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TO : Paul Shriner and Jan Matuszko, EPA FROM : Tim Havey and Kell y DATE: June 23, 2008 SUBJECT: California Offshore I ntake Structures with Velocity Caps Cooling water intake structures located in deeper offshore waters may offer impingement and/or entrainment (I&E) reductions when compared with a similar intake structure located at the shoreline. I&E reductions may

be achieved the water body, although this is somewhat dependent on local aquati When compared with a shoreline intake, an offshore l also alter the I&E species profile. Any impingement reductions realized by the intake’s phy

sical locatio cap , which change s the intake water vector from vertical to horizontal, thus enabling larger fish to detect the current and escape. Im

pingement reductions observed at velocity cap facilities along the southern California Bight have been gen percent. These reduction values must be qualified, however, based on the methods used to collect and analy ze the samples as well as the species on which the reduction is calculated. Ear the 1958 El Segundo Generating Station important species only

, leaving aside forage and non value. Velocity cap performance ma y var

y significantly based on temporal or local factors. Significant diurnal fluctuations in impingement rates have been observed with nighttime performance often well below day time values

. At Huntington Beach Generating Station (HBGS), for example, obser impingement rates were 12 to 37 percent higher during nighttime collection. In addition, there are several factors that may influence velocity cap effectiveness and may be unique to southern California’s facilities:

 It is worth noting that c oastal w long

- term periodic shifts in ocean temperatures that can affect the potentially

affected b y the intake. Two major climatic factors, the Pacific Decadal Osc



### MEMORAN DUM

Paul Shriner and Jan Matuszko, EPA

and Kell y Meadows

California Offshore I

ntake Structures with Velocity Caps Cooling water intake structures located in deeper offshore waters may offer impingement and/or

reductions when compared with a similar intake structure located at the shoreline. I&E reductions may

be achieved through the intake’s location in less productive, less sensitive areas of the water body, although this is somewhat dependent on local aquati c life and physical characteristics. When compared with a shoreline intake, an offshore l ocation may reduce overall I&E also alter the I&E species profile. Any impingement reductions realized by the intake’s phy

sical locatio n are increased the intake water vector from vertical to horizontal, thus enabling larger fish to detect Im pingement reductions observed at velocity cap facilities along the southern California Bight have been gen erally been significant, with overall reductions ranging from 65 to 95 percent. These reduction values must be qualified, however, based on the methods used to collect and analy ze the samples as well as the species on which the reduction is calculated. Ear the 1958 El Segundo Generating Station report , tended to focus on commercially and recreationally important species only

, leaving aside forage and non

- use species that were presumed to be of little

y var y significantly based on temporal or local factors. Significant diurnal fluctuations in impingement rates have been observed with nighttime performance often well below

At Huntington Beach Generating Station (HBGS), for example, obser impingement rates were 12 to 37 percent higher during nighttime collection. In addition, there are several factors that may influence velocity cap effectiveness and may be unique to

oastal w aters along the southern California Bight are subject to short and term periodic shifts in ocean temperatures that can affect the number and composition of species potentially

affected b y the intake. Two major climatic factors, the Pacific Decadal Osc

- 1

- Cooling water intake structures located in deeper offshore waters may offer impingement and/or

reductions when compared with a similar intake structure located at the shoreline. intake’s location in less productive, less sensitive areas of

c life and physical characteristics. ocation may

reduce overall I&E rates but may

n are increased by

the velocit

y the intake water vector from vertical to horizontal, thus enabling larger fish to detect Im pingement reductions observed at velocity cap facilities along the southern reductions ranging from 65 to 95 percent. These reduction values must be qualified, however, based on the methods used to collect and analy ze the samples as well as the species on which the reduction is calculated. Ear lier studies, such as , tended to focus on commercially and recreationally use species that were presumed to be of little

y var y significantly based on temporal or local factors. Significant diurnal fluctuations in impingement rates have been observed with nighttime performance often well below

At Huntington Beach Generating Station (HBGS), for example, obser ved
In addition, there are several factors that may influence velocity cap effectiveness and may be unique to
aters along the southern California Bight are subject to short and number and composition of species potentially

affected b y the intake. Two major climatic factors, the Pacific Decadal Osc illation (PDO)- 2

-

and the El Niño Southern Oscillation (ENSO), can significantly raise or lower water temperatures compared with long

- term averages

. During the El Niño phase of the ENSO, warmer waters from the south generall y replace the cooler water of the C alifornia Current along the bight. During the L a Niña phase, the pattern may shift and result in colder than normal temperatures. Each shift has the potential to alter the species mix in the vicinity of the intake, with El Niño cy cles driving cold water species further from shore and into areas where they may be affected b y the intakes. Effects of El Niño/L a Niña events may be magnified or moderated depending on the concurring phase of the PDO, which may

take 20

- 30 years to complete a full cy cle . Temperat

ures may fluctuate by

2.5° F or more during the event peaks. Comparisons between historical and current information do show differences in species abundance, although a direct correlation is difficult.

 Benefits of offshore intakes with respect to entrainm ent have not been studied in as much detail as impingement, although recent sampling efforts b y several facilities offer a substantial data set from which entrainment reductions may be calculated.

 Several of California’s southern coastal facilities with offshore intakes are located in areas with rocky substrates that support giant kelp forests . These kelp forests support larger nursery and spawning areas offshore than are generally found off the Atlantic coast.

 Some entrainment analyses have noted that entrainment rate comparisons between offshore and shoreline locations may

not accuratel y reflect actual impact reductions when evaluating all taxa instead of target or relevant species. Changes in currents due to ENSO or other climatic events may result in the presence of some species that are not native to the area and are effectively “dead” despite their potential for entrainment. Conclusions presented by several facilities that have completed their most recent sampling analy ses are ty pically discussed in terms of population level impacts as opposed to percentage reductions. Because the Phase II rule has been suspended, the facilities have reverted to the previous BPJ

- based permitting approach . Based on EPA’s 1977 guidance document, they have sought to quantify whether AE I was occurring as a result of the intake structure’s operation and whether that impact was “significant

. ” As such, performance is broadly based on whether these impacts are significant or not instead of the “percent reduction” approach used in Phase II. Nevertheless, d ata are available from which to calculate percentage reductions from different baseline or relative values. Huntington Beach Generating Station (HBGS)

— Huntington Beach, CA Intake Description:

 Single intake located 1,500 f eet from shore in Pacific Ocean

 Velocity

cap approximately 18 feet below MLL W and 5 feet above intake riser

 Large marine life exclusion

 Intake velocity : 2.8 fps (at cap)

 Design flow: 517 mgd- 3

-

Velocity cap impingement studies conducted at HBGS have been among the more comprehensive and rigorous of all the southern California facilities. This is due, in part, to its selection by Southern California Edison (SCE) as a model facility to use in deter

mining velocity

cap effectiveness at its other facilities in the region, including the El Segundo, Ormond Beach and Redondo Beach generating stations. Other facilities with velocity caps (Scattergood and SONGS) have also used data collected at HBGS as part of their own effectiveness studies. The initial study

at HBGS was conducted by the University of Washington from 1978 through 1979 and consisted of seven trial periods with 123 hourly impingement estimates as well as source water abundance estimates usi ng hydroacoustic sampling techniques. V elocity cap performance w as calculated by comparing impingement the relative impingement rates of a capped versus uncapped intake . This was done by

reversing the intake and discharge locations , both of which are located offshore in the same general area. Intake tunnels were purged of an y resident fish prior to testing by injecting chlorine into the tunnel. Results from the comparative tests showed the velocity cap was effective in reducing imp ingement by as much as 99% during they day but as low as 53% at night. Overall effectiveness averaged 82% for all sampling events regardless of time. As part of its NPDES permit requirements, HBGS has continued impingement monitoring during all heat treatm ents and representative operating periods. Entrainment analyses were not conducted at HBGS in the late 1970s. Rather, data collected at two other SCE facilities (Ormond Beach and SONGS) were used to extrapolate HBGS entrainment rates based on local condit ions. Entrainment performance was not calculated because source water reference s were not developed on which any reduction could be based. HBGS conducted additional I&E sampling in 2003 and 2004 as part of its relicensing agreement wit h the state. These s amples included source water abundance monitoring for both I&E at several reference monitoring stations located near the intake and along the shoreline. Because these data were considered representative of current conditions, HBGS did not collect additional data in order to comply with Phase II CDS requirements. Various models were used to estimate entrainment impacts relative to the source water. Depending on the target species, AEL, FH, and ETM methods were used to estimate the percent mortality (Pm), w hich, in turn, provided the basis for APF estimates. 1 HBGS proposed to use this method to determine the calculation baseline and any existing design credits under Phase II. HBGS concluded that I&E impacts were not significant, although raw data supporting this determination were not available for review. Presumably, data collected in 2003 and 2004 would be able to show entrainment rates relative to the source water body abundance. HBGS also conducted an entrainment survival study (through condenser), but results are not yet available.

1 AE L = Adult Equivalent Loss, FH = Fecundity Hindcasting, ETM = Empirical Transport Model, APF = Area of Production Forgone. These are methods of normalizing I&E data from eggs and larvae to something meaningful. Unfortunately, the numbers have a tendency of saying just about anything when you’re dealing with large populations.- 4

-

Scattergood Generating Station (SGS)

— Los Angeles, CA Intake Description:

 Single intake located 1,600 feet from shore in Santa Monica Bay

 Velocity

cap approximately 17 feet below MLL W

 Large marine life exclusion (installed February 2008)

 Intake velocity : 1

. 5 fps (at cap)

 Design flow: 495 mgd Site

- specific evaluations of the SGS velocity cap’s impingement performance were first conducted in the early 1970s when a storm damaged the original velocity cap. The cap was removed and, at the request of California Department of Fish and Game, left off so as to allow a comparison of impingement rates between the capped and uncapped intake. Using a biomass metric nor malized to the intake flows reported during the monitoring periods, SGS estimated the velocity cap’s impingement reduction effectiveness at 83% compared with the uncapped intake. As part of its NPDES permit requirements, SGS has continued impingement monit oring during all heat treatments and representative operating periods. The most recent velocity

cap effe ctiveness study at SGS was conducted in 2006 as part of Phase II CDS compliance. This study

again compared the performance of a capped versus uncapped intake by reversing the operating flows ; i.e., the intake becomes the discharge, and vice versa. Unlike the previous analy sis, the 2006 study

included source water reference monitoring using hydroacoustic sampling techniques to estimate aquatic biomass abu ndance and distribution. Over a 12

- week period, impingement data were collected under normal operating conditions (with cap) and reverse flow (without cap), alternating every two weeks. Source water characterizations were augmented with impingement samplin g at reference monitoring stations along the shoreline and in the vicinity of the intake. Using these data as well as weekly impingement monitoring information , normalized based on intake flow , the SG S velocity

cap effectiveness was calculated at 95% usin g a biomass metric and more than 97% based on abundance. Entrainment analyses at SGS were first conducted in 1978 but only focused on commercially

and recreationally

important species. As part of its Phase II CDS compliance requirement, SGS conducted additio nal entrainment monitoring in 2006 . Samples were collected from the intake structure as well as several reference stations along the shoreline and in the vicinity of the intake structure. I

n contrast to the 1978 efforts, all taxa were identified as acc urately as possible. Various models were used to estimate entrainment impacts relative to the source water. Depending on the target species, AEL, FH, and ETM methods were used to estimate the percent mortality (Pm), which, in turn, provided the basis for APF estimates. SGS proposed to use this method to determine the calculation baseline and any existing design credits under Phase II. An aggregate “percent reduction” value is not explicitly

presented in the final report, although raw data are available fro m both the intake and reference stations that would enable such a determination.- 5

-

SGS bases its discussion of entrainment impacts on guidelines set forth in EPA’s 1977 guidance document, which categorizes AEI as significant or insignificant relative to the known source populations. SGS concludes that the current intake’s impacts are insignificant. El Segundo Generating Station (ESGS)

— El Segundo, CA Intake Description:

 Two intakes located 2,600 feet from shore in Santa Monica Bay (only one operational)

 Vel ocity

cap approximately 15 feet below MLL W

 Intake velocity : 2.4 fps (at cap)

 Design flow: 399 mgd The original velocity cap effectiveness study at ESGS was conducted in 1958 and consisted of a full ye ar of impingement monitoring before and after the velo city cap was installed. As with other earlier studies, the 1958 analysis primarily focused on commercially

and recreationally important species and excluded forage and non

- use species. A comparison between the before and after periods showed an impingement reduction of 95% using a biomass metric. Original data are not available and cannot be reviewed to determine relative species abundance. Source water sampling was not conducted. Impingement sampling was conducted in 2006

- 2007 as part of Phase II CDS comp liance, but ESGS did not perform a site

- specific analysis of its velocity cap effectiveness. Instead, it relies on extrapolations from the previous HBGS study and the more recent SGS study . The relative close proximity between ESGS and SGS would appear to support similar conclusions for velocity cap effectiveness. Entrainment analyses were not conducted at ESGS in the late 1970s. Rather, data collected at Ormond Beach were used to extrapolate ESGS entrainment rates based on local conditions. These data are not considered reliable for ESGS because of the distance separating the two facilities (60 miles) and the sample collection and analysis methods used that the time. Entrainment performance was not calculated because source water references were not develo ped on which a reduction could be based. ESGS did conduct additional entrainment monitoring as part of Phase II CDS compliance. Samples were collected in the intake forebay as well as at several reference monitoring stations along the shoreline and in the vicinity of the intake. Total entrainment values were estimated based on actual and design flows. Various models were used to estimate entrainment impacts relative to the source water. Depending on the target species, AEL, FH, and ETM methods were used t o estimate the percent mortality (Pm), which, in turn, provided the basis for APF estimates. ESGS proposed to use this method to determine the calculation baseline and any existing design credits under Phase II. ESGS bases its discussion of entrainment i mpacts on guidelines set forth in EPA’s 1977 guidance document, which categorizes AEI as significant or insignificant relative to the known source populations. ESGS concludes that the current intake’s impacts are insignificant.- 6

-

Others SONGS: Awaiting final characterization report from SCE Redondo: Most data and conclusions are extrapolated from ESGS and HBGS; did not conduct a

site specific velocity

cap analy sis Ormond: Awaiting final characterization report