科技报告详细信息
Closure Report for Corrective Action Unit 516: Septic Systems and Discharge Points
NSTec Environmental Restoration
关键词: CLAYS;    CLOSURES;    CONSTRUCTION;    DECONTAMINATION;    ENVIRONMENTAL PROTECTION;    HYDROCARBONS;    MINIMIZATION;    NEVADA TEST SITE;    PETROLEUM;    RECOMMENDATIONS;    SECURITY;    SOILS;    TANKS;    WA;   
DOI  :  10.2172/917779
RP-ID  :  DOE/NV--1194
RP-ID  :  DOE/NV/25946--134
PID  :  OSTI ID: 917779
Others  :  TRN: US0805117
学科分类:核能源与工程
美国|英语
来源: SciTech Connect
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【 摘 要 】

Corrective Action Unit (CAU) 516 is located in Areas 3, 6, and 22 of the Nevada Test Site. CAU 516 is listed in the Federal Facility Agreement and Consent Order of 1996 as Septic Systems and Discharge Points, and is comprised of six Corrective Action Sites (CASs): {sm_bullet} CAS 03-59-01, Bldg 3C-36 Septic System {sm_bullet} CAS 03-59-02, Bldg 3C-45 Septic System {sm_bullet} CAS 06-51-01, Sump and Piping {sm_bullet} CAS 06-51-02, Clay Pipe and Debris {sm_bullet} CAS 06-51-03, Clean Out Box and Piping {sm_bullet} CAS 22-19-04, Vehicle Decontamination Area The Nevada Division of Environmental Protection (NDEP)-approved corrective action alternative for CASs 06-51-02 and 22-19-04 is no further action. The NDEP-approved corrective action alternative for CASs 03-59-01, 03-59-02, 06-51-01, and 06-51-03 is clean closure. Closure activities included removing and disposing of total petroleum hydrocarbon (TPH)-impacted septic tank contents, septic tanks, distribution/clean out boxes, and piping. CAU 516 was closed in accordance with the NDEP-approved CAU 516 Corrective Action Plan (CAP). The closure activities specified in the CAP were based on the recommendations presented in the CAU 516 Corrective Action Decision Document (U.S. Department of Energy, National Nuclear Security Administration Nevada Site Office, 2004). This Closure Report documents CAU 516 closure activities. During closure activities, approximately 186 tons of hydrocarbon waste in the form of TPH-impacted soil and debris, as well as 89 tons of construction debris, were generated and managed and disposed of appropriately. Waste minimization techniques, such as field screening of soil samples and the utilization of laboratory analysis to characterize and classify waste streams, were employed during the performance of closure work.

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