. ❑ First, obtain geotechnical data — soil horings, infillration rales, and CBR values: Without.a proper base design, your project is in jeopardy. ❑ Design the system to handle the anticipated transportation live load and size the depth of stone and geotextile requirements accordingly using AASHTO design methodology like Tencate tlliraSpec Design Solutions So_fiivat•e. fittRJ/www.teneate.com/atnerlgeMntheti csidesignliiii i-aspec-design-software-so 1 utions/default.aspx Specify a woven monofilament or multifilament geotextile as needed for separation, strength and permeability. Our most frequently utilized geotextiles are listed below. NOTE. Do NOT specify ALL listerl below. Design yrurr project rfmunrl the soils that exist foryour site. • Mirafi FW402 - littp://www.teiieatc.coni/airier/1 mages/'['DS_I- W402°/0201 G 1205_tcm29-1 6694,pdf • Mirafi RS380i-litip:/lwww.tencate.comi.uiicillmapes/TDS_RS380i°Io201Gi02G tcm29-35113.pdf • Mirafi RS580i - liup://www /www[Liicate.coni/aanerrlsitaees/TDS RS580i%20151026_tcrn29-1779Z:pdF ❑ A rigid Geogrid is strongly recommended on top of the AASHTO #57 layer to minimize the disruption of compacted stone during construction. While foot traffic is discouraged after final stone compaction, sometimes it is unavoidable. The compacted rock can easily be dislodged from foot traffic and especially installation by machine lay, where the block is actually released 2-3 inches above the top of stone layer. Additionally, the grid helps to resist ,differential subgrade settlement from aggregate that was not properly compacted. The final reason is long-term foi our northern climates. Salt or brine mix can remain in the #57 stone layer for a long duration. The legs of the PaveDrain block can sit on a rigid geogrid that is inert to salt. This will help with the longevity of the system. ❑ Stormwater storage and infiltration requirements vary around the country. The PaveDrain System and the stone reservoir can be sized with Hydro CAD Slormiruter Modeling Design Softivare or the PaveDrain Infiltration Calculator • HydroCAD littp://www.livdrocad.iiet/rel*/paveclriin.htm ■ PcrneDrain Infiltration Calculator. E-mail info(�i),Uavedrain.com for assistance. ❑ Create a plan vietil! and profile section for the PaveDrain System ■ http:/Iwww.pavedrain.coni/pdt7specilectttionslpaveDr,iin-Ci•ass-Section- I-Layer-of-Rock.pdf ■ htt ://www. avedi-ain.com/ df/s ecifcations/PaveDrain-Cross-Section-2-La ers-of-Rock. df • AwoCAD is available from PaveDrain at inio(ti pavedrain.coin ❑ Calculate the total square -foot required for the PaveDrain System and supply quantity on plans. Page 1 ❑ Develop written PaveDrain per-167'7rrance bused speciliealion. info(i�pnvedrain.coin for assistance. ■ http:llw►vw. paved rain.coinlpdUspecilicatiotns/PaveDrain-Spec-Natioizal-Spec-v1.7 • htip://www.pavedraiii.coiii/pdf/specirications/PaveDrain-CS.1-3-Part-National-Spec-v1.7.pcl# ■ litip://www.12avedi-iiii.conilpdJ`speciiicat ions/P-ACB-CSl-3-Part-National-Spee-v1.7.12di ❑ Do you need an under -drain or over Bruin for poor draining soils? ■ .http:llwww.pavedrain.coin/pdf/specifications/PaveDrain-Underdrain-Detail.pdf ❑ Are you using PaveDrain on a slope greater than 7%? Consider benching the foundation and using check dams. E-mail at info ayedrain.coiii ❑ Select a PaveDrain color. http://www./ avech•aiti,cotii/pelf/specifications/PaveDrain_Coiors.PdF A 5,000 SF minimum is required when choosing a color other than Gray. ❑ Develop a maintenance schedule. litip://www.pavedi•aiii.coiii/iiistallatioirriiaintenance/ You're complete...congratulations. STORMWAT,ER'S ARCH ENEMY Installation Manual PaveDrain® Installation Manual Table of Contents Section is Base Preparation Section 2: (Hand -Placement of individual PaveDrain® Units Section 3: Mattress Installation Section 4: PaveDrain® End Cap The. Confidential Information to be disclosed can be described as and Includes' Invention deacripllon(s), technical and business in;ornnation aetatirrg to propf ietary ideas and inventions, ideas, patentable ideas, trade secrets, drawings and/or Illustrations, patent searches, enlsts)g a€rodiot eatntemplated pfuda(is and se,viues, research and4eveloprrii�nt, ploducrinn, assts. profit and margin info(atration, finances and financial projections, custom -.s. dents, marketing, and current or hiture business plans and models, regardless of whether such informahon is designated as-onfudnhol WorrnatfoW at the time ,^f its disclosure_ 2_ The Recipient agrees not to disclose the con€Aential information obtained from the discloser to anyone unless required to do so by law. 1 This Agreement states the entire agreement between the parties concerning the disclosure of Confidential Information. Any addition or modification to ;his Agreement must be made in writing and signed by the parties. 4_ if any of the provleipns of this Agropmeni are hound to be unenforreablb, t cs remainder shalt banforeod as fully as possibla and the unenforcooble provisinnls) strati be deemed modified for the limited extent required to permit enforcement of the Agreement as a whole, Section 1 Base Preparation Open Graded Base & Bedding Course Aggregate: Should be a clean 3/4" stone (i.e. AASHTO #57), which weighs approximately 120 pounds per cubic foot. Calculate the depth of stone using the average depth of the stone from the highest point to the lowest point (based on engineered depth calculations). Calculate the project area, including an additional 2 feet around the perimeter and an additional 5% for losses. Edge Restraint: Rarely utilized for the PaveDrain® System. To Be Determined by the engineer of record. Separation Fabric: A high strength Geosynthetic such as Mirafi RS2801, R5380i orRS5S0ip, Tensar® TriAx® or equivalent is recommended to be installed as a base reinforcement layer between the AASHTO #57 open graded base and the natural subgrade soil. The "vertical walls" of your prepared area should be lined with a Geosynthetic as well. The Geosynthetic must lay flat against the subgrade/sides, be free of wrinkles and over -lap the corresponding piece by NO LESS than 12". The Geosynthetic is a key component of the PaveDraino System. Negating its use could be significantly detrimental to the function, performance, safety and design of any project using PaveDrain@. PaveDrain, LLC, its licensees, manufacturers and distributors cannot be held responsible for the any project that does not use an appropriate Geosynthetic between the subgrade and the open graded base material. Fig. 1 Fig. 2 LAYOUT & PREPARATION If individual units are to be installed they will arrive wrapped on pallets. Pallets will weigh approximately 3,600 lbs or less. If the PaveDrain® System is installed in mattress form, a mat layout will be provided by PaveDrain, LLC or its representatives. Mat weights and sizes will be determined in advance of shipment. Each mat will be pre -fabricated at the manufacturing facility and delivered to the site ready to be installed. NOTE: Before digging, always call your local utility companies to locate any underground utilities. NO -FS, 1. AUYATA9MM WFArz6J[Ah PRWSnE . T ; - s �s' FAWARAix: MAT W#Avrrrff$ 931*11,1 ", nam„.acrn q wnrrus i,s;a a'Qxf. ftwFey"TAI W_' SIA I1. 5>1 m 5i5 ni 5sI w m NN4t5.C.n.n15 Y�PMf _ - .�u.:. ..... _l .- • __ i a[�[an _. u. • axn� .mss._ .�w. _ - — -__ +��... .... f N PREPARE SUBGRADE SOILS For best results, the finished subgrade must be flat and smooth. The subsurface should be firm and not easily rutted. A California Bearing Ratio (CBR) should be established well in advance of the installation. The appropriate Geosynthetic is critical and should prevent rutting. If the subgrade appears weak or damp following the installation of the appropriate Geosynthetic contact a professional geotechnical engineer or local PaveDrain representative for further assistance. Fig. 3 r sV PREPARATION OF OPEN GRADED BASE Fig. 4 The depth of stone should be determined well in advance of the installation of the PaveDrain® System by the engineer of record based on the CBR and stormwater storage requirements. Open graded base materials must be free of fines. Take care not to track soil onto the Geosynthetic or allow sediment to wash into the excavation during construction. If it is determined that a rock depth of 6-12" is appropriate for the PaveDrain® System (SEE CROSS-SECTION BELOW) then the following directions should be followed. AASHTO #57 stone is recommended as the finish layer of stone for most installations. Place the stone on the appropriate Geosynthetic in 6 -inch layer(s) and compact accordingly. A vibratory plate compactor in both directions is best for compaction of the final layer of AASHTO #57 stone that will be in direct contact with the bottom of the PaveDrain® units (Fig. 5). There should be no visible movement of the material once compacted and the base should be smooth when completed. PA-\TDRALV APP1tOVED GEOGRLD OR GEOTEXTILE rONE rollickne„ to be detcrinired by engineer). Stonc to be 3,/4" _1 ` clear: or recycled stone or concrete. REMEMBER: Subgrade preparation is CRITICAL! The PaveDrain® System will mirror any discrepancies made with the subgrade. Fig. 5 If it is determined by the engineer of record that a rock depth in excess of 12" is appropriate for the PaveDrain® System (SEE CROSS-SECTION BELOW) then the following directions should be followed. 6" Layer of 3/4" Clean Angular Stone PAVEDRAIN (AASHTO #57) Additional layer of GEOGRID is recommended CROSS-SECTION \-2-3" 18"_20" Layer of ENGINEER APPROVED END VIEW Clean Stone GEOGRID OR GEOTEXTILE (AASHTO #2 OR #3)TWO LAYERS OF AGGREGATES CRUCIAL TOOLS Professional survey equipment is always recommended; other suggested materials are marking paint, tape measure, chalk line, block markers/crayons, string line, survey stakes, rubber mallets, 4' pry bars, 4 1/2" angle grinder with concrete cutting blade, masonry saw (wet/dry) with diamond cutting blade, spade and flat shovel, hard -tooth garden rake, Geosynthetic, "peanut" roller and plate compactor. NOTES FOR ENGINEERING 1. For best results subgrade soil infiltration rates should be confirmed. 2. The bottom of the stone should be a minimum of two feet above the seasonally high water table. 3. Avoid over compacting or contaminating the natural subgrade soils. 4. Under drain piping and storage systems may be used if designed by a qualified professional engineer. 5. For moist or clayey subgrade soils consult a geotechnical engineer. 6. A sieve analysis of the open -graded stone material should be reviewed to confirm it meets the following filter criteria: Filter Criteria: D15 open graded base / D50 bedding material < 5 and D50 open graded base / D50 bedding material > 2 Where: open graded base = AASHTO #57 bedding material = sieve size for which 15 percent of material is smaller D50 = sieve size for which 50 percent of material is smaller. Section 2 Hand -Placement of PaveDrain R Units Hand placing of individual PaveDrain® units is an option when your project poses certain problems, such as low over -head power/telephone lines, tight areas between buildings and any other area you cannot operate a crane or excavator to install mats. This method of installation typically requires (1) foreman (with minimal experience and/or minimal training of the PaveDrain® System) and (3) general laborers. The (4) man crew will be able to install roughly 1,500 SF per day. The amount of SF they install will increase as their experience grows. The foreman will be able to operate any of the necessary equipment (i.e. forklift, bobcat or mini -excavator) while directing the laborers. It's also recommended to choose this option of installation when your project is 5,000 SF or smaller. Step rr 1: If existing hardscapes are to remain (i.e. asphalt or concrete) the prepared area needs to be 3" (three) inches larger than the area to receive the individual units. In some applications a concrete collar can Fig. 6 be poured before the units are installed (SEE FIG.6 & 7). Fig. 7 q �; .� � � "7!]c. �.t Jy�, • � } ?fes'{• � ' � _ ► S.' � -tq• �,.ti y .a �-..ter•.-- - ��=-r``� ' �^• � • - •_. � '4 �""� .. Wit'•'; _"-. e: __ �' y.• Step #3: STARTING POINT .... It is beneficial to take the entire area into consideration and lay your first unit in one of two places; the middle or in one corner. String lines will help facilitate your placement. If you decide to place your first unit in the middle you must mark that unit in the middle with a "+". Then use your string lines to find the exact middle of your open area. Place the unit with the +" under the intersection of your string lines and you are ready to begin (SEE Fig. 11). If you start in one corner, you want to use your string line to make an exact 900 corner where you will lay your first unit (SEE Fig. 10). Fig. 10 Fig. 11 Step #4: Keep the units tight during installation and follow the string lines. Rubber Mallets may help you "seat" the units after they are placed (SEE Fig. 12 & 13). Fig. 12 Fig. 13 r S j 4 • .•rl t7in '�l 1. --3 NOTE: Foot traffic should be kept to a minimum on the rock. If the rock is compacted correct/y, little movement should be apparent once stepped on. Step #5: The individual PaveDrain® Units can be cut or tailored to accommodate a variety of different shaped working areas or obstacles within the working area. Using a concrete block masonry saw with a diamond tipped blade will allow you to custom fit your site (SEE Fig. 14 & 15)! Fig. 14 Fig. 15 Section 3 Mattress Installation Step #1: If existing hardscapes are to remain (I.E. asphalt or concrete) the prepared area needs to be 1' (one) foot larger than the mats. Mats to be installed are 16'. Prepared area is 17' (SEE Fig. 16). Fig. 16 Step # 2: Base preparation is CRITICAL!!! Undulations and grade changes in the rock base will be reflected in the PaveDrain® System. A plate compactor may be the best way to level and flatten the base rock before and during installation (SEE Fig. 17, 18 & 11) "Base Preparation" Section. Fig. 17 Fig. 18 ....�. '.^r ■ � �,7k mac: �C ��=•- .�.�..,. $��%+A= = .1:e. Step 'f3. DO NOT UNDERESTIMATEthe sag in the mat. The longer the mat the more the mat will sag and the higher you will need to pick the mat in order to get it off of the truck (SEE Fig. 19). Fig. 19 37' PaveDrain® Mats were 7.5' x 32.2' and weighed 11,500 lbs The Spreader bar weighed an additional3,500 lbs. NOTE: Pa veDrain's Mat Installation Spreader Bar is available for rent. It will arrive (ready to use) on the first truckload of mats. PaveDrain, LLCO can also supply drawings to anyone who would like to fabricate their own spreader bar. Stet/ -j. "Zippering" the mats into place can be facilitated with pry bars (SEE Fig. 20). Fig. 20 Step #5: If Submittal pack requires the use of PaveDrain® Lock Block" and/or Lock Block rows you will need a 4 1/2" dia. angle grinder with a concrete cutting blade (SEE Fig. 20 & 21). Fig. 20 Fig. 21 Step #6. Once the mats have been zippered together; if there is any differential heights between the mats, they can be vibrated into place by putting a non -woven geotextile on top of the blocks and then running a plate compactor over the zippered seam (SEE Fig. 22). Fig. 22 Step #7: The PaveDrain® Mats can be tailored to accommodate a variety of different obstacles within the working area. Each site is different but some examples of obstacles can be: water meter openings, man -holes, existing curb drains, light posts, sign posts and/or existing concrete structures. The specified PaveDrain® mats can be tailored by removing individual units within the mat (before the mat is installed OR after the mat is installed) (SEE Fig. 23 & 24). Fig. 23 Fig. 24 lir- --�—•p.._,�...- .. r r _ - -^. �'- yi:�� F�i•`7 l -� "". iia. .• '. is tr.Cj..{ - 'nSf .� - Section 4 PaveDrain® End Cans The PaveDrain® End Cap is a patent pending expansion joint made from 100% recycled rubber tires and keeps material and debris from entering the arched storage chamber of the blocks. It is manufactured in 4' sections and is made to fit the shape of the PaveDrain® Units. Installation of the End Caps can be done in conjunction with Mattress Installation or Hand -Placement of PaveDrain®. r AVER AIN END CAP ASPH AL 6- - 1T OF APPROVED GEOG-RID BEDDING STONE OR GEQTEKTILE 1"-1. DIA. CLEAN OR RECYCLED STONE) PaveDrainO Units were Hand -Placed within an existing concrete parking lot. The End Caps act as an expansion joint in this application. The End Cap is made so that a gap is provided for the cables in a PaveDrainO Mat This space allows you to tuck the mat loops into the arch rather than scoring the end of the block (Fig. 20 & 21). Conventional materials, such as asphalt, are easily placed directly against the PaveDrainO End Cap. : NK" G JOB SITE/INSTALLATION Check List Step #1: If existing hardscapes are to remain, (i.e. asphalt or concrete) the prepared area needs to be 1' (one) foot larger than the mats. Mats to be installed are 16'. Prepared area is 17' Step #2: Base preparation is CRITICAL!!! Undulations and grade changes in the rock base will be reflected in the PaveDrain System. A plate compactor may be the best way to level and flatten the base rock before and during installation. SEE BELOW 3 Step #3 : DO NOT UNDERESTIMATE the sag in the mat. The longer the mat the more the mat will sag and the higher you will need to pick the mat in order to get it off of the truck. PaveDrain Mats were 7.5'x 32.2' and weighed 11,500 lbs. The Spreader bar weighed an additional 3,500 lbs. Step #4 "Zippering" the mats into place can be facilitated with pry bars. SEE BELOW Step #5 If Submittal pack requires the use of PaveDrain "Lock Block" and/or "Lock Block Rows" you will need a 4 '/2" dia. angle grinder (w/ masonry blade).SEE PHOTOS BELOW & OPTIONS ON DETAIL PAGES AT END OF PACKETT. Step #6 Once the mats have been zippered together, if there is any differential heights between the mats, they can be vibrated into place by putting a non -woven geotextile on top of the blocks and then running a plate compactor over the "zippered" seam. SEE BELOW F ! 1 3,- r r i Step #7 The PaveDrain Mats can be "tailored" to accommodate a variety of different obstacles within the "working area". Each site is different but some examples of obstacles can be: water meter openings, man -holes, existing curb drains, light posts, sign posts and/or existing concrete structures. The specified PaveDrain mats can be "tailored" by removing individual units within the mat (before the mat is installed OR after the mat is installed). SEE EXAMPLES BELOW. City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division Adjustment Number /Drg2 PARKING MANAGEMENT (430) 2018 Requestor: Jli Jin Cly. v BUDGET ADJUSTMENT DESCRIPTION /JUSTIFICATION: This budget adjustment is necessary to recognize revenue in the amount of $20,000 from the University of Arkansas Cooperative Extension Service (UACES) for installation of a permeable paver Low Impact Development feature in City of Fayetteville Parking Lot #55. RESOLUTION/ORDINANCE COUNCIL DATE: LEGISTAR FILE ID#: 8/21/2018 2018-0414 LikHutter 8/2/2018 4:39 PM Budget Director Date TYPE: DESCRIPTION: GLDATE: POSTED: TOTAL 20,000 20,000 v.20180417 Increase / (Decrease) Proiect.Sub# Account Number Expense Revenue Project Sub AT Account Name 2130.430.9131-4309.00 20,000 31710 2018 RE "Federal Grants - Capital 2130.430.9131-5819.00 20,000 31710 2018 EX Parking Lot Improvements- Parking Lot Ir H:\Budget\Budget Adjustments\2018_Budget\CITY_COUNCIL\2018-08-21 \2018-0414 BA Low Impact Development Installation -Lot 55 of 1