EXHIBIT E: ENVIRONMENTAL REPORT
Table of Contents
TABLE OF CONTENTS
EXHIBIT E: ENVIRONMENTAL REPORT ...... E-1
E1.0 General Description of the Locale...... E1-1 E1.1 Geology and Soils ...... E1-1 E1.2 Climate ...... E1-2 E1.3 Vegetative Cover and Wetlands ...... E1-2 E1.4 Developed Areas ...... E1-2 E1.5 Population ...... E1-2 E1.6 Floods...... E1-3 E1.7 Consultation Conducted with Interested Parties...... E1-3
E2.0 Water Use and Quality...... E2-1 E2.1 General Overview...... E2-1 E2.2 Water Quantity...... E2-2 E2.3 Water Rights...... E2-2 E2.4 Water Use: Existing and Proposed Uses of Project Waters ...... E2-3 E2.5 Historical and Existing Water Quality Resources ...... E2-4 E2.6 Applicable Water Quality Standards and Stream Segment Classifications ...... E2-22 E2.7 Existing Maximum Flow Releases and Water Levels ...... E2-24 E2.8 Existing Resource Management Framework ...... E2-25 E2.9 Consultation Conducted with Interested Parties...... E2-27
E3.0 Report on Fish, Wildlife and Botanical Resources ...... E3-1 E3.1 General Overview...... E3-1 E3.2 Fishery Resources...... E3-1 E3.3 Botanical and Wildlife Resources ...... E3-57 E3.4 Consultation Conducted with Interested Parties...... E3-92
E4.0 Historic and Archaeologic Resources ...... E4-1 E4.1 Historical and Archeological Overview ...... E4-1 E4.2 Existing Resources ...... E4-6 E4.3 Existing Archaeological and Historical Studies ...... E4-7 E4.4 Existing Resource Management ...... E4-8 E4.5 Consultation Conducted with Interested Parties...... E4-9
E5.0 Report on Recreational Resources ...... E5-1 E5.1 Introduction...... E5-1 E5.2 Description of Recreational Resources of the Project and its Vicinity...... E5-5 E5.3 Recreational Resources Management Framework...... E5-7 E5.4 Description of any studies previously conducted or currently underway ...... E5-11 E5.5 Wild and Scenic Rivers...... E5-12 E5.6 Consultation Conducted with Interested Parties...... E5-12
E6.0 Report on Land Management and Aesthetics ...... E6-1 E6.1 General Overview...... E6-1 E6.2 Description of Existing Development and Use of Project Land...... E6-1 E6.3 Land Management Framework...... E6-2 E6.4 Description of any studies previously conducted or currently underway ...... E6-4 E6.5 Consultation Conducted with Interested Parties...... E6-5
E7.0 List of Literature ...... E7-1 E7.1 List of Literature...... E7-1
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E-i SS/1181rr List of Tables
LIST OF TABLES
Table E2-1: Summary of Surface Rights Allocated to Lake Entiat by WDE...... E2-3 Table E2-2: Average Values for Water Quality Monthly Grab Samples at WDE Monitoring Station Below Rock Island Dam (1977 - 1990) ...... E2-6 Table E2-3: Top Priority Water Quality Concerns for Columbia River Reach Grand Coulee to Snake River ...... E2-17 Table E2-4: Average, Minimum and Maximum Values of TDG in the Forebays and Tailraces and Changes in Percent TDG from Forebay to Tailrace at Rocky Reach and Rock Island Dams, 1997 ...... E2-21 Table E2-5: Summary of Washington Department of Ecology Water Quality Standards...... E2-23 Table E2-6: Exceedences of Water Quality Standards...... E2-24 Table E3-1: Scientific Names of Fishes Known or Thought to Occur in Rocky Reach Pool...... E3-2 Table E3-2: Type and Number of Non-Target Fish Species Caught at Rocky Reach Dam During the Northern Pikeminnow Removal Program...... E3-13 Table E3-3: Estimated Survival of Steelhead With Interim Protection Plan Measures...... E3-45 Table E3-4: Estimated Survival of Spring Chinook with Interim Protection Plan Measures...... E3-47 Table E3-5: Rare Plant Taxa Potentially Present In The Rocky Reach Project Area (Based On WNHP 1997). Taxa Listed Include Those Currently Considered Endangered, Threatened, Or Sensitive In Washington, And Those For Whom Not Enough Is Known To Assign A Status (Review Group 1)...... E3-62 Table E3-6: Mammal Species Known Or Potentially Occurring In The Vicinity of Rocky Reach Reservoir1 ...... E3-65 Table E3-7: Waterfowl And Waterbird Species Known Or Potentially Occurring At The Rocky Reach Reservoir1 ...... E3-70 Table E3-8: Raptors Known Or Potentially Occurring In The Vicinity of Rocky Reach Reservoir1 ...... E3-72 Table E3-9: Game Birds Species Known or Potentially Occurring in the Vicinity of Rocky Reach Reservoir1 ...... E3-74 Table E3-10: Passerine Species and Other Birds Known Or Potentially Occurring In The Vicinity of Rocky Reach Reservoir1 ...... E3-75 Table E3-11: Amphibian Species Known Or Potentially Occurring In The Vicinity of Rocky Reach Reservoir1 ...... E3-81 Table E3-12: Reptile Species Known Or Potentially Occurring In The Vicinity of Rocky Reach Reservoir1...... E3-82 Table E3-13: Species With Federal and/or State Status Known or Potentially Occurring in the Vicinity of Rocky Reach Reservoir...... E3-83 Table E5-1: Four-Year Visitor Counts for the Rocky Reach Project Area ...... E5-7
LIST OF FIGURES
Figure E2-1: Seasonal Trends in Nutrients for Lake Entiat...... E2-9 Figure E2-2: Daily water temperatures at Rocky Reach Forebay (1993 – 1998)...... E2-11 Figure E2-3: Daily Water Temperature at Rocky Reach Forebay Relative to Discharge ...... E2-13 Figure E2-4: Dissolved Oxygen Levels...... E2-14 Figure E2-5: Seasonal Trends in Conductivity for Rocky Reach and Rock Island Reservoirs (BPA 1994)...... E2-15 Figure E2-6: Aquatic Plant Distribution Along Douglas County Shoreline...... E2-18 Figure E2-7: Aquatic Plant Distribution Along Chelan County Shoreline...... E2-18 Figure E4-1: Approximate Tribal Boundaries of Chelan, Entiat, Wenatchi, and Columbia in the Rocky Reach Sector of the Columbia Valley as of about 1855 or Slightly Earlier (Schalk and Mierendorf 1983) ...... E4-3
Rocky Reach Project No. 2145 Initial Consultation Document SS/1181rr Page E-ii July 7, 1999 Exhibit E1: General Description of the Locale
E1.0 GENERAL DESCRIPTION OF THE LOCALE
Rocky Reach Dam is located on the Columbia River in the north central portion of the State of Washington, 473.7 miles upstream from the Pacific Ocean. The City of Wenatchee, the largest city in the area and headquarters for Chelan PUD, is located approximately seven miles downstream. The Rocky Reach Reservoir, also known as Lake Entiat, extends 43 miles upstream to Wells Dam at river mile 515.5.
The Rocky Reach reservoir trends north/south and is divided by the two counties with Chelan on the west side and Douglas on the east side.
Rocky Reach Dam is 140 highway miles east of Seattle, an approximate 2.5-hour drive, and 165 miles west of Spokane, an approximate 3-hour drive.
E1.1 GEOLOGY AND SOILS The Rocky Reach of the Columbia River lies between two significantly different physiographic areas. The Project is located in a valley that is north-south trending, with the North Cascades Mountains to the west and the Columbia Plateau to the east. The rugged peaks in the Cascades average around 5,000 feet and reach elevations of over 10,000 feet. The mountains are comprised of highly metamorphosed schists and gneisses, slightly metamorphosed marine sedimentary rocks, volcanic rocks, and granitic batholiths.
The Columbia River Plateau ranges from 750 feet to 2,500 feet in elevation and was created by repeated, extensive lava flows during the Miocene period resulting in numerous vast layers of basalt covering the existing bedrock of the region. On the east side of the Rocky Reach, from about Chelan north, the Columba River Basalts are covered with till from the last advance of the Cordilleran ice approximately 12,000 years ago.
Subsequent to the last glaciation in the region, the Columbia River down-cut through the glacial outwash to its present base level forming a series of terraces along the valley sides while alluvial fans and debris flows shifted masses of unconsolidated drift to downslope positions. The river trench through the Rocky Reach is essentially a gorge interrupted by confluences with a number of tributary valleys. Two major drainages, the Chelan and Entiat Rivers, and a number of intermittent streams with deep "V" shaped valleys flow into the Columbia River from the west. There are no perennial streams entering the Columbia River from the east. One major intermittent drainage, Corbally Canyon, does join the Columbia from the east.
Soils in this part of the Columbia River valley are generally from two main sources. Where the river channel is close to the toe of a rock slope, the soil present is mainly colluvial in origin and is composed of angular rock fragments, well graded, from clay sized to boulder sized. Where there is a wider space between the shoreline and the valley wall, the predominant soils are fluvial or lacustrine in origin. These soils form extensive terraces and numerous small bars composed of
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E1-1 SS/1181rr Exhibit E1: General Description of the Locale soils ranging from clay to gravel and cobbles. The particles are generally well rounded and the different deposits are fairly well sorted.
E1.2 CLIMATE Precipitation in the region surrounding Rocky Reach varies from an annual average of more than 35 inches in the lower Cascades to the west, to 11 inches on the Columbia Plateau to the east, to 8.5 inches in Rocky Reach area of the Columbia River valley. Average annual snowfall in the Rocky Reach area is 30 inches.
Annual temperatures at Rocky Reach vary markedly. Summer temperatures can exceed 100 degrees Fahrenheit (F) with average daily maximums of about 83 degrees F. Winter temperatures can drop below 0 degrees F with average daily minimums of 25 degrees F.
E1.3 VEGETATIVE COVER AND WETLANDS Vegetative cover adjacent to Rocky Reach reflects the low level of precipitation in the area and the definitive shoreline edge of the reservoir. Riparian vegetation occurs intermittently along the margins of the reservoir. Riparian grass/forb, riparian shrub, and riparian deciduous trees are representative of vegetation within this typically narrow zone. Riparian vegetative types represent about 40 percent of the shoreline. Grassland, shrub steppe, and open conifer/shrub vegetation are found along the upland margins of the shoreline. Exposed rock of both fluvial and glacial origin is often mixed into the landscape.
Narrow wetlands occur intermittently within the shoreline margins of the reservoir. They are also found where depressions opposite the highways that parallel much of both sides of the river. Similarly, the railroad on the west side of the river traps water in small depressions that support wetland vegetation. These small wetland areas are supported by water that is directly related to the height of the river or from upland runoff that is temporarily impeded by the highway and railroad fills.
E1.4 DEVELOPED AREAS Much of the developed upland area adjacent to the reservoir supports fruit orchards, which have been critical to the economy of the Wenatchee area since the early 1900’s. To a lesser degree irrigated pastureland is present. Located near the river in several locations are large fruit packing facilities that support local orchards.
E1.5 POPULATION The major population center for the area is to the south of Rocky Reach in the area surrounding Wenatchee. This area supports a population of approximately 62,600 people while a relatively sparse population surrounds the 85 miles of shoreline on the Rocky Reach reservoir.
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Approximately 100 parcels of land out of the nearly 400 with frontage on the reservoir have residences on them. Entiat, with a 1998 population of 865 people, is the only incorporated town on the reservoir. The only other population centers are the unincorporated communities of Orondo and Chelan Falls, with populations of approximately 75 and 100 respectively. The City of Chelan and the surrounding area on Lake Chelan, to the west of Rocky Reach, has a population of approximately 8,000 people.
E1.6 FLOODS The regulated 100-year flood flow of the Columbia River at Rocky Reach has been calculated by the US Army Corps of Engineers (COE) to be 413,000 cubic feet per second (cfs). The regulated flood of record corresponds to the 1894 flood if that flood were to occur today with upstream storage projects in place. The COE has also calculated this regulated flow and expects it to be about 442,000 cfs.
E1.7 CONSULTATION CONDUCTED WITH INTERESTED PARTIES Chelan PUD began meeting with interested parties (Federal, State, County and Local Resource Agencies) March 25, 1999. During the remainder of 1999, Chelan PUD will consult with resource agencies and other interested parties (stakeholders) regarding the proposed relicensing process, descriptions of the existing Project, extent of engineering work, and proposed environmental, historical, archaeological, recreational, and land use studies. This information, along with written comments provided by stakeholders identifying any additional required studies, will be used to prepare a NEPA scoping document.
Following preparation of the scoping documents, Chelan PUD will spend the next several years conducting studies and preparing the final license application and Draft Environmental Assessment. Chelan PUD will submit a preliminary Draft Environmental Assessment and license application for the Rocky Reach Hydro Project by June 30, 2004. The existing license expires in 2006.
Issue Identification Process
March 25, 1999: Public Agency Meeting: Purpose is to introduce the proposed relicensing process and begin issue identification. April 27, 1999: Public Agency Meeting: Purpose is to introduce the proposed relicensing process and begin issue identification.
[In most cases, subsequent meetings will be held on the day after the fourth Wednesday in each month.]
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E1-3 SS/1181rr Exhibit E1: General Description of the Locale
Long Term Schedule
2000-2002 Conduct Studies 2003 Draft License and Environmental Assessment 2004 PUD submits Final License Application and Environmental Assessment 2004-2006 FERC Review & Processing of License Application & Environmental Assessment 2006 Existing License Expires/ New License Issued
Rocky Reach Project No. 2145 Initial Consultation Document SS/1181rr Page E1-4 July 7, 1999 Exhibit E2: Water Use and Quality
E2.0 WATER USE AND QUALITY
This report summarizes existing water quantity and water quality information for the Rocky Reach Hydroelectric Project area.
E2.1 GENERAL OVERVIEW The Rocky Reach Project impounds 43 miles of the Columbia River from Rocky Reach Dam at river mile 473.7 to Douglas County PUD’s Wells Dam (FERC No. 2149) at river mile 515.5. The reservoir created by the Project is also known as Lake Entiat. The drainage area of the Columbia River Basin upstream of Rocky Reach Dam is approximately 87,800 square miles. Annual average flows through the reservoir ranged from 82,000 cfs to 150,000 cfs from 1971 to 1991. The annual median flow (i.e., the flow greater than those occurring 50 percent of the time throughout the year) through the reservoir from 1973 to 1998 was 107,000 cfs.
The Columbia River system is primarily fed by snowmelt. Numerous dams and impoundments developed for hydropower and flood control alter the natural flow in the basin. Water is withdrawn from the Columbia River and its tributaries at various locations for agricultural, domestic, municipal, and industrial supply. The two major tributaries within the Rocky Reach Project area are the Chelan and Entiat rivers.
The Entiat River enters the Columbia River at approximately river mile 483. A gage station approximately 16 miles upstream of the river’s confluence with the Columbia River measures flows in the Entiat River (USGS Gage No. 1245280), but measurements taken from that gage station represent only approximately 60 percent of flows for the entire Entiat River Basin. Average monthly discharges at the Entiat River gage station for Water Years 1957-1995 ranged from 112 cfs in September to 1,417 cfs in June. A maximum recorded flow of 6,430 cfs occurred on June 10, 1972, and the mean annual peak flood is 2,866 cfs.
The Chelan River enters the Columbia River at approximately river mile 503. The minimum, mean, and maximum recorded flows for the Chelan River are 0 cfs, 2,060 cfs, and 18,400 cfs, respectively. These flows were recorded at USGS Gage No. 124552500, Chelan River at Chelan, Washington for the period 1952 to 1995. The gage is located at the Lake Chelan Project tailrace and includes powerhouse releases as well as spill from the dam. Average monthly discharges from the Chelan River during Water Years 1952-95 ranged from 12 cfs in April to 3,428 cfs in June (DE&S 1999). The drainage area of the Chelan River basin is approximately 924 square miles. The Lake Chelan Hydroelectric Project (FERC No. 637), which is also owned and operated by Chelan PUD, is located approximately four miles upstream on the Chelan River at the outlet of Lake Chelan.
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E2-1 SS/1181rr Exhibit E2: Water Use and Quality
E2.2 WATER QUANTITY The headwater elevation at the dam is typically held near the normal maximum of 707 feet mean sea level (approximately 80 percent of the time), although it may be drawn down to a normal minimum elevation of 703 feet. The water surface elevation, and therefore the volume of water impounded, varies upstream from the dam as a function of the headwater elevation and as a function of river flow, which is highly regulated by a number of upstream projects. At a flow of 20,000 cfs, the volume of the impoundment at elevation 703 feet would be 346,900 acre-feet, and 383,800 acre-feet at a headwater elevation of 707 feet. At a flow of 220,000 cfs, the volumes would be 363,700 acre-feet and 398,200 acre-feet, respectively. The surface area of the impoundment varies similarly, with a typical value of approximately 8,235 acres at a headwater elevation of 707 feet. Under flood conditions, the headwater elevation is drawn down to 703 feet and floodwaters are stored to an elevation of 710 feet to capture as much of the high flows as possible (FERC 1996).
E2.3 WATER RIGHTS
E2.3.1 Summary of Water Rights in Project Area In western states, water rights are based on the principle, “first in time, first in right,” meaning older claims have precedence over newer ones. In the state of Washington, the Department of Ecology (WDE) has jurisdiction over issuing permits to water use on the Columbia River.
Water right claims filed under the Water Right Claims Registration Act (RCW 90.14) are not confirmed water rights but are possible rights based on pre-state water law rights. Twenty-five claims in Douglas County and five claims in Chelan County are filed with the WDE for surface water rights to Lake Entiat for irrigation and domestic purposes (WDE 1999). Table E2-1 lists certified water rights to Lake Entiat. These data represent the status of surface water rights allocations along the Columbia River between Rocky Reach Dam and Wells Dam as of 1995. Total volumes of water allocated by a water rights certificate, however, are not necessarily used. These water rights will be updated during the relicensing process as it is expected they have changed due to the 1997 Water Rights Claims Registry that closed June 30, 1998.
Rocky Reach Project No. 2145 Initial Consultation Document SS/1181rr Page E2-2 July 7, 1999 Exhibit E2: Water Use and Quality
Table E2-1: Summary of Surface Rights Allocated to Lake Entiat by WDE Number of Water Rights Holdings Total Allocated Annual Diversion Use Type1 A2 B3 acre-feet/year Irrigation C 41 11 7,502.65 Domestic C 11 9 99.8 Domestic Municipal C 1 Commercial/Industrial N 1 4 47 Frost Protection C 4 100.6 Fire Protection C 1 1 21 Livestock Watering C 4 1 3.67 Fish and Wildlife Propagation N 1 2 0.67 Heat Exchange P 1 Power N 4 650,000 Reservoir Storage V 3 1,021,200 Total 70 30 1,678,975.39 1 C = Consumptive Use; P = Partially Consumptive Use; N = Non-consumptive use; V = Where a reservoir stores water for non-consumptive use, such as hydroelectric power generation, and a nearly constant volume of stored water is not maintained in the reservoir under normal operating conditions. 2 Certificates issued upon which diversion volumes are based. 3 Certificates issued with no specified volumes documented. Source: FERC 1996
In addition to those volumes specified in Table E2-1, 11 water rights certificates have been issued to irrigate a total of 2,164 acres of land, although the annual diversion for each certificate is not documented. In addition, the following certificates for water rights are documented, without specified volumes: nine certificates for domestic use, one for domestic municipal, four for commercial/industrial, one for fire protection, one for livestock watering, two for fish and wildlife propagation, and one for heat exchange (Table E2-1). These unspecified volumes, except for those used for irrigation, would not represent a significant diversion from Lake Entiat (FERC 1996).
E2.3.2 Statement of Project Water Rights The Rocky Reach Hydroelectric Project currently holds several water rights for various uses. First, it holds two water rights of 185,300 cfs and 24,700 cfs for power purposes. A reservoir permit for the Project allows 390,000 acre-feet of water to be impounded. Chelan PUD also holds several other water rights for fish propagation, irrigation, domestic, and heat exchange.
E2.4 WATER USE: EXISTING AND PROPOSED USES OF PROJECT WATERS The primary consumptive water use in the Project area is for orchard irrigation. Withdrawals for domestic water supply are limited and are primarily for use in irrigating yards and gardens. Water withdrawal rates from Lake Entiat are set by the WDE (FERC 1996). Non-consumptive uses include fish propagation and power production.
E2.4.1 Irrigation Orchards with apple, cherry, peach, apricot, and other fruit trees represent the economic mainstay of the Columbia River valley and its tributary valleys throughout North Central Washington. All orchards throughout the area are reliant upon a source of irrigation water for their existence.
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Within the Rocky Reach Project area, irrigation withdrawals constitute the largest segment of consumptive water use. The irrigation season begins in late March or April and continues through October. Peak irrigation use occurs in July and August when temperatures in the region are highest.
Annual irrigation water rights provide for the withdrawal of up to 313 cfs from Rocky Reach Reservoir (FERC 1996). There are no practical means of determining the level to which these rights might be exercised in a certain year. Because water rights represent maximum withdrawals, it is reasonable to assume that actual annual withdrawals would be less than established water rights.
The narrow Columbia River valley through the Project area restricts space available for substantial additions to orchards or other irrigated agricultural activities. Current trends indicate there will be some reduction in irrigated agriculture. Replacement of orchard with residential development would result in a lowering of consumptive withdrawals from Project waters.
E2.4.2 Domestic Water Supply Domestic water supply withdrawals of Project waters are limited. Some withdrawals for use in irrigating yards and gardens may occur. According to WDE water rights, available domestic water within the Project area are 64 cfs (Chelan PUD 1991). No significant change in the use of Project waters for domestic water supply is anticipated.
E2.4.3 Commercial and Industrial Commercial and industrial use account for only 10.5 cfs and stockwatering use is at 3 cfs (Chelan PUD 1991).
E2.4.4 Fisheries and Natural Resources Chelan PUD holds four water rights for fish propagation – one surface water right for 8 cfs and three groundwater rights for a total of 25,140 gpm and 40,539 acre-feet/year (WDE 1999).
E2.4.5 Power Production As described earlier, the Rocky Reach Project holds two surface water rights for power production purposes – one for 185,300 cfs and another for 24,700 cfs. A reservoir permit allows impoundment of up to 390,000 acre-feet of water (WDE 1999).
E2.5 HISTORICAL AND EXISTING WATER QUALITY RESOURCES
E2.5.1 Summary of Previous Studies Information on water quality within the Rocky Reach Reservoir, also called Lake Entiat, and its major tributaries is available from several sources. Data from WDE’s water quality monitoring station (No. 21540000 44A70) just downstream of Rock Island Dam provides the most comprehensive characterization of water quality relevant to the Rocky Reach Project. The period of record for monthly grab sample water quality data from this WDE station is 1977 – 1990. Table E2-2 provides average values for monthly water quality data. A complete record is
Rocky Reach Project No. 2145 Initial Consultation Document SS/1181rr Page E2-4 July 7, 1999 Exhibit E2: Water Use and Quality provided in Appendix A. Although the WDE monitoring data are not from sources within the Project boundary, the data are mostly representative of Lake Entiat. Chelan PUD has conducted water quality surveys within Rocky Reach Reservoir targeting specific water quality concerns; some of these studies include annual monitoring over multiple years. Chelan PUD annually inventoried aquatic plant beds in the reservoir between 1985 and 1991 (Keese 1985, 1986, 1987, 1988; Truscott 1991). Chelan PUD in coordination with the US Army Corps of Engineers (COE) has monitored water temperature in the forebay and tailrace of Rocky Reach Dam in 1965 – 1976 (forebay only), 1983 – 1989, and 1993 - present; dissolved gasses monitoring during spring and summer was initiated in 1995 for the forebay and 1997 for the tailrace (McDonald and Priest 1997; Koehler and McDonald 1997, 1998; COE NWD Portland, OR Office DART River Environment database). Douglas County PUD has conducted comparable studies at Wells Dam, headwaters to Lake Entiat. Turbidity data are also available for both the Rocky Reach Dam forebay and Wells Dam forebay (1993 – present). Additional information sources include studies done for site specific projects including the Daroga Park development (Johnstone and Mih 1987) and the license amendment application to raise the reservoir pool elevation (Chelan PUD 1988, 1991). Regional data for the mid and upper Columbia River were also reviewed to provide background descriptions of water quality.
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E2-5 SS/1181rr Exhibit E2: Water Use and Quality
Table E2-2: Average Values for Water Quality Monthly Grab Samples at WDE Monitoring Station Below Rock Island Dam (1977 - 1990)
Fecal Total NO2+N Total Dis- Coliform Suspend NH3+NH4 Unionized NO2-N NO3-N Mean Mean Dissolved Oxygen O3 Phos- solved (MFM-FCBR) Solids N Total ammonia Nitrite Nitrate Month Flow* Temp. Oxygen Saturation pH Turbidity Conductivity N-Total phates Ortho P (cfs) (C) (mg/L) (%) (NTU) (UMHO) per 100 mL) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
January 135,425 3.6 12.9 98.3 7.9 2 156 12 3 0.02 0.0001 0.010 0.119 0.146 0.033 0.015 February 136,245 4.3 13.5 104.4 7.8 4 165 3 11 0.02 0.0001 0.010 0.176 0.130 0.035 0.018 March 121,100 8.4 13.9 113.0 8.1 3 166 6 33 0.03 0.0003 0.010 0.160 0.188 0.038 0.009 April 132,000 7.6 13.7 116.2 7.9 3 167 8 5 0.03 0.0001 0.010 0.178 0.135 0.035 0.017 May 156,758 10.5 13.1 118.5 8.0 4 156 44 13 0.05 0.0001 0.010 0.160 0.118 0.038 0.010 June 160,567 14.3 11.8 116.7 8.0 5 130 80 10 0.03 0.0002 0.010 0.105 0.057 0.042 0.013 July 141,327 17.6 11.2 118.7 8.0 3 135 124 12 0.04 0.0003 0.010 0.082 0.065 0.029 0.015 August 113,200 19.1 10.2 111.4 8.0 3 140 86 10 0.02 0.0010 0.010 0.089 0.082 0.025 0.017 September 106,745 19.2 10.1 110.3 8.2 2 141 61 5 0.03 0.010 0.117 0.228 0.036 0.017 October 100,979 16.6 10.4 108.1 8.1 2 147 17 4 0.03 0.0006 0.010 0.150 0.137 0.030 0.015 November 103,443 11.8 10.7 99.8 7.9 2 146 33 6 0.02 0.0003 0.010 0.207 0.135 0.035 0.013 December 122,269 6.8 11.4 94.5 7.7 2 161 22 6 0.02 0.0002 0.010 0.163 0.183 0.046 0.015
# Months Sampled 147 147 147 147 142 147 145 142 140 13 82 78 64 136 139 Mean 11.6 11.9 108.8 8.0 2.9 151 40 10 0.03 0.0003 0.010 0.142 0.129 0.035 0.014 Maximum 36.0 16.3 145.8 9.2 11 202 700 300 0.26 0.0010 0.010 0.630 0.420 0.140 0.060 Minimum 0.8 7.9 76.5 6.7 1 96 0 1 0.00 0.0001 0.010 0.010 0.010 0.010 0.000 St. Dev. for Sample 6.1 1.7 12.6 0.4 2 20 107 28 0.03 0.0003 0.000 0.098 0.083 0.020 0.009
Notes: * Flow is computed as mean of daily values at which samples were collected.
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E2.5.2 Major Tributaries to the Project The two signfican water sources within the Rocky Reach Project area are the Entiat and Chelan rivers. WDE and others have conducted studies on these streams. A brief summary of each watershed is described below.
The Entiat River enters the Columbia River at river mile 483. The initial assessment for the Entiat River by the WDE (1995) indicates that it occasionally does not meet water quality requirements for pH and temperature. Average flows in the river are not sufficient to maintain a sustainable fishery. The problem is that most of the annual flow in the Entiat River is received during spring and early summer as snow melts and is not available to meet year-round water uses.
The Chelan watershed includes the 50-mile-long Lake Chelan and 4-mile-long Chelan River, which enters the Columbia River at river mile 503. Several reports have been developed for the Chelan watershed over the years. Lake Chelan has been classified as an ultra-oligotrophic (low biological productivity and high water clarity) lake. Water quality in the lake is considered excellent. Documented water quality deficiencies in the lake have included elevated bacterial levels near water supply intakes, apparent metals toxicity in Railroad Creek, and elevated pesticide residues in lake sediments and fish populations (Chelan PUD 1998).
E2.5.3 Reservoir (Lake Entiat) Nutrients The nutrient balance within an aquatic system is an important determinant of the biological and aesthetic quality of an aquatic environment. Nitrogen and phosphorous are the two primary nutrients. Generally the mid-Columbia River is a low nutrient system; the large volume of water flow and regional geology, combined with a mostly rural watershed, are factors affecting nutrient levels.
Nitrogen is present in aquatic environments in three forms: nitrate, ammonia and organic nitrogen. Sources of nitrogen in a water body include precipitation, internal “fixing” by plants, and surface and groundwater drainage. Several forms of nitrogen in aquatic systems include + - - ammonia (NH4 ), nitrate (NO3 ), nitrite (NO2 ) and organic compounds. The availability of various nitrogen forms affects the community composition and abundance of aquatic life. The concentrations of the various nitrogen compounds in aquatic systems usually follow a general seasonal pattern. The biological uptake of nitrogen by aquatic organisms such as phytoplankton and aquatic plants lowers the nitrogen level in spring and summer within the photic zone (solar light penetration depth). Releases from the sediments, inflow and precipitation replenish nitrate and sometimes ammonia concentrations during the fall, winter and spring runoff (Wetzel 1983).
+ + The range of total nitrogen (NH3 and NH4 ) reported by WDE at the Rock Island monitoring station is 0 – 0.26 mg/l; average total nitrogen for 1977 through 1990 was 0.03 mg/l (Table E2-2). Total nitrogen is typically highest in the spring (due to runoff contribution from the watershed) and is low again by August due to primary production utilization. Nitrates (NO3-N) are highest in the winter months and at seasonal lows in July and August. Average nitrate level
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E2-7 SS/1181rr Exhibit E2: Water Use and Quality is 0.142 mg/l. Johnstone and Mih (1987) reported comparable nitrate levels for samples collected in the vicinity of Daroga Park in summer, 1986 (0.05 mg/l to below detection limit for river and embayment). Nitrate levels in the Daroga lagoon were also low but displayed some localized spikes possibly due to either groundwater infiltration from fertilizers or trout food in the trout pond. The Rocky Reach Reservoir would be classified as oligo-mesotrophic (low to moderately low productivity) based on total nitrogen and nitrates.
Phosphorous can be a powerful nutrient for control of algal and aquatic plant growth and often limits primary productivity in rivers and lakes (APHA 1985). Phosphorous sources for aquatic bodies are surface runoff (erosion of soils), internal release from sediments and plants, and anthropogenic contributions.
Total phosphates levels below Rock Island Dam as reported by WDE ranged from 0.010 to 0.140 mg/l during 1977 – 1990 (Figure E2-1). The average sample value was 0.035 mg/l total phosphates. Dissolved orthophosphates ranged from 0 mg/l to 0.060 mg/l; average sample value was 0.014 mg/l. Project area waters are oligo-mesotrophic based on phosphates. Phosphate concentrations in Daroga Lagoon reported by Johnstone and Mih (1987) ranged from 0.017 to 0.020 mg/l; these levels indicate phosphate is not a water quality concern within the lagoon. Reported phosphate levels in the Daroga embayment fluctuated more widely (0.015 mg/l to 0.046 mg/l). A high phosphate concentration of 0.141 mg/l and August 11, 1986 in the Daroga Lagoon near the heat pump suggests some septic inflow may have at least historically entered these waters.
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0.05
0.04
0.03 Mg/L 0.02
0.01
0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Total Phosphates Ortho P
WDE Monitor Station below Rock Island Dam, Columbia R., monthly grab samples 1977-1990
0.25
0.2
0.15 Mg/L 0.1
0.05
0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Total Nitrogen Total Nitrates
WDE Monitor Station below Rock Island Dam, Columbia R., monthly grab samples 1977-1990
Figure E2-1: Seasonal Trends in Nutrients for Lake Entiat
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Turbidity, Light and Transparency The Columbia River in general has relatively low turbidity. The Rocky Reach area consists of igneous and metamorphic rock at the base of the Cascade Mountains to the west, basaltic material from the lava flows that created the Waterville Plateau to the east, and glacial outwash materials from the deep carving of the river valley itself. The tributaries that feed the mid- Columbia are primarily glacially carved. The result is very low sediment loads.
Rocky Reach Dam has trapped almost zero sediment over its years in operation. Turbidity does increase during periods of high inflow from the tributaries. Johnstone and Mih (1987) reported low turbidities within the relatively confined shore environment of Daroga Lagoon as being low; the range was 0.72 to 1.50 FTU (Formazine Turbidity Units) in the lagoon. They attributed the highest readings during August 1986 to algal growth and noted a correlation between turbidity and temperature within the semi-closed flow environment of the embayment.
Monthly sampling data from the nearby WDE monitoring station below Rock Island Dam report a range of 1.0 NTU (Nephelometric Turbidity Units) to 11.0 NTU; mean value 2.9, n = 142. Turbidity data collected daily by Chelan PUD and reported by the US Army Corps of Engineer’s (COE) DART information system for the Rocky Reach forebay report a similar range but a slightly higher mean turbidity value of 5.6 NTU (n = 116; data from April – September 1993, April 94, and April – September 1997). Some settling may occur as water travels through the downstream Rock Island Reservoir. Data from the WDE monitoring station below Rock Island Dam is provided in Appendix A and the COE data for the Rocky Reach forebay are provided in Appendix B. The WDE data shows no seasonal trend for turbidity and no significant correlation for turbidity with temperature or discharge. The Chelan PUD/COE daily data for the Rocky Reach forebay indicate higher maximum daily turbidity values in May and July. Turbidity in the forebay is inversely correlated with discharge (r2 = 0.67) and positively correlated with water temperature (r2 = 0.71). Temperature and discharge also autocorrelate which may explain the relationship between turbidity and discharge. It appears that turbidity may increase slightly in May with the onset of spring runoff and then show a slight increase again in July as primary productivity increases. All reported turbidity data are well below the water quality standard.
Transparency data for Lake Entiat appears to be lacking; however, the distribution of aquatic plants provides a good indication of light transparency. Truscott (1991) reported most aquatic plants grow in water depths of less than 12 feet with small amounts of water-milfoil growing as deep as 16 feet below the water surface. Transparency can be assumed to be approximately 12 feet during summer months and likely greater during winter. Lake Entiat is borderline oligotrophic based on these estimates of transparency.
Temperature Water temperature is a critical factor governing many ecological functions within an aquatic system including controlling egg development and fish growth rates. Water temperature strongly influences primary production of phytoplankton and aquatic plant growth. Water quality standards are established for maximum temperature; however, the duration of elevated temperatures and the diurnal range can also be important factors affecting biological response of organisms to temperature regimes.
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Water temperature data is collected by Chelan PUD at the forebay and tailrace of Rocky Reach Dam. Temperature monitoring in the Rocky Reach forebay was initiated in 1984; three to six hourly values were measured daily until 1997 when continuous recording devices were installed. (Earlier data was collected but not reviewed for this report.) Temperature is generally monitored April through September. The current fixed monitor station in the forebay is on the right side of the dam; NMFS determined there was no bias between sampling sites at the forebay, spillway and mid channel for temperature data. The COE publishes data for this and other Columbia River sites as part of its Data Access in Real Time (DART) information system on the internet. These records provided the data represented in Figure E2-2, which was subsequently reviewed and corrected for anomalies (>2oC change in 24 hour: August 1995 data showed serious stair step pattern which suggested instrument error and has been deleted from data records provided in Appendix B).
Water temperature in Lake Entiat begins warming in March, reaches peak annual temperatures in late July through early September (monthly average daily temperature for August at the forebay is 17.7 oC) then cools again during the fall and winter months to average temperatures in the 3 oC to 4 oC range (Figure E2-2). Daily variability is typically less than 0.5 oC but can range as much as 1oC diurnally during summer when upstream regulation is variable.
25
20
15
10 Temperature (C)
5
0 Jul-97 Jan-93 Jan-94 Jun-94 Jan-95 Jun-96 Apr-98 Oct-96 Nov-97 Feb-96 Mar-97 Sep-93 Sep-95 Aug-98 Dec-98 May-93 May-95
Figure E2-2: Daily water temperatures at Rocky Reach Forebay (1993 – 1998)
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The WDE has established a maximum water temperature criteria of 18 oC for this reach of the Columbia River; although biological response to temperature can be variable, the WDE established this criteria as reasonable protecting most aquatic life while also recognizing the physics of heat transfer in large rivers. Daily average water temperatures in the Project forebay exceeded this standard 8 percent of the time in July and approximately 44 percent of the time in August and September (1993 – 1998).
Douglas County PUD began collecting data in the Wells Dam forebay in 1984 and also initiated data collection in the Wells Dam tailrace at the head of Lake Entiat in 1998. The Wells Dam forebay temperature data is considered representative of the headwaters of the Rocky Reach Reservoir based on an average 0.1 oC temperature difference between 1988 data collected in the forebay and tailrace of Wells Dam (COE data provided by DART and reprinted in Appendix B). Temperature appears to change very little as water flows through Lake Entiat. The average difference in the absolute values for daily temperature difference between Wells Dam forebay and Rocky Reach forebay (1993 – 1998) was 0.4 oC. Rocky Reach forebay temperatures are generally slightly cooler than at the head of Lake Entiat. Daily temperature change between the upper and lower end of the reservoir exhibited no pattern or statistically significant relationship to discharge or percent spill at Rocky Reach (Figure E2-3). Based on the 1993 – 1998 daily data (sample size 1282 days), Project operations do not affect water temperature.
The reservoir is not known to stratify (Chelan PUD 1991, Johnstone and Mih 1987). The run-of- river operation of the Project results in a rapid reservoir turnover rate, which likely precludes stratification. At elevation 707 feet MSL, the reservoir turns over in 24.8 hours in May when the mean discharge is 131,000 cfs and in 65.2 hours in July when the mean discharge is 84,800 cfs (Chelan PUD 1991).
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4 400
350 2 300
0 250 200
-2 150 Discharge (kcfs) 100 -4 Daily Temperature Change (C) 50
-6 0 01/01/93 12/03/93 02/06/95 01/10/96 12/16/96 11/26/97 10/28/98 04/23/93 03/25/94 05/30/95 05/02/96 04/16/97 03/18/98 08/13/93 07/15/94 09/19/95 08/25/96 08/06/97 07/08/98
Temperature Discharge
Figure E2-3: Daily Water Temperature at Rocky Reach Forebay Relative to Discharge
Dissolved Oxygen Dissolved oxygen (DO) is another important indicator of aquatic eutrophication and a major determinant of cold water fisheries. Cold water salmonids are less tolerant of depressed oxygen levels and generally require 7-9 mg/l while warm water species can tolerate DO levels as low as 3-4 mg/l (EPRI 1990). As mentioned earlier, Lake Entiat does not stratify. Dissolved oxygen levels are favorable for salmonids and provide a healthy aquatic environment throughout the year. The annual average DO at the downriver WDE monitor station below Rock Island Dam is 11.9 mg/l. Annual variation is influenced by water temperature (warmer water contains less oxygen). The reported range in DO below Rock Island Dam is 7.9 – 16.3 mg/l (76.5 – 145.8 percent saturation). Monthly DO levels are listed in Table E2-2 and shown in Figure E2-4. A DO level below the water quality standard of 8.0 mg/l was only been noted once between 1977 and 1990. Johnstone and Mih (1987) report similar DO levels within Rocky Reach with the water fully saturated at all times. They also note diurnal fluctuation with peak DO at 1500 hours in summer months. Photosynthesis by aquatic plants accounts for the high DO levels and diurnal fluctuation.
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14 120
110 12
100
10 Mg/L
90 Percent
8 80
6 70 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Dissolved Oxygen Oxygen Saturation
WDE Monitor Station below Rock Island Dam, Columbia R., monthly grab samples 1977-1990
Figure E2-4: Dissolved Oxygen Levels
PH and Alkalinity The Columbia River pH level at Ecology’s monitoring station below Rock Island Dam averages 8.0 pH, which is on the basic side of neutral. Although pH readings varied between 6.7 and 9.2 for 147 monthly readings taken between October 1977 and January 1990, no correlation appears to exist between pH and flow levels, temperature, or seasons of the year. Aquatic plant growth can influence pH through the utilization of carbon dioxide for photosynthesis. Areas with heavy plant growth often exhibit alkaline pH. The diurnal variation (7.1 to 8.6) noted by Johnstone and Mih (1987) for the Columbia River at Daroga Park is attributable to the effects of photosynthesis.
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Alkalinity, a measurement of the buffering capacity of the water, is associated with pH. Alkalinities of the river measured at Daroga Park (Johnstone and Mih 1987) ranged from 55 to 66 mg/l as calcium carbonate (CaCO3). High alkalinity indicates high carbonate concentrations which promote biological growth. High alkalinities did not necessarily correlate with high pH but did generally correspond with high conductivity measurements.
Conductivity Conductivity, a measure of the concentration of ionic substances including CaCO3 is usually higher in the spring for smaller water bodies as the snowmelt runoff carries dissolved ions from the soil. Conductivity below Rock Island Dam averaged 151 micro-ohms (UMHO) for 1977 – 1990. Conductivity in this reach of the Columbia River is higher in winter months. The large volume associated with spring runoff for the Columbia River tends to dilute ion concentrations. Reduced inflow from the watershed lowers summer conductivity. Figure E2-5 shows seasonal trends in conductivity.
180
160
140
UMHO 120
100
80 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Conductivity
WDE Monitor Station below Rock Island Dam, Columbia R., monthly grab samples 1977-1990 Figure E2-5: Seasonal Trends in Conductivity for Rocky Reach and Rock Island Reservoirs (BPA 1994)
Bacterial Contamination Fecal Coliform organisms are present in the intestinal tracts and feces of warm-blooded animals. Their presence and level of concentration is an indicator of human or warm-blooded animal pollution. The average of 40 fecal coliform organisms per 100 ml sample found at Rock Island Dam station on the Columbia River falls within the Class A (Excellent), and even Class AA (Extraordinary) water quality standards criteria. Less than 10 percent of the samples (6.2 percent) exceeded 200 organisms per 100 ml sample, which is within an acceptable range per the standards (1977 – 1990 WDE station at Rock Island). Although the July average fecal coliform count as reported in Table E2-2 is above the standard, the reported average is affected by two
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E2-15 SS/1181rr Exhibit E2: Water Use and Quality samples which had high spikes; average fecal coliform count for July excluding those two samples is 22 organisms/100 ml.
Bacteriological studies conducted for the assessment of Daroga Park (Johnstone and Mih 1987) reported low bacterial counts for enterococci (ENT), total E. coli (TEC) and fecal coliform (FC). They found only localized high FC counts in July and relatively low bacterial counts in August. High samples were attributed to concentrated and prolonged activity within the swim area and localized waterfowl usage elsewhere. The bacteria isolated from m-E m-Entero agars for main river samples included Streptacoccus Faecieum and Streptacoccus Faecalis. From the m-FC and m-TEC medi, Escherichia coli was the major species isolated. For the Daroga Park area, E. coli, S. Faecium, and S. Faecalis were determined to be the major species.
The Chelan-Douglas Health District has jurisdiction over individual on-site domestic sewage systems within the two-county area straddled by the Project’s reservoir. Since 1981, it has been the policy of the Chelan-Douglas Health District in issuing individual on-site sewage disposal permits to require drainfield setbacks of 100-feet horizontal and a 3-foot vertical separation between the bottom of the drainfield trench and seasonal high groundwater (Chelan PUD 1991).
Chelan conducted a survey in 1981 of septic tanks and drainfields in the vicinity of the reservoir. These drainfields predate the 1981 Health District policy changes and some of these drainfields encroach upon the Health District’s current horizontal and vertical separation criteria.
Two municipal sewage treatment facilities are located near the Columbia River. The treatment plant at Chelan Falls serves the lower Lake Chelan area, the other at Entiat serves that town.
Heavy Metals, Pesticides, and Contaminants The only industry located adjacent to the Rocky Reach Reservoir that could release toxic or deleterious materials to the river are the Rocky Reach and Wells Hydroelectric Projects. Design considerations within these projects have been instituted to minimize potential releases of petroleum products that are necessary to their operation. Spill Prevention, Containment and Countermeasures (SPCC) Plans for Rocky Reach and the Wells Projects have been prepared and implemented.
A significant portion of land adjacent to the reservoir is in agricultural use, primarily orchard. Fertilizers, pesticides and herbicides are utilized in orchard operation and if allowed to enter the river could have a detrimental effect. Where Chelan PUD has removed orchards along the river to develop parks, soil analyses were conducted. The results showed minimal levels of residual fertilizers and herbicides. Some residual lead-arsenic levels from pre-World War II orchard operations have been found at depth in heavy clay soils. These levels are below any regulated threshold. Sandy soils have not shown any residual effects.
The twenty most important water quality concerns for the Columbia River between Grand Coulee Dam and the Snake River confluence are listed in Table E2-3. Although unquantified within the Rocky Reach Project, many of these concerns focus on pesticides and metals contamination. These concerns may well be restricted to upriver areas of this reach of the
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Columbia River since Lake Roosevelt acts as a sink to trap many of these pollutants. Efforts to quantify the extent of toxic contamination elsewhere in the upper Columbia are reported in Sedar et al. (1994).
Table E2-3: Top Priority Water Quality Concerns for Columbia River Reach Grand Coulee to Snake River 1 Dissolved Gas 11 Copper 2 Pesticides 12 Selenium 3 Mercury 13 Turbidity 4 Temperature 14 Cesium 137 5 Cadmium 15 Barium 6 Dioxin/Furans 16 Beryllium 7 Arsenic 17 Chromium 8 Lead 18 Iron 9 Aluminum 19 Nickel 10 Zinc 20 Silver
Aquatic Plants Aquatic plants, termed macrophytes, can become a water quality concern when densities reach the nuisance level or otherwise impair beneficial uses. Both native and non-native macrophytes occur in the Lake Entiat with the abundance of non-native plants posing a water quality concern. Eurasian Water-milfoil (EWM) (Myriophyllum spicatum) is a non-native aquatic plant whose proliferation can become a nuisance to recreational activities such as boating, fishing and swimming. Dense weedbeds can also pose an aesthetic concern. Curly pondweed (Potemgeton crispus) is another non-native aquatic plant that is abundant within Lake Entiat. This plant had been formerly considered to be native to the Columbia River in Washington but recent taxonomic work has determined that it is non-native. Documented native macrophytes include Potemgeton pusillus, Elodea canadensis (waterweed), Potemgeton pectinatus (fennel-leaved pondweed) and Potemgeton richardsonii (Richardson’s pondweed).
Chelan PUD in conjunction with the WDFW has conducted annual aquatic plant inventories within the Rocky Reach Reservoir in 1984 through 1988 and 1991 (Keesee 1985; 1986; 1987; 1988, Truscott 1991). The dimensions and species composition were visually estimated and plotted on maps using shoreline references. Annual mapping efforts have been compared to document trends in aquatic plant growth. The 1991 survey documented approximately 990 acres of aquatic plant beds within the reservoir; EWM dominated beds comprised 546 acres (55 percent) of the aquatic plant acreage. The total acreage of aquatic plant beds within Rocky Reach Reservoir has been stable during the period of surveys (864 acres in 1984); however, the dominance of invasive EWM has increased dramatically. Major areas of EWM concentration
Initial Consultation Document Rocky Reach Project 2145 July 7, 1999 Page E2-17 SS/1181rr Exhibit E2: Water Use and Quality occur along the Douglas County shoreline near Turtle Rock Island, downstream of Orondo park and within the Daroga Park vicinity. Along the Chelan County shoreline, EWM is abundant in a large embayment 4.5 miles upstream of Rocky Reach Dam, in front of Entiat Park and just offshore of the new Chelan Falls Park (Truscott 1991). EWM comprised 18 percent of the aquatic plant community in 1984, compared to 55 percent in 1991; this is a three-fold increase in EWM proportion despite only a 15 percent increase in total aquatic plant area abundance since 1984. Figure E2-6 and Figure E2-7 depict changes in aquatic plant communities. The highest proportion of EWM occurs in the upper reservoir. EWM comprised approximately 86 percent of the aquatic plant communities.
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