California State Water Project

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California State Water Project CALIFORNIA STATE WATER PROJECT Claire Engle Lake N Trinity Lake STATE WATER PROJECT Shasta Dam and Lake Lewiston Lake Keswick E (SWP) FACILITIES Lewiston Keswick Dam V Rivers Whiskeytown Redding Reservoir A Lakes S a Antelope Dam & Lake c r CVP Canals and Aqueducts D Red Bluff a Grizzly Valley Dam Division Dam m & Lake Davis Frenchman Dam e Corning Canal n Thermalito & Lake SWP Aqueduct t Forebay Dam & Forebay o Hyatt Oroville Dam Powerplant & Lake Oroville Local Extension Thermalito Thermalito Tehama-Colusa Pumping- Diversion Dam Canal Generating Powerplant State-Federal Water Project Plant Thermalito Oroville Diversion Dam & Pool CVP Facilities F Thermalito e Feather River Afterbay Dam a Fish Barrier Dam & Pool & Afterbay t State Water Project Facilities R h i e Feather River Fish Hatchery v r e Cordelia r Pumping Plant R Nimbus State-Federal Water Project Facilities & Forebay i Barker Slough Folsom Jenkinson Pumping Plant Lake Folsom Dam Delta Cross and Lake Napa Turnout Channal Folsom South Canal Reservoir North Bay Aqueduct Sacramento Suisun Marsh Patterson Dam & Reservoir Salinity Control Gates Clifton Court Dam & Forebay Contra Costa Skinner Fish Facility Canal South Bay Pumping Plant Banks Pumping Plant New Melones Dam Bethany Dam & Reservoir and Reservoir C S N a Del Valle a San Francisco Del Valle Dam n Pumping l J Tracy Pumping Plant & Lake Del Valle i Plant f o E Santa Clara o a q Terminal Reservoir r u South Bay n Delta-Mendota Canal V Aqueduct ia Gianelli Pumping- Sisk Dam & Generating O'Neill Dam & Forebay A San Luis Plant Reservoir Madera Canal Los Banos Dos Amigos D Friant Dam and Detention Dam Pumping Plant R Millerton Lake Santa Clara & Reservoir i v Conduit e Little Panoche r Detention Dam Hollister & Reservoir Conduit P Gianelli San Luis Reservoir Las Perillas and Sisk Dam Pumping Plant Friant-Kern Canal Dos Amigos Badger Hill Coastal Branch Pumping Plant A San Luis Canal Aqueduct Coalinga Canal A q Bluestone u Pumping Plant e d Reid Gardner Devil's Den u Powerplant Pumping Plant c (Nevada) t C Tank Site 2 Polonio Pass Bakersfield Pumping Plant Buena Vista Chrisman Pumping Plant Pumping Plant Teerink Tank Site 1 Pumping Plant Edmonston Pumping Plant San Luis Obispo Central Coast I Water Authority Tehachapi Crossing (CCWA) Oso Extension Tehachapi Afterbay A Tank Site 5 Pumping Plant Alamo Powerplant Quail Dam & Lake F East Branch R Warne Powerplant Mojave Siphon Powerplant Pyramid Pearblossom Dam & Lake Pumping Plant I West Branch Castaic Dam I & Lake/Lagoon Z Castaic Powerplant (LADWP) Cedar Springs Dam Devil Canyon Powerplant O Elderberry & Silverwood Lake Forebay Dam & C Santa Ana Pipeline East Branch Forebay (LADWP) Extension (under construction) Riverside Los Angeles Perris Dam & Lake Perris O C E A Scale in Miles San Diego I X N M E Kilometers.
Recommended publications
  • Central Valley Project Overview July 2013 Central Valley of California
    Central Valley Project Overview July 2013 Central Valley of California TRINITY DAM FOLSOM DAM LV SL Hydrologic Constraints • Majority of water supply in the north • Most of the precipitation is in the winter/spring • Majority of demand in the south • Most of that demand is in the summer Geographic Constraints Sacramento/San Joaquin Delta Avg Annual Inflow in MAF (Billion Cu Meters) (5.3) 4.3 (1.7) 1.4 (1.1) 0.9 21.2 (26.2) Sacramento Delta Precip Eastside Streams San Joaquin California Water Projects • State Water Project • Central Valley Project • Local Water Projects Trinity CVP Shasta Major Storage Folsom Facilities New Melones Friant San Luis Trinity CVP Shasta Conveyance Folsom Facilities New Melones Friant San Luis CVP Features Summary • 18 Dams and Reservoirs • 500 Miles (800 Kilometers) of Canals • 11 Powerplants • 10 Pumping Plants • 20 Percent of State’s Developed Water Supply (about 7 million acre-feet, 8.6 billion cu meters) • 30 Percent of the State’s Agricultural Supply (about 3 mil acres of farm land, 1.2 mil hectares) • 13 Percent of State’s M&I Supply (about 2 million people served) CVP Authorized Purposes • Flood Control • River Regulation (Navigation) • Fish and Wildlife Needs • Municipal & Agricultural Water Supplies • Power Generation • Recreation TRINITY CVP - SWP FEATURES LEWISTON SHASTA SPRING CREEK POWERPLANT CARR POWERPLANT TINITY RIVER WHISKEYTOWN OROVILLE (SWP) TO SAN FRANCISCO BAY DELTA FOLSOM BANKS PP (SWP) JONES PP NEW MELONES O’NEILL TO SAN FELIPE SAN LUIS FRIANT TRINITY CVP - SWP FEATURES LEWISTON SHASTA
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  • Two-Dimensional Hydraulic Model of Folsom Dam
    Michael Pantell, E.I.T. Peterson Brustad Inc. • Model Folsom Dam Flood Scenarios • During Probable Maximum Flood (PMF) • Varying Folsom Dam Outflows • Multiple Breach Locations and Methods • Results • Floodplain Depths • Mortality • Property Damage • Why? • Information not Available to public • To Obtain Masters Degree Built in 1956 Owned by USBR Storage Approx. 1 Mil Ac-ft 12 structures Concrete Main dam Earthen 2 Wing Dams 1 Auxiliary Dam Reference: USBR “Folsom Dam Facility Map” 8 Dikes Sacramento Folsom River Reservoir Sacramento American River Probable Maximum Flood American River 1000000 900000 Peak ≈ 900,000 cfs Basin 800000 700000 PMF 600000 ) cfs Developed by 500000 Flow ( USACE 400000 300000 Project Design 200000 Flood 100000 0 0 12 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 Approx. 25,000 Time (hours) year event Auxiliary Spillway Powerhouse Folsom Dam Flow = 6900 cfs 8 Tainter Gates 5- Main 3- Emergency Auxiliary Spillway Designed to PMF event Dam Outflow 500 PMF Event 490 Overtopping 480 Elevation 470 460 450 440 430 420 410 400 Elevation (NAVD88 feet) Elevation 390 380 370 360 350 50000 100000 150000 200000 250000 300000 350000 400000 450000 500000 550000 600000 650000 700000 750000 800000 850000 900000 950000 1000000 Outflow (CFS) Without Spillway With Spillway Mechanisms Overtopping Piping Earthquake Etc Right Wing Dam Northern Breach Mormon Auxiliary Dam Southern Breach Tallest and longest earthen structures North Earthen structure South Earthen structure LargerMacDonald Breach Von Thun = Longer & MacDonald Formation Von TimeThun & ∝ MacDonald, et. al.et. al. Gillette et. al. Gillette Large Breach Width Long- ft Formation3047 Time 374 3916 331 Von Thun & Gillete Height Small- ft Breach 47 47 76 76 Short Formation Time Formation 4.4 0.8 4.1 0.7 Time (hrs) HEC RAS 5.0 2D Mesh 150 m x 150 m Terrain CVFED 1 m resolution Manning’s n Based on CVFED Land Use Jonkman et.
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  • News Release
    CALIFORNIA DEPARTMENT OF PARKS AND RECREATION Divisions of Boating and Waterways, Historic Preservation and Off-Highway Vehicles News Release For Immediate Release Contact: Apr. 5, 2017 Aaron Wright Sector Superintendent [email protected] (530) 538-2200 Summer Recreation at Lake Oroville State Recreation Area OROVILLE, Calif. -- The emergency effort to repair the Lake Oroville spillways will not interfere with most outdoor recreation this summer at the lake, and with the exception of the Spillway Boat Launch Ramp, all boat launch ramps are open, announced California State Parks (DPR) and the Department of Water Resources. All campgrounds also are open and floating campsites are back on the lake and available for rental. Some areas near the dam will continue to be off-limits to visitors as crews work to repair or replace spillways damaged in February during high runoff. Outdoor activities available at Lake Oroville this summer include: Campgrounds: All campgrounds are now open with site-specific reservations available at Bidwell Canyon, Loafer Creek and Lime Saddle. Campers without reservations are still welcome on a day-to-day basis to any campsites that have not been previously reserved. Campground showers have been equipped with token machines. Each site will have a unique, collectable token which can also be used at other participating state parks. Trails: Lake Oroville has a number of trails for hiking, biking and equestrian use. Trails around the Diversion Pool and Hyatt Power Plant likely will be closed throughout the summer, although DPR may make changes to other trails to accommodate more hikers and help compensate for the closures.
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  • Committee San Diego County Water Authority Board Meeting
    San Diego County Water Authority Board Meeting Documents April 25, 2019 Committee Administrative and Finance Engineering and Operations Imported Water Legislation and Public Outreach Water Planning and Environmental Formal Board On April 9, Congress passed implementing legislation for the Drought Contingency Plan, capping years of collaborative efforts among the seven Colorado River Basin states and the Bureau of Page 1 of 146 Reclamation to minimize the impacts of long-term drought in the river basin. NOTICE TO THE PUBLIC BOARD OF DIRECTORS’ AND STANDING COMMITTEES’ REGULAR MEETING APRIL 25, 2019 BOARD ROOM WATER AUTHORITY HEADQUARTERS BUILDING 4677 OVERLAND AVENUE, SAN DIEGO, CALIFORNIA 1. UNIFIED AGENDA: This unified agenda provides a brief description of each item to be considered by the Board and its Administrative and Finance, Engineering and Operations, Imported Water, Legislation and Public Outreach, and Water Planning Committees. For convenience, the agenda for each of the Committees and for the formal Board meeting are stated separately; however, all agendas shall be considered as a single agenda and any item listed on the agenda of any Committee may be acted upon by the Board. All items on the agenda of any Committee, including information items, may be deliberated and become subject to action by the Board. 2. DOCUMENTS: Staff reports and any other public information provided to the Board or Committee before the meeting relating to items on the agenda are available for public review at the San Diego County Water Authority 4677 Overland Avenue San Diego, CA 92123 during normal business hours. Additional documents may be distributed at the meeting.
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  • Sacramento and Feather Rivers and Their Tributaries, Sacramento Slough and Sutter Bypass
    Section 319 NONPOINT SOURCE PROGRAM SUCCESS STORY Stakeholders Cooperate to ReduceCalifornia Diazinon in Runoff from Dormant Season Spray Widespread use of the organophosphate (OP) pesticides diazinon Waterbodies Improved and chlorpyrifos in California’s Central Valley resulted in aquatic toxicity in the Sacramento and Feather rivers and their tributaries, Sacramento Slough and Sutter Bypass. As a result, in 1994 the Central Valley Regional Water Quality Control Board (CV-RWQCB) added a 16-mile segment of the Sacramento River, a 42-mile segment of the Feather River, the 1.7-mile-long Sacramento Slough, and the 19-mile-long Sutter Bypass to the CWA section 303(d) list of impaired waters. In 2001, the Sacramento River Watershed Program (SRWP) developed and implemented a water quality management strategy for the two rivers, which included installing on-site best management practices (BMPs). Diazinon concentrations decreased, prompting CV-RWQCB to remove Sacramento Slough and Sutter Bypass from the CWA section 303(d) list in 2006. The state has recommended the removal of the Sacramento River and Feather River segments (58 river miles total) from the 2010 CWA section 303(d) list for diazinon impairments. UV162 Figure 1. Problem Map showing The Sacramento River is California’s longest river, Orchards locations of flowing from Mt. Shasta to the confluence with the Sacramento San Joaquin River at the Sacramento-San Joaquin and Feather UV45 Delta. The Feather River is the primary tributary to h rivers g l o u C S and their the Sacramento River (Figure 1). The Sutter Bypass o Colusa k r l e tributaries, u c i v is a floodwater bypass that diverts excess water a R s J a b Sutter from the Sacramento River between two large a Sutter u Y S 30 u UV B S Co.
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  • Insights Into the Oroville Dam 2017 Spillway Incident
    geosciences Communication Insights into the Oroville Dam 2017 Spillway Incident Aristotelis Koskinas 1, Aristoteles Tegos 1,2,*, Penelope Tsira 1, Panayiotis Dimitriadis 1 , Theano Iliopoulou 1, Panos Papanicolaou 1, Demetris Koutsoyiannis 1 and Tracey Williamson 3 1 Department of Water Resources and Environmental Engineering, National Technical University of Athens, Heroon Polytechniou 9, Zografou, GR-15780 Zographou Athens, Greece; [email protected] (A.K.); [email protected] (P.T.); [email protected] (P.D.); [email protected] (T.I.); [email protected] (P.P.); [email protected] (D.K.) 2 Arup Group Limited, 50 Ringsend Rd, Grand Canal Dock, D04 T6X0 Dublin 4, Ireland 3 Arup, 4 Pierhead Street, Cardiff CF10 4QP, UK; [email protected] * Correspondence: [email protected] Received: 9 December 2018; Accepted: 7 January 2019; Published: 11 January 2019 Abstract: In February 2017, a failure occurring in Oroville Dam’s main spillway risked causing severe damages downstream. A unique aspect of this incident was the fact that it happened during a flood scenario well within its design and operational procedures, prompting research into its causes and determining methods to prevent similar events from reoccurring. In this study, a hydroclimatic analysis of Oroville Dam’s catchment is conducted, along with a review of related design and operational manuals. The data available allows for the comparison of older flood-frequency analyses to new alternative methods proposed in this paper and relevant literature. Based on summary characteristics
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  • San Luis Unit Project History
    San Luis Unit West San Joaquin Division Central Valley Project Robert Autobee Bureau of Reclamation Table of Contents The San Luis Unit .............................................................2 Project Location.........................................................2 Historic Setting .........................................................4 Project Authorization.....................................................7 Construction History .....................................................9 Post Construction History ................................................19 Settlement of the Project .................................................24 Uses of Project Water ...................................................25 1992 Crop Production Report/Westlands ....................................27 Conclusion............................................................28 Suggested Readings ...........................................................28 Index ......................................................................29 1 The West San Joaquin Division The San Luis Unit Approximately 300 miles, and 30 years, separate Shasta Dam in northern California from the San Luis Dam on the west side of the San Joaquin Valley. The Central Valley Project, launched in the 1930s, ascended toward its zenith in the 1960s a few miles outside of the town of Los Banos. There, one of the world's largest dams rose across one of California's smallest creeks. The American mantra of "bigger is better" captured the spirit of the times when the San Luis Unit
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  • Figure 6-3. California's Water Infrastructure Network
    DA 17 DA 67 DA 68 DA 22 DA 29 DA 39 DA 40 DA 41 DA 46 N. FORK N. & M. TUOLOMNE YUBA RIVER FORKS CHERRY CREEK, RIVER Figure 6-3. California's Water Infrastructure ELEANOR CREEK AMERICAN M & S FORK RIVER YUBA RIVER New Bullards Hetch Hetchy Res Bar Reservoir GREENHORN O'Shaughnessy Dam Network Configuration for CALVIN (1 of 2) SR- S. FORK NBB CREEK & BEAR DA 32 SR- D17 AMERICAN RIVER HHR DA 42 DA 43 DA 44 RIVER STANISLAUS SR- LL- C27 RIVER & 45 Camp Far West Reservoir DRAFT Folsom Englebright C31 Lake DA 25 DA 27 Canyon Tunnel FEATHER Lake 7 SR- CALAVERAS New RIVER SR-EL CFW SR-8 RIVER Melones Lower Cherry Creek MERCED MOKELUMNE Reservoir SR-10 Aqueduct ACCRETION CAMP C44 RIVER FAR WEST TO DEER CREEK C28 FRENCH DRY RIVER CREEK WHEATLAND GAGE FRESNO New Hogan Lake Oroville DA 70 D67 SAN COSUMNES Lake RIVER SR- 0 SR-6 C308 SR- JOAQUIN Accretion: NHL C29 RIVER 81 CHOWCHILLA American River RIVER New Don Lake McClure Folsom to Fair D9 DRY Pardee Pedro SR- New Exchequer RIVER Oaks Reservoir 20 CREEK Reservoir Dam SR- Hensley Lake DA 14 Tulloch Reservoir SR- C33 Lake Natoma PR Hidden Dam Nimbus Dam TR Millerton Lake SR-52 Friant Dam C23 KELLY RIDGE Accretion: Eastside Eastman Lake Bypass Accretion: Accretion: Buchanan Dam C24 Yuba Urban DA 59 Camanche Melones to D16 Upper Merced D64 SR- C37 Reservoir C40 2 SR-18 Goodwin River 53 D62 SR- La Grange Dam 2 CR Goodwin Reservoir D66 Folsom South Canal Mokelumne River Aqueduct Accretion: 2 D64 depletion: Upper C17 D65 Losses D85 C39 Goodwin to 3 Merced River 3 3a D63 DEPLETION mouth C31 2 C25 C31 D37
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  • Did You Know That the Water in Lake Del Valle Travels Through the South
    36x24TheWaterYouSwim.qxd:SB_aque signs 1/31/08 4:38 PM Page 1 Did you know The Water You Swim in Today... that the water in May be Your Drinking Water Next Week. Lake Del Valle It’s easy to help keep your water supply pure. travels through the Here are a few simple things you can do to protect your drinking water here at its source. South Bay Aqueduct and may eventually Keep diapers Do not feed wild animals. flow from the taps (and children Encouraging wildlife wearing them) to gather near the in your home? out of the lake. lake can contribute Dirty diapers and to bacteria in the drinking water water supply. If you live in the don’t mix! Livermore-Amador Valley, southern Alameda County, or Keep boats well-maintained. Santa Clara County, When swimming, Leaking fuel can take restroom breaks. contaminate That means getting the water you swim the water. out of the water and in today may be walking to the restroom. Need we say more? your drinking water next week! Dispose of trash properly. Litter can introduce a variety of pollutants to the water. This sign was produced through a Proposition 13 Non-point Source Pollution Control Grant from the State Water Resources Control Board by the South Bay Aqueduct Watershed Workgroup. If you live in the Your Tap Water Starts Here! Livermore-Amador Valley, southern Follow these simple guidelines and you'll be doing your part Alameda County, or to ensure a pure water supply for you and your neighbors. Santa Clara County, Lake Del Valle may When hiking, prevent erosion by respecting Replace lead fishing be the source of park signage in weights with non- environmentally lead alternatives.
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  • Exhibit a Scope of Work Addendum 1 1
    IFB# 10144736 Page 36 of 55 EXHIBIT A SCOPE OF WORK ADDENDUM 1 1. Contractor agrees to provide the Department of Water Resources (DWR) Southern Field Division (SFD), Maintenance and Repair of Card Readers and Gates as described herein. Department has the authority to add and remove equipment, and locations as deemed necessary. Any additional requested work will be serviced at the unit’s rates herein. 2. The services shall be performed at: Various Locations within Southern Field Division: a. William E. Warne Power Plant- North end of Pyramid Lake via Smokey Bear Road off Interstate 5, Gorman, California 93243 b. Oso Pumping Plant and Sub-Center - 300th Street West off Hwy 138 Gorman, California 93536 c. Alamo Power Plant -300th Street West off Hwy 138, Gorman, California 93536 d. Vista Del Lago Visitor Center - 35800 Vista Del Lago Road, Gorman, California 92343 e. Castaic- 31849 North Lake Hughes Road, Castaic, California 91384 f. Pearblossom O&M - 34534 116th Street East, Pearblossom, California 93553 g. Devil Canyon Power Plant - 6900 Devil Canyon Road, San Bernardino, California 92407 h. Mojave Siphon Power Plant -16001 Highway 173, Hesperia, California 92345 i. Cedar Springs Sub Center – 16051 State Highway 173, Hesperia, California 92345 j. Greenspot Pumping Station - Greenspot Road, Highland, California 92346 k. Crafton Hills Pump Station - Mill Creek Road, Mentone, California 92359 l. Cherry Valley Pumping Plant - Mill Creek Road, Mentone, California 92359 m. Citrus Pumping Station - 9401 Opal Avenue, Mentone, California 92359 3. Location: Electric Gates and Type a. Castaic Sub Center: arm gate b. Castaic Lagoon seepage pit: slide gate c.
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  • 16. Watershed Assets Assessment Report
    16. Watershed Assets Assessment Report Jingfen Sheng John P. Wilson Acknowledgements: Financial support for this work was provided by the San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy and the County of Los Angeles, as part of the “Green Visions Plan for 21st Century Southern California” Project. The authors thank Jennifer Wolch for her comments and edits on this report. The authors would also like to thank Frank Simpson for his input on this report. Prepared for: San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy 900 South Fremont Avenue, Alhambra, California 91802-1460 Photography: Cover, left to right: Arroyo Simi within the city of Moorpark (Jaime Sayre/Jingfen Sheng); eastern Calleguas Creek Watershed tributaries, classifi ed by Strahler stream order (Jingfen Sheng); Morris Dam (Jaime Sayre/Jingfen Sheng). All in-text photos are credited to Jaime Sayre/ Jingfen Sheng, with the exceptions of Photo 4.6 (http://www.you-are- here.com/location/la_river.html) and Photo 4.7 (digital-library.csun.edu/ cdm4/browse.php?...). Preferred Citation: Sheng, J. and Wilson, J.P. 2008. The Green Visions Plan for 21st Century Southern California. 16. Watershed Assets Assessment Report. University of Southern California GIS Research Laboratory and Center for Sustainable Cities, Los Angeles, California. This report was printed on recycled paper. The mission of the Green Visions Plan for 21st Century Southern California is to offer a guide to habitat conservation, watershed health and recreational open space for the Los Angeles metropolitan region. The Plan will also provide decision support tools to nurture a living green matrix for southern California.
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  • Appendix H. Lake Davis, CA, Rotenone Application
    Appendix H. Lake Davis, CA, Rotenone Application The information contained in this summary was provided by the California Department of Fish and Game (California Department of Fish and Game, 1999). In October 1997, the California Department of Fish and Game treated Lake Davis in Plumas County, California, with rotenone to eliminate introduced Northern pike (Esox lucius) that was considered a predatory fish, potentially threatening indigenous salmonids and other threatened and endangered fish species in the Sacramento-San Joaquin Delta (personal communication: Brian Finlayson, California Department of Fish and Game 2005). Located at an elevation of 5,775 ft above mean sea level, Lake Davis is a 4,026 acre (1,619 ha) impoundment of Big Grizzly Creek, a tributary to the Middle Fork Feather River. The reservoir has a maximum depth of 108 ft (33 m) and a mean depth of 20.5 ft (6.3 m) (Lee, 2001). The reservoir is classified as meso-eutrophic based on growing season inorganic nitrogen concentration (Lee, 2001). From October 15 - 16, 1997, the Lake Davis and its tributaries (Grizzly, Freeman and Cow Creeks) were treated with two formulations of rotenone, i.e., 64,000 lbs of powdered ProNoxfish (7.1% a.i.; EPA Registration No. 432-829) and 15,785 gallons of a synergized liquid formulation Nusyn-Noxfish (2.5% a.i.; EPA Registration No. 432-550) to maintain a desired treatment concentration. The liquid formulation used piperonyl butoxide as a synergist. Rotenone concentrations were measured within and surrounding the treatment area. The data suggest that initially rotenone was not equally distributed through the water column; this is consistent with the reservoir having an average depth of roughly 20 feet.
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