J /' / , Council Agenda 􀁬􀁴􀁥􀁭􀀺􀁾􀁏􀀠SUMMARY: This item is to approve funding for work estimated to complete the Airport Fuel Farm Phase IT Environmental Assessment FINANCIAL IMPACT: Original Council Authorization: $81,800 Additional Authorization Request: $14,900 Total Cost Including This Item: $96,700 Funding Source: Airport Fund BACKGROUND: Washington Group International has completed the first four tasks of their original scope ofwork for the Airport Fuel Farm Phase IT Environmental Assessment. The work included a soil vapor survey, push probe soil sampling, documents review, site recounaissance, persounel interviews, and report. This work was completed at a lump sum cost of$42,500. The results ofthis work were reported to Council at a meeting on March 6, 2002. Washington's work showed areas ofhydrocarbon concentrations in the fuel farm area, but also showed migration ofhydrocarbons out oftheir study area, namely, across Addison Road and to the west and northwest ofthe fuel farm. The attached proposal from Washington details the additional work that is estimated to complete the Phase IT Environmental Assessment for the fuel farm. The work includes additional soil vapor sampling, soil borings, soil sampling and analysis, installation of monitoring weBs, and a final report with a presentation ofresults to Council. This work is proposed for a Lump Sum of$54,200. The total cost ofthe project is now $96,700, and since $81,800 was authorized initially, an additional authorization 0[$14,900 is required. RECOMMENDATION: Staff recommends Council approve additional funding of$14,900 for this project and authorize the City Manager to accept Washington's Proposal dated April 9, 2002 in the amount of$54,200. " Washington IndllSldaWIDCIISS Tuesday, April 09, 2002 WGI Proposal No. 80805-1 (Rev. 2 Addendum 2) QP&ES 01-EOOS Mr. James 􀁃􀁾􀀠Pierce, Jr.,P.E. Assistant Director of Public Works Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 PROPOSED SCOPE OF WORK FOR PHASE II ENVIRONMENTAL SITE ASSESSMENT ADDISON AIRPORT FUEL FARM ADDISON, TEXAS Dear Mr. Pierce: Presented here is the Revision 2 Addendum 2 of our proposed scope of work for the Phase II Environmental Site Assessment of the fuel farm at Addison Airport in Addison, Texas. This addendum is submitted in accordance with our conversations on March 20 and April 4, 2002,. and provides ao amended scope of work relE!tive. to· our, Revisiori 2 proposal, as approved by the Town on December 31, 2001. .' . . Background The Town of Addison retained Washington Group Intemational to conduct a Phase II Environmental Site ASsessment. The approved scope of work included six tasks separated into two parts, consisting of a soil vapor survey (Task 1), a pilot direct-push soil sampling program (Task 2), documents review (Task 3), and a mid-project status report (Task 4) for the first part; and a soil and groundwater sampling and testing program (Task 5) with a final. report (Task 6) for the second part. Tasks 1 to 4 were completed between the period of January to March 2002, and the results were presented to the Town Council on March 6, 2002. The results indicated that hydrocafbons have been released into the subsurface in the fuel storage areas and extend off site beneath Addison Road to the east, and to the west and north toward the T-hangars and closed dispenser island, respectively. Both soil .., . and groundwater have been affected by the hydrOcarbons. In par:tiCI,J!ar, soil hydrocarbon concentrations exceed TNRCC Action Limits, the levels at which TNRCC requires further investigation and/or remediation. . The results of Task 1 through Task 4 indicated that Tasks 5 and 6 must be completed to delineate the vertical and horizontal extent of contamination. This addendum addendum presents our proposed scope of work for final delineation. It is expanded relative to the scope presented in the Revision 2 proposal of December 13, 2001, based on findings of Tasks 1 to 4. 􀁾􀀳􀀱􀀼􀁩􀀱􀁢􀁹DriVe. HcuslDn,TX 77054 • P.O. !!ox 1281 _.TX mS1·1281 Phon.: (713)85UOOO 0 Fa>c (713) 383-lI149 • WMV.wginlcclm Mr. James Pierce, Jr., P. E. Tuesday, April 09, 2002 Page 2 Scope ofWork This revised scope of work consists of three tasks that are foilow-on from the previous four tasks and thus maintain numerical. sequencing. It is oUr opinion' that the scope outlined below cannot be reduced further without seiiously jeopardizing the teChnical integrity of the program. Tasks 5 to 7 are related to additional data gathering activities to further quantify the lateral extent and magnitude of contamination in the soil and groundwater. The tasks detailed below will be managed by a TNRCC-registered Corrective Action Project Manager under the employ of Washington. Washington is a Registered Corrective Action Specialist. The tasks will be conducted in accordance with the current project-specific Health and Safety Plan (HSP). Task 5 -Soil Vapor Survey. Washington will oversee the execution of a soil vapor survey that will establish the horizontal boundary conditions of soil hydrocarbon vapors that could not be established during the previous survey. We will retain the services of Exploration Technologies, Inc., (ETI) to conduct the survey. ETI conducted the previous soil vapor survey at the airport. The work plan includes the collection, over a 3-c1ay period, of up to 44 soil vapor samples on a grid specing containing approximately 60 feet between sampling locations. The number of samples required to evaluate the area on this grid spacing is based on the attached map. We believe 44 locations is the minirnalnumberthat will be necessary to encompass the existing soil vapor plume on the 6O-ftspacing. It is very conceivable that' more than 44 locations will be necessary to establish the full horizontal extent of the soil vapor plume. Because we do not know how many additional locations may be necessary, we have priced the program to include only the 44 locations but have also included a unit price for the field crew daily rate and a unit price for each additional soil vapor analysis. If additional locations appear necessary, a fourth day of sampling would be required. The locations of individual samples may be adjusted in the. field during field operations to allow for buildings, piping, utility chases, etc. The proposed locations of the soil vapor samples are on the airport property and off site east of the Addison Road right-ofway (ROW). Basad upon the results of this survey, infill (higher density)" or 'expanded grid sampling can be performed in anomalous parts of the study area (if required to better delineate. the plume(s»; costs have not been included for infi.l1 or expanded grid sampling and would only be conducted with. Town approvai. For sampling east of the Addison Road . ROW or other properties, we would require Town permission arid/or assistance gaining access for sampling those locations. Vapor samples will be analyzed (screened) in the field during sample collection for methane, carbon dioxide, and oxygen using an infrared gas analyzer. The results of these analyses will aid the field crew in adjusting the sampling grid (if necessary) and determining the location(s) of possible "hot spots" during sample collection. All soil vapor samples will be analyzed in ETl's Houston, Texas laboratory utilizing standard QAlQC procedures. Samples will be analyzed for C1-C4 (methane, ethane, propane, and butanes) and C5+ (pentane-xylenes+) hydrocarbons using two flame Mr. James Pierce, Jr., P.E. Tuesday, Apnl 09,2002 Page 3 ionization detector (FID) gas chromatographs. The FID gas chromatograph utilized for C5+ hydrocarbon analyses contains a capillary column, allowing for high resolution (and separation) of individual compounds (such as BTEX, etc.) and identification of specific product signatures, Our project price does not include the additional cost for the high'resolution capillary analysesJinterpretation;however, the chromatograms will be archived in . the event specific samples require additional review at a later date, Results of the C1-C4 and C5+analyses will be tabulated and presented in parts per million by volume (ppmv). ETI will prepare a report including tabulated data, colored plume maps for the various hydrocarbonlbiogenic gas constituents, and an interpretation of the data/maps. The work program will require up to four field days. Washington personnel will coordinate with the Town for clearing and marking all utilities and obtaining permission to collect collect samples on properties and/or right-of-ways included in the survey area (if applicable) prior to the commencement of field activities. Task 6 -Soil Borings and Monitoring Well Installation. This program does not take into account assessing the potential extent of contamination, if present, in· the. underlying bedrock formation. This information gathered from this task would be combined with the horizontal boundary data from the soil vapor survey to define the lateral extent of contamination and to evaluate the vertical extent of contamination. The preferred method for the collection of soil samples is direct push drilling. This program is developed on the assumption that the subsurface stratigraphy will be conducive to this method .. Based on the earlier sampling conducted this appears tobea .suitable method for soil sampling. Six (6) direct push borings will be strategically located based on the results of the completed soil vapor survey. As in the previous boring task, soil samples will be collected and logged continuously to a maximum depth of 25 feet or until bedrock refusal. We will document soil type, groundwater, evidence of contamination, and other pertinent informatiori on soil boring logs and a field notebook. ' TNRCC guidance for risk-based assessments conducted at underground tank sites requires that discrete soil samples be collected in the source area at intervals of 0 to 2 ft, 2 ftto 15 ft, and 15 ft to total depth. Outside the source area soil sarriplesmuSt be collected to define the horizontal and vertical extent of contamination within the zone of greatest contamination, immediately above the saturated .zone, and at total depth. Based on the proposed depth of soils available for sampling and the scarcity of perched groundwater, this should be accomplished by collectirig tWo soil samples from each boring location; our proposal is priced accordingly, Within the identified source areas soil samples 'will be collected at the zero to 2. ft depth interval and at the depth of greatest organic organic vapor response. At other locations the soils samples will be collected at the interval of greatest organic vapor response and at total depth of the boring. If during sampling it is found that soil samples can be collected below a depth of 15 ft, we will collect soil samples in accordance with TNRCC guidance; a unit price for additional analYSis is included at the end of this proposed scope of work. Two soil samples will be selected from each boring location for BTEX (Method 8260) and TPH (Method 1005) analyses, The soil sample showing the greatest organic vapor •• --------.. 􀁾􀀠••• • -< • Mr. James Pierce, Jr., P.E. Tuesday, April 09, 2002 Page 4 response in the field from each boring location will be selected for polyaromatic hydrocarbon (PAH) analysis (Method 8270). The soil samples will be placed in laboratory-cleaned glass jars with appropriate labels and then placed in an ice-filled chest for-transport to our. iaboratory. Chain-ofcustody documents will acCOmpany the samples. All sample handling equipment will be decontaminated between soil sample intervals. After boring completion, the boring will be grouted with cement, bentonite, or other acceptable material to inhibit stratigraphie cross contamination. Drilling and sampling wastes will be collected in drums for later characterization testing and disposal by others. If groundwater is encountered, we will install and sample up to four (4) monitOring wells to bedrock refusal, or a maximum depth of 25 feet. Hollow-stem auger techniques will be required for monitoring well installation. The locations will be determined using the soil vapor data and the soil boring data to optimize· the locations, taking into account hydrogeologic and contamination considerations. Actual depths will be determined in the field based on stratigraphy and the depths of-hydrocarbon-impacted. zones. We will construct the wells with 2-in. 10, flush-joint-threaded, Schedule 40 PVC, usingO.Q1O-in. slotted casing. Filter pack sand wili be placed around the well screen, followed by a bentonite seal and grouted to surface. The wells_will be flush-mounted relative to ground surface with a protective, locked cover. We will develop the wells to remove cuttings and sediments that could affect hydraulic ciommunication between the well screen and the formation fluids. •. ..... ...... .. ---_ _ .. -. . .... ... . -.. _ . After well -development, we will purge the wells of stagnant water and collect groundwater samples for analytical testing. Groundwater collected from the monitoring wells will be analyzed for BTEX, TPH, and PAH. We will place groundwater samples in laboratory-cleaned glass jars with appropriate labels and place them in an ice-filled chest for transport to our laboratory. One method blank, a duplicate, and a trip blank to evaluate cross contamination will be included with each sample lot for QA/QC control. Chain-ofcustody documents will accompany the samples. Sample handling-eqUipment will be decontaminated between wells. Sampling wastes will be collected in drums for later characterization testing and disposal by others. This program does not include sampling and analysis of groundwater from the existing monitoring wells. . Upon completion of soil boring and monitoring well installation we will retain a Registered Public Land Surveyor (RPLS) to locate all the newly-installed wells and bOrings, .. The survey will provide an elevation relative to a local benchmark to provide accurate vertical and horizontal control data that will be necessary for subsequent hydrogeologie characterization. -The RPLS will provide a digitized drawing and electronic file in AutoCAD for use in our reports. Task 7 -Final Report and Recommendations. We will develop a report using TNRCC standardized forms, where required, that are mandatory under their LPST program. These reports include field activity reports, well monitoring reports, site investigation reports, correspondence forms, and others, as appropriate. The final report will incorporate all the data collected from the earlier tasks and include a recommendation directed toward natural attenuation as the preferred remedial alternative. We will also Mr. James Pierce, Jr., P.E. Tuesday, April 09, 2002 PageS include in the report an estimated cost, +1-30% to 40%, on what the Town could expect for bringing the site to closure under a natural attenuation scenario. However, it is our experience that the TNRCC may require aUV 1c...t'l. tJS-es",prllc.-s". prfL I FI-ef.l/M1r iAIY'porT-e f1fr ..frs 􀁾􀀠.01'1 rIA '" 4-ftnJ 􀁦􀁲􀁾􀁾. :r"cl""'-", 􀁾􀀮􀀵􀁴􀀭􀁥􀁾􀀫􀁉􀁾􀁦􀀭􀁥􀀶􀀠fb ¥ 􀀳􀁾􀂣􀀮􀀮􀁂􀁬􀀧􀀬􀁳􀁦􀀻􀁾s-J-.e, 􀁾􀀠l{fY1dru..J-o.. Yl-e.<.J Sihe. 􀀨􀁔􀀢􀁾􀁊􀀮􀀮􀀠3] 􀁬􀁾􀁥􀁪􀁬􀁁􀀮􀁜􀁃􀀼􀀮􀁜􀀭􀁯􀁾􀀱􀀠􀁇􀁜􀀮􀁍􀁜􀁾􀀧􀁉􀂷􀁅􀀮􀀬􀀠Cd ov:f 􀁲􀁥􀀬􀁊􀁁􀁊􀁾􀁦􀁩􀁩􀀬􀀠􀁾D-f,olj 􀁾􀀠\'\A1'f'.€ t. 11....􀀢􀀨􀁜􀀧􀁖􀁨􀁾􀁲􀀬� �􀁐􀀮􀁰􀁖􀁉􀁾􀀠::>'c,{rACo 􀁾􀀠a t..l--h:> y-J..e S I ., (').t D f-i 11U-tw1 􀁃􀁲􀀬􀁾􀀭􀁩􀀧􀁜􀀢􀀧􀁩􀁾􀀠uf"...plm tlYld'fl.j 􀁦􀁫􀀬􀀱􀀢􀀱􀀳􀁾􀀠ex+tnt􀁣􀀮􀁯􀁾􀀫􀀠􀀧􀁴􀀺􀀮􀁾􀀭􀁦􀁴􀀠rrud-e!;; /)f fr"")(' eYIStI >-.pplun.;> rl'i-at,/1)0 Co \J Vf'I Mis tJ l'.s (f-It'c.h.\ l7v􀁾􀁣􀀮c. o(¥J c...-(... 􀁾􀁤􀀠􀀧􀁩􀀳􀁣􀁲􀁬􀀧􀁲􀀺􀀺􀁾􀁳􀀮􀀠4: 􀀧􀀨􀁙􀁬􀁻􀀯􀁙􀁬􀁬􀀭􀁢􀁲􀁬􀁾􀀠v.h.Jl 􀁾􀁾􀀠B4>(',Yi1s 􀁾􀀠ynmd-af'1(\.y 􀁫􀀮􀁨􀀮􀀮􀁴􀁴􀀮􀀮􀁄􀁾􀀭􀁨􀁬􀁬􀁾􀁾􀀠􀀠􀀭􀁲􀁖􀀧􀁾􀁾􀁉􀁬􀁇􀁜􀀮􀀮􀁾􀀧􀀠Ii!) 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" ,"I 􀀢􀁲􀀬􀀬􀀺􀀺􀀬􀀮􀁾􀁾􀁾􀁰􀀻􀁾􀁯􀁩􀀮􀁱􀀺􀁬􀁴􀀻􀁾􀁾􀁈􀁾􀁾􀀮􀀬􀁾􀁾􀀮􀁦􀀺􀁾􀁪􀁴􀀠, ,.. No. of Permits on site .: 􀀬􀁾􀀧􀀮􀀠• March 19,2002 Mr. James Pierce, P.E. Town of Addison 16801 Westgrove Drive Addison, Texas 75001-0144 Re: Letter of Transmittal Phase II Environmental Site Assessment Addison Airport Addison, Texas Dear Mr. Pierce: Transmitted with this letter are four (4) copies of the Interim Status Report for the above referenced project as presented in our proposal. Also transmitted is one (1) copy of the soil vapor program conducted by Exploration Technologies, Inc. (ETI). The copy ofthe ETI report includes color plates for the various soil vapor parameters evaluated. A reproduced black and white version of the ETI report is included as Attachment A in our Interim status Report. Washington appreciates this opportunity to be of service to the Town and looks forward to completing this study. If you have any questions, please call me at 713.852.3035. If I am not available at the time of your call, please call Ron Bowlin at 713.852.3030. Sincerely, WASHINGTON GROUP INTERNATIONAL 􀀦􀀯􀁾􀀠Manager of Environmental Services Incl: 4 copies 9433I'?,..--,-. , '/'J ..-'. \ //ro\.... ,it"􀀭􀁾􀁾􀀭􀀮􀀭-.,-' .-' _/' _..-., .,_.􀀮􀁾􀀭.., ." ,,''\ . .,,, ii /";-" --/-j ",,---' I􀁾􀀠"/l/li. 􀀭􀁾􀀭􀀮􀀭,F. \ 0'.----_..,.--"-,.----",.' .....\_-.-" 􀁜􀁾􀁬􀀺􀀰􀀯􀀮􀀢..,._". __ r ..-..􀀺􀁾􀀮􀀠"....,:i. 􀀭􀀭􀁾􀀯􀀮.t. '---,&. " /r O""'" ,I. /./' -_.--' 􀁾􀀬􀀠'/' \ I._ .t-",-...y· .i • .-.-I -,' t @-,/., ADDISON ROAO i 􀁾":1 " L . TOTAL BTEX . CONCENTRATIONS' (ppmv) 􀀽􀁾􀀠􀁾􀁾... > SODl,..----y-=--__ 300 -500 ::,.";'., 100 -300 20-100 􀁾􀀠1:<1 lEGEND 10 -20 2-10 􀀮􀁾􀀠. l==J A..... Contllnlll1) UST, ,;.<1........<: 􀁾􀁃􀁾􀁬􀀮􀁌􀀠,,, 'U' ---, <2 \' 􀁾􀁾􀁴__ 􀁲􀀮􀁾􀀮􀁜􀀮􀁾􀁲􀀮􀀺􀁾􀀺􀀺􀀺􀁟􀀵􀁾􀁾􀀺􀁾􀁾􀀱􀀱􀀠T.,L,. 􀁥􀁔􀁅􀀮􀁾􀀠c,,,,,.,,,, .,,,.. ,,, 􀁉􀁔􀁾􀀧􀁾􀀧􀀢􀀠"0'," •.,-. 􀁾􀀠􀁾.."'" 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PB·l PB·2 Depth, ft 5-6 7-8 􀀨􀁐􀁉􀁄􀀬􀁰􀁾􀁄􀁬􀁬􀀠(96) (93) Benzene Tolnene 0.005 0.0051 Etbylbenzene Xylenes+ 0.0021 0.0021 MTBE C6-CI2 440 CI2-C28 JIlOO SUMMARY OF ANALYTICAL REsULTS (MG/KG) SAMPLE LOCATION PB·3 PB-4 PB·5 PB-6 PB·' PB-8 PB·9 PB·lO PB-4W 2-4 6·7 5-6 5·6 3-4 4·5 3-4 4·5 (275) (3) (0) (130) 10) (0) (25m (300) 2.2 0.005 0.009 0.012 0.012 0.006J 0.008 0.170J 0.11 0.065 6.2 0.0021 0.003J 0.0021 0.0021 1.75 2.4 570 59 42 480 1200 100 1200 2 m!!IL Action Levels: Benzene: 0.5 MG/KG TPH: 100 MG/KG " Washington Regulation 3 6 14 DeSCription for Temporary from service Sub Rule and unmonllored systems permanently remove USTs from service or months continuous non-service and be _ to them back into service after 10 by 12 months In the process of in UST excavation zone backfill with [334.50(d)(5)]; or groundwater monitoring where ft bgs In backfill not < 0.01 cmls hydraulic conductivity [334.50(d)(6)]: or Interstitial vaporniquid monitoring for double-walled USTs [334.50(d)(7)]; or vaporlliquid monitoring in secondary containment barriers (2) after with 334.51(b), consisting of: tight fill fittings [334.51 (b)(2)(A)]: spill containment equipment such as Ilquld-tlght catchments, manways, risers, sumps [334.51 (b)(2)(B): overflll prevention eqUipment such as automatic shu1 off valves or flow restrlctors 􀁾Washington Environmental Deficiencies ofthe Existing Airport Underground Fuel Storage and Dispensing Systems EPA and TNRCC Requirements: • Either double-wall UST or UST installed in a containment vessel or UST encased in a corrosion proof material (Currently only required for new construction in Texas) • Requirement for installation of corrosion protection system on all USTs • Installation of positive overflow prevention systems on all USTs • Leak detection alarm system installed for all USTs • Requirement for tightness testing ofUST and underground piping • Requirement for spill protection and collection device or berming • TNRCC requirement for gasoline vapor entrapment and collection in air quality non-attainment areas (greater Dallas-Ft Worth) • TNRCC reporting, clean-up, and close-out requirements • OSHA requirement for emergency shut-off switch, alarm, and eyewash unit " Washington Reasons to Replace Underground Fuel Storage Tanks • Probability that TNRCC will allow Natural Attenuation ofexisting fuel contaminated subsurface soils if source is removed • Provides credibility for the Town under the Voluntary Clean-up Program (Innocent Landowner) and allows determination of liability for existing contamination • The existing USTs are old (installed late 50's to early 60's), cathodic corrosion protection systems are marginal on old tanks, and they must be replaced eventually • The new Texas Risk Reduction Program (TRRP) will institute more flexible yet possibly stricter standards required for corrective action and clean-up levels • Eventually, TNRCC will adopt current EPA (interstate) standards • The Airportrrown needs a system to control fuel storage operations " Washington Replacement of Existing Underground Fuel Storage and Dispensing Systems Estimate to Upgrade System in Accordance with Current TNRCC Standards: • UST Excavation & Removal (@$3000/tank) $ 54,000 • Double Wall Storage Tanks (@$2.50/gal installed) $ 875,000 • Surface Containment Structures & OIW Separator $ 40,000 • New Controls, Vapor Cap and Equipment $ 350,000 • Clean Backfill & Haul $ 8,000 • Miscellaneous (permits, shoring & barricades) $ 7,000 • Contingencies (20%) $ 266,000 • Total $1,600,000 Note: Replacement costs are for the existing operating tanks, assuming all pumps, meters, piping, and valves are not salvageable and are to be replaced during double wall tank installation (18 USTs must be removed to provide room for the replacement tanks). Does not include costs for environmental remediation of contaminated soil and groundwater; however, TNRCC may require some subsurface clean-up prior to installation. " Washington New Bulk Fuel Storage and Dispensing Facility New Facility Construction Estimate: • Site work, Pavement, and Utilities $ 195,000 • Containment Structure and Pad $ 180,000 • Storage Tanks and Piping (@$2.00/gal installed) $ 800,000 • Controls and Equipment $ 450,000 • Cover and Structure $ 145,000 • Contingency (10%) $ 1802000 • Contract Construction Total $1,950,000 Note: New construction consists of sixteen 25,000 gal tanks in a stand-alone, covered facility. --........-$1 al al al al 􀁾􀁉􀀠a! 􀁡􀁾􀀠􀁯􀁾􀀠0'" 0'" 0" 0'" 0'" 010 􀁾􀁾􀁉􀁾􀁉􀁾􀁾􀁾􀁾􀁉􀁾􀁾􀁾􀁩􀁾􀀠􀁾􀀠􀁉􀁊􀀮􀀭􀀭􀁾􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀡􀀠-... -... •I •I I I " Washington New Airport Fuel Storage and Dispensing Facility Off-Load Systems: • Overflow protection with automatic valve closure and pump stop • Infrared particle contamination monitor with pump stop • Fuel filter with water separator and high level/pressure shut-off • Digital fuel flow meter Fuel Dispensing Systems: • Final in-line filter • Truck fdl auto shut-off • Dispensing unit reader and digital fuel flow meter Facility Safety Systems: • Remote emergency pump shut-off switch • Emergency alarm system, direct connection to police & fire • Fuel product leak detection system with alarm • Vehicle-facility grounding system • Full washdown capability • Oil-water separator connected to containment areas • Emergency eye wash units • Fire protection system • Integrated control panel " Washington Underground Fuel Storage and Dispensing System Upgrade Costs at other locations • Replace & Upgrade a Two-UST Fuel System at McKinney Municipal Airport, December 1999, Total Construction Cost: $198,782 • Replace and Remove UST Fuel System with Two 20,000 bbl AboveGround Jet Fuel Storage Tanks at Phoenix ANG Base, August 1998, Total Construction Cost: $4.750 million, or about $95,250 per 25,000 gal of storage/equip • Replace UST with Above-Ground Storage Tanks at Denton Municipal Airport: $42,000 to pull four 12,000 gal USTs (no clean-up) and $260,000 to install four 12,000 gal Above-Ground Tanks • Two new 4,000 bbl Above-Ground Jet Fuel Storage Tanks for SW A at El Paso International Airport, June 2001, Total Construction Cost: $3.1 million, including equipment, piping, and QC/Operations Building, or about $180,000 per 25,000 gal of storage/equip " Washington SUMMARY • Majority oftanks are over 30 years old and may be leaking • Thousands of gallons of fuel has been released to the environment • A spill of 1500 gallons occurred within the last month • Currently, 10 of29 tanks are not being used, but contain fuel • Soil and perhaps ground water contamination are migrating to the West under the THangars and to the East, under the road • Remediation will be required by the TNRCC; natural attenuation is a very probable option. But, COMPLETE definition of the extent of contamination must be identified • Tank farm is not complying with current regulations • Either the existing system must be brought into compliance or a new facility constructed • A new, aesthetic and compliant fuel farm can be constructed at costs similar to major renovation of the existing tank farm GWashington 􀁉􀁉􀁉􀁩􀁕􀁓􀁬􀁲􀁩􀁡􀁾􀀱􀁬􀀤􀁓􀀠Wednesday, February 27, 2002 WGI Project No. 25361 QP&ES 02-E002 Mr. Mark Acevedo Administrator Facilities & Fleet Services Town of Addison P.O"Box 9010 Addison, TX 75001-9010 PROPOSED SCOPE OF WORK FOR SUPPLEMENTAL CONSULTATION SERVICES PHASE II ENVIRONMENTAL SITE ASSESSMENT ADDISON AIRPORT FUEL FARM ADDISON, TEXAS 􀁾􀀠d,' Dear Mr. Acevedo: In accordance with your instructions during our meeting February 20, we are forwarding to you our proposal to provide supplemental consult ion services to assist the Town of Addison in developing a strategy for managing the Fu Area at Addison Airport, Background The Town of Addison retained Washington Grou International, Inc., (Washington) to conduct a Phase II Environmental Site Assessment f the Fuel Area at Addison Airport. We conducted a soil vapor survey and some limite soil and groundwater sampling and testing to gain a general understanding of baseline ubsurface conditions for hydrocarbon contamination. The preliminary findings of the first ortion Tasks 1 to 4) of the study were presented to the Town during a meeting 0 20,2002. The preliminary findings indicated the presence of hydrocarbons In groundwater at concentrations exceeding Texas Natural Resource Conservation Commission (TNRCC) Action Limits, or those concentrations above which TNRCC requires additional investigation and/or remediation. Based on these findings, the Town directed us to develop a program for presentation to the Town Council and cost estimates for possible Fuel Area upgrading or new construction. The scope of work and pricing to comply with the Town's directive is presented in the following sections. The Town also directed us to develop the final scope of work to complete the remaining Phase 1\ ESA work, which consists of complete delineation of the extent and magnitude of the subsurface contamination, The scope of work to complete the remaining work will be submitted under separate cover. ,,.SGW. S.., Howb:lr1 Pkwy. s. HollltDn.'TX n042 • P.O. &.i: 1211 Houston, TX 7125M231 • Phone: (281) 52!HOOO • I";,u;: (281) 529-8966 􀁷􀁷􀁷􀀮􀁾􀁬􀁮􀁴􀁣􀁯􀁭􀀠 Mr. Mark Acevedo Wednesday, February 27, 2002 Page 2 Scope of Work We will conduct three tasks that are in addition to the tasks presented in our December 13, 2001 proposal for the Phase II ESA, consisting of (1) making a presentation to the Town Council to explain the findings to date of our study, (2) g.onducting a detailed regulatory analySiS to identify specific TNRCC underground storage tank regulations for (a) _evaluating Fuel Area compliance and (blldentifying re ulations that must be accounted for in any engineering design work for upgra e or new construction, and (3) developing cost estimates to (a) upgrade the existing Fuel Area to become compliant with TNRCC regulations and to (b) design and build a new Fuel Area. Task 1 -Presentation. We will develop a presentation format that is geared toward graphically demonstrating to the Town Council the extent and magnitude of the subsurface contamination determined to date. We will attempt to make the presentation as simple as possible, bearing in mind the probable non-technical backgrounds of the Council members. Technical issues will be addressed only to the extent necessary to give a general understanding to Council members of the steps taken to derive the data. We will provide handouts of the presentation slides and/or figures for Council members and Town management personnel. The presentation will be conducted with PowerPoint or some similar means of graphically displaying the findings. The actual presentation will be conducted by Washington's Project Manager, Field Manager, and Airport Engineer. We will make the presentation on Wednesday, March 6, 2002, at the 7 p.m. hearing, assuming the current schedule remains the same. Before the Counell hearing begins, we would recommend a dry run of the presentation before Town management personnel. To that end, we have made prOVisions to be at the Town during the normal working hours of March 6. Task 2 -Regulatory Analvsis. During the February 20 meeting, the Town indicated a desire to know the regulatory implications of the Fuel Area operations. Specifically, the desire was stated to know the specific TNRCC regulations by name and number that dictate how the tanks are to be managed. This exercise is necessary in any case to determine vvhich regulations affect either an upgrading program for the existing tanks or a designlbuild scenario for a new tank farm. Washington's Airport Engineer will need to know the specific design requirements that are stated in the regulations for either scenario. 􀁾􀀠We will conduct a thorough review of the regulations found in Texas Administrative Code 334, Underground and Aboveground Storage Tanks, to i ntify those regulations pertaining to design and operations criteria. Additionally, to the ent possible, we will identify those regulations that appear to be violated by the Fuel Ar operations. We do not have detailed operation logs and tank system design drawings, this effort will be based on vvhat we could see at the surface during previous reconnaissance of the Fuel Area and a general understanding of operational histOries. We will not address tank registration, fees, or other administrative criteria that, although important, are not germane to this effort. When necessary for purposes of clarification, we will also speak with TNRCC personnel to gain an understanding of their interpretation of the regulations. We will speak with agency personnel in a generic sense without reference to the Town. Mr. Mark Acevedo Wednesday, February 27, 2002 Page 3 Task 3 -Cost Estimate!!.1 Based on the specific regulations of 30 TAC 334 and good engineering practice, our 􀁾􀁲􀁰􀁯􀁲􀁴􀀠Engineer will develop two cost estimates, one to upgrade the existing Fuel Area 􀁡􀁾􀀧􀀠a second to design and build a new tank farm. We will not take into consideration reme iation costs since we do not know what, if any, remedial actions will be required by TNRC . The Airport Engineer will develop some basic drawings in CAD to assist in establishing an upgrade and design basis, but we have made no provisions for development of (IIetailed construction drawings and related documents (P&!Ds, isometrics, PFDs, materi1! takeoffs, bid tabs). Price The Lump Sum price to conduct Task 1 through Task 3 as one program is $9900 _ This price includes (1) labor for development of the presentation, development of the cost ,estimates and associated drawings, regulatory analysis, and the actual presentation; and (2) expenses for travel from Denver and Houston, including food and lodging, and reproduction for presentation matTial handouts. Scope of Work Acceptance If you accept this scope of work, please sign below or forward us a signed Purchase Order or similar authOrizing document that references this Scope of Work. This work will be conducted as a supplement to th agreement for the Phase II ESA, as previously approved by Mr. Ron Whitehead. Closing Remarks We are pleased to have is opportunity to serve the Town of Addison and to demonstrate our breadth of capabllities. We look forward to working with you. Sincerely, WASHINGTON GROUP INTERNATIONAL TNRCC RCAS 00169& /f-. :t-p.Manager of Environmental Services TNRCC CAPMOO385 Accepted By: ----:----;-:c:;-::--:----:---------Ron Whitehead City Manager Date: Jim Pierce From: paul.wild@wgint.com Sent: Wednesday, February 27, 2002 3:23 PM To: Macevedo@Ci. Addison. Tx. Us Cc: Jpierce@Ci. Addison. Tx. Us; David_Pearce@staubach. com; Samuel G Lundgren; Ron Bowlin Mark, thanks for the call. As I mentioned on the phone, we see the project developing in the following fashion: 1. Make the presentation to the Council and get any feedback that we can reasonably address in the final report for the first part of our study. 2. Provide final report on the study the week after the presentation, in the 3/11 to 3/13 timeframe. 3. Allow Town to digest report. 4. Conference call between Town and Washington sometime during the week of 3/18 at Town's convenience to discuss final scope of work. Three items to include in discussion: (a) possibility of using existing monitoring wells to support the study; (b)plan for accessing street and adjacent properties to complete the soil gas survey; (c) estimate the final number of borings and wells with associated testing needed to characterize characterize extent and magnitude of subsurface contamination. 5. Develop final scope of work based on agreed program from conference call. Submit late in week for week of 3/18 or early week of 3/25. 6. Assuming final approval, proceed with second part of study early April. I hope this helps. Let me know if anything needs clarification. Thanks for your feedback. 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