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HomeMy WebLinkAboutContract 56932-A1 CSC No. 56932-Al AMENDMENT No. 1 TO CITY SECRETARY CONTRACT No. 56932 WHEREAS, the City of Fort Worth (CITY) and Freese & Nichols, Inc. , (ENGINEER) made and entered into City Secretary Contract No. 56932, (the CONTRACT) which was administratively authorized on the 5th day of January, 2022 in the amount of $ 90, 000 . 00; and WHEREAS, the CONTRACT involves engineering services for the following project: Walsh Ranch Regional Stormwater Plan, CPN 103844; and WHEREAS, it has become necessary to execute Amendment No. 1 to the CONTRACT to include an increased scope of work and revised fee. NOW THEREFORE, CITY and ENGINEER, acting herein by and through their duly authorized representatives, enter into the following agreement, which amends the CONTRACT: 1 . Article I of the CONTRACT is amended to include the additional engineering services specified in proposal attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $640, 000. 00. (See Attached Funding Breakdown Sheet, Page -4-) 2 . Article II of the CONTRACT is amended to provide for an increase in the fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall be an amount of $ 730, 000. 00. 3 . All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect. EXECUTED and EFFECTIVE as of the date subscribed by the City' s designated Assistant City Manager. OFFICIAL RECORD CITY SECRETARY FT.WORTH, TX City of Fort Worth, Texas Walsh Ranch 7egioiidi bL=11WdLeL 77dn Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 1 of 12 APPROVED: City of Fort Worth ENGINEER Freese & Nichols, Inc. William Johnson(A 15,202214:01 CDT) S--� William Johnson Scott Hub y Assistant City Manager Principal & Vice President DATE: Aug 15, 2022 DATE: 8/12/22 APPROVAL RECOMMENDED: P Lauren Prieur Interim Director, Transportation and Public Works Department Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements . 9¢�N. Z)y� Jennifer ODyke Stormwater Program Manager OFFICIAL RECORD CITY SECRETARY FT.WORTH, TX City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 2 of 12 APPROVED AS TO FORM AND LEGALITY: M&C: 22-0575 01I Date : 08-09-22 Mack(Aug 15,2022 10:52 CDT) Douglas W. Black Sr. Assistant City Attorney ATTEST: J761`I`IG��Gannette S.Goodall(Acugug 1C7000�GlLLT) 4 O�°F 0000o A O O Jannette Goodall 4 0o0 City Secretary p"M ° ° o �=d �0%�o oO000000 ,d ��nEXAS.oAp OFFICIAL RECORD CITY SECRETARY FT.WORTH, TX City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 3 of 12 FUNDING BREAKDOWN SHEET City Secretary No. 56932 Amendment No. 1 Department Fund-Account-Center Amount TPW 52002-0200431-5330500 $275, 000 . 00 DEV 30104 0200431 5330500 $320, 000 . 00 Total : $595, 000 . 00 City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 4 of 12 Walsh Ranch Regional Stormwater Plan Because of uncertainty associated with the scope of work, deliverables, budget requirements, and schedule, future task orders will be negotiated independently. A rough estimate of future task order scope and budget is included below. FUTURE TO Base Conditions Modeling Completion FNI will develop 1D Steady State HEC-HMS and HEC-RAS models for each of the streams identified in Figure 1 HEC-RAS Model Extents. FNI will develop the models based on the following general methodology in addition to the work completed in Task Order 2. SURVEY • MWBE firm to provide field survey. Survey extents will be determined by hydraulic model extents and final end product uses. • FNI will prepare a data/survey request for Walsh Rach for previously acquired cross sections and structures within the watershed. HYDROLOGY • Routing—Streams identified for hydraulic modeling will utilize Modified Puls routing based on the HEC-RAS 1D models developed. Additional streams may utilize a variety of routing including Modified Puls utilizing RAS 2D to generate storage curves. This 2D approach to curve development will allow reduced model development times and will also have the benefit of capturing storage capacity of a reach utilizing the full resolution of the JDAR rather than approximating the storage capacity of a reach with cross sections. Guidance on how to revise routing for future use will be included with the deliverables. HYDRAULIC MODEL LIMITS Figure 1 HEC-RAS Model Extents below identifies the stream corridors that need hydraulic modeling based on need for hydrologic routing, future floodplain management purposes, and/or mitigation plan development as identified by Walsh Ranch. The budget estimates included in this document assume 1D HEC-RAS model development for streams identified as RAS Needed and 1D HEC-RAS model refinements for Leverage WR RAS. HEC-RAS models received during the Data Collection phase will be reviewed and recommendations on level of model refinements needed will be made to better define this modeling effort. Hydraulic models will include storm events agreed upon for the mitigation plan. Hydraulic Modeling Needed Stream Length (mi) Full Model Development 10.5 mi HEC-RAS Model Refinement 18.2 mi (Leverage existing models) City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 5 of 12 Figure 1 HEC-RAS Model Extents 3325 POR.. I J Walsh Ranch Boundary Mary's Creek Watershed --� Stream Modeling - Leverage WR RA5 - RAS Needed CTP - Routing Needed pappm - Routing as Needed B y"lcu.i_Unitie<<r City-W_ tyvorth,Tex �c ^ i�dlife,Esii. - Mary's Creek HFRF Ca n,:;,. sfcCGi Ph F.AF`I/NASA, USGS, FPA, NPS USDA. 1187 South Mary's Creek Base Conditions Technical Workshop Up to 1 workshop to discuss Base Conditions H&H assumptions & results. Comments, if any, would be addressed as a part of a future TO (likely the Sensitivity Analysis TO). Deliverables • Decision Log—to document the collaboration process • Narrative —overview, key assumptions, findings • GIS data consistent with CFW standards • Models— hydrology and hydraulics— Base conditions model will generally meet FEMA corrected effective level of detail (e.g. surveyed XS, survey or As-Built Crossing data). LOMR preparation or FEMA comment revisions will not be included in this SOW. • Water surface profile • Flood inundation mapping (for reference, not LOMR, purposes) FUTURE TO Future Conditions Modeling Two model scenarios will be included in Future Conditions Modeling, unmitigated future development (as an intermediate, pre-mitigation plan reference, step) and mitigated future development outside Walsh Ranch. City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 6 of 12 • Future conditions characteristics from Walsh Ranch — FNI will provide existing conditions subbasins and characteristics to Walsh. Walsh to provide future percent impervious to be used in future conditions and mitigation plan. • Future conditions characteristics outside of Walsh Ranch — FNI will utilize City of Fort Worth's Future Land Use Plan where available. For additional areas outside of the Land Use Plan, assumptions for future conditions could follow Parker County CTP study and will be finalized in the coordination meetings and workshops. In the CTP study, current undeveloped areas will be assumed to be developed with an impervious value of 55% and all residential areas will be assumed to be developed to high density residential with 1/8 acre lots. • Mitigated Future Development - Model areas outside of Walsh Ranch to reflect the VOLUME associated with full development but limit the peak discharges to current development levels. The impervious assumptions for future conditions will be used and the subbasin response time will be adjusted as needed to flatten the hydrographs to the existing conditions peak. Future Conditions Technical Workshop Up to 1 workshop to discuss future conditions assumptions & results. Comments on the Future Conditions modeling will be addressed in a separate TO (likely the Sensitivity Analysis TO). Deliverables • Decision Log—to document the collaboration process • Narrative —overview, key assumptions, findings • GIS data consistent with CFW standards • Models— hydrology and hydraulics • Water surface profiles • Flood inundation mapping (post mitigation) FUTURE TO Sensitivity Analyses FNI will consider several sensitivity analyses. The findings of each scenario will be documented in a memo. Anticipated scenarios to consider and document are included below: 1. Mary's Creek influence at the confluence with Clear Fork Sensitivity analysis of how changes in the Mary's Creek flow hydrograph impacts the confluence at Clear Fork. For watershed areas outside Mary's Creek, hydrographs from the CDC model will be utilized.The Master Plan will update the hydrograph from the CDC model at the Mary's Creek confluence based on the various scenarios described in this section. Mary's Creek generally drives flooding downstream so showing "no impacts" at confluence is anticipated to be sufficient to show no impact in general. Mary's Creek hydrograph for existing, unmitigated, & mitigated conditions will be combined with the CDC model hydrograph at the confluence for evaluation of hydrologic impacts. The resulting peak flows for existing, unmitigated future, and mitigated future conditions will be incorporated into the CDC RAS model for evaluation of hydraulic impacts. 1YR, 10YR, & 100YR Storm Events. An anticipated outcome of this effort is an agreed upon definition of"no impacts" for City of Fort Wortn, Texas -x - u_o-- - _a-_a --a iter Plan Prof Services Agreement Amendment Template CPN Revision Date: November 23, 2021 Page 7 of 12 developments in Mary's Creek utilizing this modeling effort and simplified submittal process.This "no impact" tolerance may or may not vary from city standard and will be documented following the appropriate city protocols. Examples of potential considerations are velocity, volume, and depth changes. 2. Mitigation Staging and Phasing Assess mitigation with varying degrees of development (upstream and downstream) to determine requisite proximity of mitigation to each development stage. Specifically, FNI will evaluate up to 10 scenarios throughout Walsh Ranch study area based on multiple hypothetical detention configurations, with detention significantly upstream, upstream, downstream, and significantly downstream of a given development site. Other configurations may include over-detention in an adjacent subbasin with no detention in the subbasin to be developed. Types of detention configurations will include Memo documenting findings of the sensitivity of hydrographs to mitigation locations and impacts on velocity. 2YR & 100YR Storm Events 3. Cumulative Impacts Document potential cumulative impacts. Analyses will combine the findings of the mitigated future development scenario with the key facts &findings on Clair's Cumulative Impacts Study. FNI will prepare a brief technical memo on how this Regional Stormwater Plan can improve upon prior/current practices & inform future policy decisions. Sensitivity Analyses Technical Workshop Up to 2 workshops to discuss sensitivity analyses assumptions & results. One round of edits to the sensitivity analysis will be conducted between workshops. Deliverables • Decision Log—to document the collaboration process • Memo for each scenario FUTURE TO Mitigation Plan FNI will evaluate storage needs at the locations shown on Figure 2 Assumed Mitigation Locations. • Initial assumption of detention will assume use of natural topography. FNI will make 2 refinements to each mitigation feature following collaboration with Walsh Ranch and City. • FNI will incorporate input from the separate proposed Walsh Ranch Dam Inventory to be performed by FNI for Walsh Ranch. Anticipated findings would include additional storage potential of existing dam inventory to incorporate in Mitigation Plan. • Mitigation plan will be prepared with a goal to meet current CFW standards. City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 8 of 12 • Due to the master plan scale and unique focus on managing the effects of the cumulative volume of runoff, strict adherence to CFW standards might be problematic. If so, any deviations from CFW standards will be considered in a way consistent with current variance processes. • Final Mitigation Plan is anticipated to include recommended storage volumes and an accepted outflow hydrograph at specific design points. These findings will inform preparation of guidance for using the Regional Stormwater Plan for Walsh Ranch (primarily) in the permitting process, as well as serve as an initial reference for development activity in other areas in the watershed. Figure 2 Assumed Mitigation Locations •POTENTIAL DETENTION LOCTAIONS aq ncFY 9 ` r V a z3 I'A T - -� r d I ct l J al U /l f6 y i p` � x •y ro m rsi7o 1 c aY 0 Legend —Flowln-out20 Flow Arrows 2 LL i •Design Points "—' �""�A0 ,. F LO - Streams .,IA =Walsh Ranch Property EDMary's Creek Sub-Basins - _ -- ODutch Branch Sub-Basins Brown Branch Sub-Basins rencfr - Master Thoroughfare Plan —q —CMCO CMU s . A. _ p FIGURE INC SL °^ Mitigation Plan Technical Workshop Up to 2 workshop to discuss mitigation plan assumptions & results. This assumes one round of edits to the mitigation plan will be conducted between workshops. Additional rounds of comments would need to be addressed in an additional task order. Deliverables • Decision Log—to document the collaboration process • Narrative —overview, key assumptions, findings • GIS data consistent with CFW standards • Models— hydrology and hydraulics • Water surface profiles City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 9 of 12 • Flood inundation mapping (post mitigation) FUTURE TO Additional Documentation & Processes Additional documentation and establishment of processes that have been identified to meet the primary goals of the study. • Improved Permitting Process for development in the Mary's Creek watershed • Enhanced (Cumulative) Mitigation Plan for the region • Public Private Partnership Deliverables • Decision Log—to document the collaboration process • Guidance Memo for permitting submittals and review (what is in bounds for use, how to document, within the Mary's Creek watershed when is a waiver required). Example development submittal. • Guidance Memo for model maintenance and updates • Memo documenting why/how this "best practice" improves on status quo • Design details and/or specifications for mitigation elements not in the City's design manual • Statement of recommended variances from city standard targets for mitigation • Statement documenting how future changes to criteria impact Walsh Ranch design Time of Completion Because of uncertainty associated with the scope of work, deliverables, budget requirements, and schedule, of future task orders will be negotiated independently. A rough estimate for schedule is presented below. Milestone Duration Approx. Finish Comments (months) Date CFW/FNI Admin 1 1/6/2022 NTP goals and constraints Agreement (TO1) T01 Establish Goals and 1 2/7/2022 4 work sessions - Completed Constraints SOW for CFW/FNI TO Draft Work Plan 1 3/7/2022 agreement and basis for PPP agreement NTP—T02 Base Begin base conditions modeling conditions modeling 0 6/1/2022 under admin contract while jumpstart waiting for Council approval on larger TO contract CFW/FNI Regional 3 7/1/2022 NTP on regional planning work City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 10 0 f 12 at Milestone Dur tion Approx. Finish Comments Planning Amendment & and modeling. Assumes PPP Agreement CFW/FNI contract and PPP Amendment packages are ready April 1, and CFW Council action during the month of June. Base conditions 12/1/2022 hydrology Base conditions 8 2/1/2023 hydraulics Future conditions Assumes base conditions modeling & Sensitivity 4 6/1/2023 modeling ends about 8 months Analysis from NTP for jumpstart. Mitigation Plan 6 12/1/2023 Schedule prediction for these is Prepare Guidance on difficult without lessons phasing 1 1/1/2024 learned from initial TOs. Prepare How to use the 1 2/1/2024 Regional Plan Budget FNI shall render the professional services in connection with the development of the Project for an hourly not to exceed fee. Because of uncertainty associated with the scope of work, deliverables, budget requirements, and schedule, of future task orders will be negotiated independently. A rough estimate for future task orders is presented below. Completing the base conditions modeling work beyond T02 would be authorized separately. Task Order Task Estimated Budget Future TO Base Conditions Modeling Completion (in addition to $300,000 T02) Future TO Future Conditions Modeling $30,000 Future TO Sensitivity Analyses $75,000 Future TO Mitigation Plan $110,000 Future TO Additional Documentation & Processes $50,000 Contingency $75,000 Estimated Total: $640,000 ADDITIONAL SERVICES Additional Services to be performed by FNI, if authorized by Client, are described as follows. These services are not anticipated in Future Task Orders at this time and are not represented in the estimated budget above. City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 11 0 f 12 • No Regulatory Floodway analysis or FEMA submittals as a part of this assignment • Sensitivity Analyses: Develop required mitigation ratio of X ac-ft/ac of new impervious area to universally have no impacts downstream. Undeterminable until base model and fully developed model are both constructed. Set aside as optional to be authorized • Sensitivity Analyses: Assess size of mitigation/multipurpose basins for efficacy— identify tradeoffs for more and smaller compared to fewer and larger. Up to 5 scenarios for a selected reach. Memo documenting findings. Flexibility vs absolute max developable ac. • "Post-development"/master plan implementation check-in City of Fort Worth, Texas Walsh Ranch Regional Stormwater Plan Prof Services Agreement Amendment Template CPN 103844 Revision Date: November 23, 2021 Page 12 0 f 12 City of Fort Worth, Texas Mayor and Council Communication DATE: 08/09/22 M&C FILE NUMBER: M&C 22-0575 LOG NAME: 20SWM WALSH RANCH REGIONAL STORMWATER PLAN AMEND SUBJECT (CD 3)Authorize Execution of Amendment Number 1 to City Secretary Contract Number 56932, a Standard Agreement for Engineering Related Professional Services with Freese&Nichols, Inc.,to Increase the Contract Amount by$640,000.00 for a Revised Contract Amount of $730,000.00 for the Walsh Ranch Regional Stormwater Plan, Authorize Execution of Amendment Number 1 to City Secretary Contract Number 57359, a Developer Funding Agreement for Walsh Ranch Master Drainage Study with Walsh Ranches Limited Partnership, to Increase the Developer Contributions in the Amount of$320,000.00 and City Participation in the Amount of$320,000.00 for a Revised Developer Contribution in the Amount of$365,000.00 and a Revised City Participation in the Amount of$365,000.00, Adopt Appropriation Ordinances and Amend the Fiscal Years 2022-2026 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of Amendment Number 1 to City Secretary Contract Number 56932, a Standard Agreement for Engineering Related Professional Services with Freese&Nichols, Inc.,to increase the contract amount by$640,000.00 for a revised contract amount of $730,000.00 for the Walsh Ranch Regional Stormwater Plan project(City Project No. 103844); 2. Authorize execution of Amendment Number 1 to City Secretary Contract Number 57359, a Developer Funding Agreement for Walsh Ranch Master Drainage Study with Walsh Ranches Limited Partnership,to increase the developer contributions in the amount of$320,000.00 and city participation in the amount of$320,000.00 for a revised developer contribution in the amount of$365,000.00 and a revised city participation in the amount of$365,000.00; 3. Adopt the attached appropriation ordinance adjusting estimated receipts and appropriations in the Stormwater Capital Projects Fund by increasing estimated receipts and appropriations in the Walsh Ranch Regional SW Plan project(City Project No 103844) in the amount of $275,000.00 and decreasing estimated receipts and appropriations in the Flooding Assessments programmable project(City Project No. P00046) by the same amount; 4. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Developer Contribution Fund, in the amount of$320,000.00, from available funds, for the purpose of funding the Walsh Ranch Regional SW Plan project (City Project No.103844); and 5. Amend the Fiscal Years 2022-2026 Capital Improvement Program. DISCUSSION: Approval of this Mayor and Council Communication(M&C)authorizes execution of Amendment Number 1 to City Secretary Contract Number 56932, a Standard Agreement for Engineering Related Professional Services with Freese&Nichols, Inc.,to increase the existing contract by $640,000.00 for a revised contract amount of$730,000.00 for the Walsh Ranch Regional Stormwater Plan. The M&C also authorizes execution of Amendment Number 1 to City Secretary Contract Number 57359, a Developer Funding Agreement for Walsh Ranch Master Drainage Study with Walsh Ranches Limited Partnership(Walsh),to increase the developer contributions in the amount of$320,000.00 and City participation in the amount of$320,000.00 for a revised developer contribution in the amount of$365,000.00 and a revised City participation in the amount of $365,000.00. On March 8, 2022, Mayor and Council Communication M&C 22-0162,the City Council authorized execution of a Developer Funding Agreement with Walsh Ranches Limited Partnership,with developer contributions in the amount of$45,000.00 and City participation in the amount of $45,000.00 to cost share in the development of a regional drainage master plan for Walsh Ranch. That M&C also discussed the intention to amend the agreement to complete the full initiative if both Walsh and the City determined that doing so would meet the goals of the initiative. This amendment continues the original agreement's 50/50 cost share. The City's cost share will come from the Stormwater Utility. Initial work efforts by the City and Walsh established clear, and mutually agreed upon goals and deliverables for the study and initiated the preliminary engineering. This amendment will complete the work effort through task orders, each with a detailed scope of work agreed upon by both the City and Walsh. Over all work efforts would entail: (a)completing the preliminary engineering drainage study that includes an assessment of properties in the same watershed that are upstream of Walsh Ranch; and(b) based on the study and its assumptions about drainage factors upstream of Walsh, development of a comprehensive master drainage plan for all of Walsh Ranch. This includes the completion of the base conditions modeling,the development of future conditions modeling, and the development of a plan to mitigate impacts associated with the Walsh Ranch development. With a comprehensive plan in place, future phases could be planned and designed based on baseline drainage conditions and an overall concept for meeting City drainage standards that have already been agreed upon by Walsh,their consultants, and City staff. This will significantly reduce the design effort for the Walsh team and the review effort for City staff leading to expedited acceptance of the drainage plan for each phase of the Walsh Ranch development. In addition to the benefits described above,this regional approach to assessing the drainage impacts of development in this watershed will: 1. More comprehensively mitigate the risk of adverse drainage impact for properties downstream of the Walsh Ranch development; 2. Provide valuable guidance and a drainage plan that can be used for developments in the City that are located upstream of Walsh Ranch; and 3. Provide a case study to determine the potential value and feasibility of commissioning similar regional studies and master drainage plans for other undeveloped areas of the City. Freese&Nichols, Inc.was selected as the most qualified consultant to conduct the study based on their submission on the Transportation and Public Works Department, Stormwater Management Division's Request for Qualifications for Stormwater Management Professional and Engineering Services issued on July 29, 2021. The engineering agreement for the initial phase was executed administratively for a total cost not- to-exceed$90,000.00. The engineering consultant proposes to complete the current and additional work for a total contract amount not to exceed $730,000.00. Staff considers the fee to be fair and reasonable for the additional scope of services. The action in this M&C will amend the Fiscal Years 2022-2026 Capital Improvement Program as approved in connection with Ordinance 25073- 09-2021, Section 6. Capital Improvements, as listed on page 27 as follows: Revised Capital FY2022 CIP Authority ]Budget Adjustment FY2022 Fund Name Project Name Appropriations Budget 52002- P00046- Stormwater Flooding Capital Assessments Projects programmable Fund project $1,292,982.00 M&C 22-0162 ($90,500.00) $1,202,482.00 52002- P00046- Stormwater Flooding Capital Assessments Projects programmable Fund project $1,202,482.00 This M&C ($275,000.00) $927,482.00 Funding is available in the Flooding Assessments programmable project for the purpose of funding the Walsh Ranch Regional SW Plan project. Business Diversity: The City-funded portion of the agreement is less than$1,000,000-1 therefore, there is no goal requirement. This project is located in COUNCIL DISTRICT 3. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are currently available in the Flooding Assessments programmable project within the Stormwater Capital Projects Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the Stormwater Capital Projects Fund and Developer Contribution Fund through future identified task orders within the Walsh Ranch Regional SW Plan project to support the approval of the above recommendations and execution of the amendment of the contract. Prior to an expenditure being incurred,the Transportation&Public Works Department has the responsibility of verifying the availability of funds. Submitted for City Manager's Office by: Dana Burghdoff 8018 Originating Business Unit Head: William Johnson 7801 Additional Information Contact: Jennifer Dyke 2714