Brenner Richard C, Magar Victor S, Ickes Jennifer A, Foote Eric A, Abbott James E, Bingler Linda S, Crecelius Eric A
National Risk Management Research Laboratory, U.S. Environmental Protection Agency, 26 West Martin Luther Kirng Drive, Cincinnati, Ohio 45268, USA.
Environ Sci Technol. 2004 Apr 15;38(8):2328-37. doi: 10.1021/es030650d.
Natural recovery of contaminated sediments relies on burial of contaminated sediments with increasingly clean sediments over time (i.e., natural capping). Natural capping reduces the risk of resuspension of contaminated surface sediments, and it reduces the potential for contaminant transport into the food chain by limiting bioturbation of contaminated surface or near-surface sediments. This study evaluated the natural recovery of surface sediments contaminated with polychlorinated biphenyls (PCBs) at the Sangamo-Weston/Twelvemile Creek/Lake Hartwell Superfund Site (Lake Hartwell), Pickens County, SC. The primary focus was on sediment recovery resulting from natural capping processes. Total PCB (t-PCB), lead-210 (210Pb), and cesium-137 (137Cs) sediment core profiles were used to establish vertical t-PCB concentration profiles, age date sediments, and determine surface sedimentation and surface sediment recovery rates in 18 cores collected along 10 transects. Four upgradient transects in the headwaters of Lake Hartwell were impacted by historical sediment releases from three upgradient sediment impoundments. These transects were characterized by silt/ clay and sand layering. The highest PCB concentrations were associated with silt/clay layers (1.8-3.5% total organic carbon (TOC)), while sand layers (0.05-0.32% TOC) contained much lower PCB concentrations. The historical sediment releases resulted in substantial burial of PCB-contaminated sediment in the vicinity of these four cores; each core contained less than 1 mg/kg t-PCBs in the surface sand layers. Cores collected from six downgradient Lake Hartwell transects consisted primarily of silt and clay (0.91-5.1% TOC) and were less noticeably impacted by the release of sand from the impoundments. Vertical t-PCB concentration profiles in these cores began with relatively low PCB concentrations at the sediment-water interface and increased in concentration with depth until maximum PCB concentrations were measured at approximately 30-60 cm below the sediment-water interface, ca. 1960-1980. Maximum t-PCB concentrations were followed by progressively decreasing concentrations with depth until the t-PCB concentrations approached the detection limit, where sediments were likely deposited before the onset of PCB use at the Sangamo-Weston plant. The sediments containing the maximum PCB concentrations are associated with the period of maximum PCB release into the watershed. Sedimentation rates averaged 2.1 +/- 1.5 g/(cm2 yr) for 12 of 18 cores collected. The 1994 Record of Decision cleanup requirement is 1.0 mg/kg; two more goals (0.4 and 0.05 mg/kg t-PCBs) also were identified. Average surface sedimentation requirements to meet the three goals were 1.4 +/- 3.7, 11 +/- 4.2, and 33 +/- 11 cm, respectively. Using the age dating results, the average recovery dates to meet these goals were 2000.6 +/- 2.7, 2007.4 +/- 3.5, and 2022.7 +/- 11 yr, respectively. (The 95% prediction limits for these values also are provided.) Despite the reduction in surface sediment PCB concentrations, PCB concentrations measured in largemouth bass and hybrid bass filets continue to exceed the 2.0 mg/kg FDA fish tolerance level.
受污染沉积物的自然恢复依赖于随着时间的推移,用越来越清洁的沉积物掩埋受污染的沉积物(即自然覆盖)。自然覆盖降低了受污染表层沉积物再悬浮的风险,并且通过限制受污染表层或近表层沉积物的生物扰动,减少了污染物进入食物链的可能性。本研究评估了南卡罗来纳州皮肯斯县桑加莫 - 韦斯顿/十二英里溪/哈特韦尔湖超级基金场地(哈特韦尔湖)受多氯联苯(PCBs)污染的表层沉积物的自然恢复情况。主要关注的是自然覆盖过程导致的沉积物恢复。利用总多氯联苯(t - PCB)、铅 - 210(210Pb)和铯 - 137(137Cs)沉积物岩心剖面,来建立垂直t - PCB浓度剖面、确定沉积物年代,并测定沿10条样带采集的18个岩心中的表层沉积和表层沉积物恢复速率。哈特韦尔湖上游源头的四条样带受到来自三个上游沉积物蓄水池历史沉积物排放的影响。这些样带的特征是粉砂/粘土层和砂层分层。最高的多氯联苯浓度与粉砂/粘土层相关(总有机碳(TOC)为1.8 - 3.5%),而砂层(TOC为0.05 - 0.32%)中的多氯联苯浓度要低得多。历史沉积物排放导致这四个岩心附近受多氯联苯污染的沉积物大量被掩埋;每个岩心表层砂层中的t - PCBs含量均低于1毫克/千克。从哈特韦尔湖下游六条样带采集的岩心主要由粉砂和粘土组成(TOC为0.91 - 5.1%),受蓄水池砂排放的影响不太明显。这些岩心中垂直的t - PCB浓度剖面在沉积物 - 水界面处开始时多氯联苯浓度相对较低,随深度增加而升高,直到在沉积物 - 水界面以下约30 - 60厘米处(约1960 - 1980年)测得最高的多氯联苯浓度。最高t - PCB浓度之后随深度逐渐降低,直到t - PCB浓度接近检测限,此处的沉积物可能是在桑加莫 -韦斯顿工厂开始使用多氯联苯之前沉积的。含有最高多氯联苯浓度的沉积物与多氯联苯向流域最大排放量的时期相关。在采集的18个岩心中,有12个岩心的沉积速率平均为2.1±1.5克/(平方厘米·年)。1994年的决策记录清理要求为1.0毫克/千克;还确定了另外两个目标(0.4和0.05毫克/千克t - PCBs)。达到这三个目标的平均表层沉积要求分别为1.4±3.7厘米、11±4.2厘米和33±11厘米。利用年代测定结果,达到这些目标的平均恢复日期分别为2000.6±2.7年、2007.4±3.5年和2022.7±11年。(还提供了这些值的95%预测限。)尽管表层沉积物中多氯联苯浓度有所降低,但在大口黑鲈和杂交鲈鱼片测得的多氯联苯浓度仍超过美国食品药品监督管理局(FDA)规定的2.0毫克/千克鱼类耐受水平。