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(12-04-02) Professional Architectural and Engineering Services - Firms Only
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Last modified
2/2/2016 3:57:38 PM
Creation date
2/2/2016 3:57:15 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Professional Architectural and Engin. Svcs
Bid No. (xx-xx-xx)
12-04-02
Project Type (Bid, RFP, RFQ)
RFQ
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D <br /> the city, Alachua County environmental agency, and the Florida Department of Environmental <br /> ProtectionP, with participation by ECT. The total cost for Task 4 was $134,343. <br /> RAPs were also prepared for separate phases of the project. Under Task 5, the cost to complete was <br /> $254,838. <br /> Under Task 6, remediation, the first phase consisted of excavation and <br /> remediation of soils and contaminated groundwater associated with the • <br /> Akira Wood site. Coal tar impacted soils (1,914 tons) were removed and <br /> transported to an approved landfill. Contaminated groundwater (188,000 A . <br /> gallons) was disposed of in the city's wastewater treatment plant (WWTP). `�•` <br /> During the next phase, 4,856 tons of petroleum-contaminated soils andFgli <br /> al- <br /> 100,000 gallons of groundwater were removed and treated. The t�Cc�• �` �1 <br /> groundwater treatment system consisted of sand beds followed by <br /> activated carbon. During the next phase, excavation of the westernmost . - - <br /> �r <br /> stormwater basin, a total of 5,700 tons of soil contaminated with petroleum <br /> and coal tar residues were transported and disposed of at an approved Contamination assessment <br /> landfill. Over 9 million gallons of contaminated groundwater was treated <br /> onsite by sand filtration and activated carbon prior to disposal in the city's WWTP. Task 6 work was <br /> completed in 2006 for $511,902. <br /> Under Task 7, the RAP for the next phase was submitted to the State for approval. This plan called for <br /> the excavation of petroleum- and coal tar-contaminated soils followed by onsite thermal treatment. It <br /> was estimated that 170,000 tons of soil would need to be treated. Contaminated groundwater at the site <br /> was proposed to again be treated by sand filtration and activated carbon system. A National Pollutant <br /> Discharge Elimination System permit was prepared and obtained for discharging a portion of the <br /> treated effluent to Sweetwater Branch and subsequently to Paynes Prairie. Additional effluent was <br /> planned to be discharged to the City's WWTP. It was estimated that 30 to 40 million gallons of <br /> contaminated groundwater would require treatment. $809,252 <br /> ECT subsequently initiated a pilot scale test to evaluate the effectiveness of the thermal treatment <br /> system. The pilot testing failed due to the extremely high BTU content of the contaminated soil. The <br /> treatment method proposed in the RFP was modified to include excavation and hauling to an approved <br /> landfill. <br /> ECT is currently completing remediation at the Poole <br /> ;� >•- <br /> Roofing area and to the south of Depot Avenue. The area ►• � e••=. <br /> being remediated has been excavated to a depth of 50 feet. �� • � `" <br /> The remediation area is dewatered through 106 wells • <br /> surrounding the area at a pumping rate of 300 gallons per >• ' ` '2- , <br /> minute (>432,000 gallons per day). An additional .> f•..l-- • E`'� <br /> dewatering pump has also been installed to remove excess ,• -‘••••&-;-_'z ... �'' <br /> seepage from a sump constructed in the main excavation `1!' g , <br /> area. Water recovered from the dewatering system is r e j r� f .• �' a - . t 1 <br /> sw•processed through sand filters and activated carbon prior <br /> °1,, � <br /> to discharge to Sweetwater Branch. Contaminated soils removed from the site are transported to an <br /> approved landfill for disposal. The cost of this phase, including additional remediation and lake <br /> construction to be completed south of the current site, exceeds $17,000,000. <br /> II <br /> C / PROJECT PROFILE <br /> CIUSERSUYA.\GIAPPDATA1LOCADMICROSOFT INDOWSITEMPORARY INTERNET FILFSICONTENT.OUTLOOI(IOZYSG'IQXISLINISL-PROI.DOC-0i3012 <br />
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