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2013-017
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Last modified
10/27/2015 10:43:09 AM
Creation date
10/1/2015 5:06:15 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
01/22/2013
Control Number
2013-017
Agenda Item Number
8.D.
Entity Name
Ardaman and Associates
Subject
Intersection Improvements
Quality Control
Area
43rd Avenue and SR 60 Intersection 18th Street to 26th Street
Project Number
0853
Supplemental fields
SmeadsoftID
11702
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PCA as Intersection of SR 60 and 43rd Avenue - 2 - <br /> Ardaman Proposal No . 12-3836 <br /> I . Preliminary Contamination Assessment <br /> The initial assessment activities and laboratory analyses described below are designed to <br /> preliminarily explore subsurface conditions , and adhere to the criteria established in FAC 62-770 . <br /> All samples collected during this assessment will be provided to a National Environmental <br /> Laboratory Accreditation Conference ( NELAC) certified laboratory for analysis . <br /> The proposed environmental activities will produce various investigation-derived wastes ( IDW ) <br /> including but not limited to: decontamination fluids ; soil cuttings ; well development water; and well <br /> purge water. We have assumed that IDW can be handled as non -hazardous . For budgetary <br /> purposes, we have included an allowance for drumming IDW as necessary. <br /> A. Soil Sampling , Soil Screeninq and Analytical Testing <br /> Up to 70 auger borings will be conducted to a depth of 2 to 3 feet below the encountered <br /> groundwater table or to a maximum depth of 7 feet at accessible locations within the existing <br /> and/ora right-of-way expansion areas adjacent to the sites identified in the CSER as <br /> having "medium" and "high" potential for contamination . The auger borings will be conducted <br /> using a 3-inch diameter, hand-held bucket auger. Soil samples will be obtained during <br /> performance of the borings at approximate 2-foot intervals . These samples will be placed in <br /> 16-ounce glass sample jars , half-filled , in general accordance with FAC 62-770 . A sample of soil <br /> gas will be withdrawn using the vacuum pump of an organic vapor analyzing (OVA) device <br /> (Century 128 OVA) . Soil samples collected will also be observed for indications of stains, <br /> sheens and unusual odors . A summary of the proposed number and approximate location of the <br /> borings is provided in the following table . <br /> . . <br /> Site Address (ProxIMIty,to -Intersection) Proposed Number and Location=of Borings <br /> IN <br /> Mark's Mobil 4310 2e Street (Northwest Comer) Four along 43'" Avenue and four along 20th Street <br /> Former Texaco / Lenny's Lounge 4315 20"' Street (Southwest Comer) Four along 43'" Avenue and four along 20"' Street <br /> Former FINA #6644/Mobil 4395 20'" Street (200 Feet West) Four along 20th Street <br /> Former Union 76 4233 20"' Street (Southeast Comer) Four along 43 d Avenue and four along 20th Street <br /> Cumberland Farms 1925 43rdAvenue (500 Feet South) Four along 43rd Avenue <br /> Indian River Farms WCD 4400 20th Street (Northwest Comer) Four along 43'" Avenue and four along 20th Street <br /> Quick Snack and Coin Laundry 4236 20th Street (Northeast Comer) Four along 43'" Avenue and four along 20th Street <br /> Mermaid Car Wash 1935 43'" Avenue (450 Feet South) Three along 43'" Avenue <br /> MMMMMOMMW <br /> Strip Shopping Center 4201 - 4211 20th Street (200 Feet East) Five along 20th Street <br /> (Vero Beach Dry Cleaners <br /> In addition , up to 12 soil samples will be collected from select boring locations for chemical <br /> analyses . The samples will be "grab" samples obtained from locations and depths that Will be <br /> determined based on the results of the soils screening and/or proximity to sites most likely <br /> believed to have contamination . The samples will be submitted for chemical analyses by EPA <br /> Methods 8020 and 8270 and for TRPH by the FL-PRO method . Additionally, up to six of the <br /> samples will also be analyzed by EPA Method 8010 . <br /> Be Groundwater SamDling Wells <br /> Temporary groundwater sampling wells will be installed at locations determined based on findings <br /> during the assessment. For budgeting purposes , we have preliminarily assumed up to 26 <br /> shallow wells (to a maximum depth of 10 feet) will be needed to explore for the presence of <br /> groundwater contamination . The locations of the wells and actual depths will be determined <br />
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