Ilcparnntnt of ~Blic Ork.S LOS ANGELES Conceming the Lindo

Total Page:16

File Type:pdf, Size:1020Kb

Ilcparnntnt of ~Blic Ork.S LOS ANGELES Conceming the Lindo ... ". .. ' EARL WARREN OCfYU"Otl OP' CAI.lPOIIMIA A. D. EDMONSTON. STAT& IEHCliNUJI FRANK D. DURtCI:IE CMIIII' 0~ DL¥1110.. 01111~'" STATE OF CALIFORNIA }lr. Ed Fletcher -2- January 19, 195.3 ilcparnntnt of ~blic ork.s LOS ANGELES Conceming the Lindo. Vista .Hcsa wells, we have written to Paul Bcermann to ascertain the source ot his information. If this source is a AOO .. Caa RD'\.Y TO January 19, 195.3 State Agency, we cnn naturally secure the data at the source. DIVISION OfF WATER RIUOURCES eoa CAUFO.. NlA aTAT& a1.0a. LOS ANGELU 12 Again I wish to thank you for your interest and cooperation in fur- nishing this Division with your information. I am aorey we do not have 8Ufficient ~istorical data or sufficient time to make further exploratory tests to ascer- tain the exact source of the water supply for your deep wells. Please keep me advised it you decide to make a combined pump test on all of your \otells. Mr. Ed Fletcher 103J 9th Avenue Very Truly yours 1 San Diego, Cal 1 tomia A. D. EDMOi STON, STA'lE EllGThreEI.. Dear Ed: Your letter or January 19, 195.3, enclosing in!otw!tion on your wells in El. Cajon Valley, has been received. The information which yo\' furnished supple- ments that 'Which we have already obtained. It is unfortunate that more data concerning water levels, mineral quality of water, and exact quantities of \1>.-ater pumped from e!!ch well. were not kept. Such information, 1! available from the beginning on each of your wells, might have provided valur:.ble clews as to the origin or the well waters arxl the dependability of the supply. Without this inrormation it is almost impossible to predict the source ot the water supply to your ~ls. From records of water levels taken WtES\ one or more o! your wells was pumping, tl.ere is an indication that pumping at one well attects the water level in other l.-ell.s. Since it is gESlerally conceded that the water supply to these wells is through traetures in deep granitics, 5uci· a ralationship might well bo expected. It is noted that the pumping capacit7 for each one ot rour wells has been detemined separately; that is to say, that when the pump teat was made on a give1 well, no other wells were pumping at the same time. Pump tests made in this manner vill give the mazimum capacity for a given well but if several wells • are pumping from a given aquifer or are deriving -water !rom a common fracture zone in the granitics, it is very possible tor the pumping in one wll to affect the water level and therefore, the capacit7 or another well. There are indi- cations, therefore, that the total. capacity ot your four wells may not be equal to the sum of the capacities determined one well at a time. It you are in- terested in the total yields to be obtained !rotn your four wells the safe and conservative approach would be to ascertain this yield·loahile all wells are pro- ducing. Since such a test or series or tests llOuld be considerably beyond the scope ot our report on El Cajon Valley, it is suggested that the power canpany mq be willing eithe~ to eonduct such a test or assist in making a test. In the event you decide such a combined test is desirable and necessary to ascertain the total sate yield o! your !our wells, thils Division would be glad to eoc;:- erate to the extent at making water level measurements in an atteupt to ascer- tain the effect ot such pumping on nearby wells. In all or our work in E1. Cajon Valley, the La Hesa, Lemon Grove, and S;>ring Valley Irrigation District has been very cooperative and possibly they wuld be glad to cooperate or assist in any pump test llhich you make. 'lbe well log Ol) your well No. 4 indicates the well to be 8 inches in d1 ameter but I understand that a deeper portion ot the well. is three inches. Can you advise how deep the eight-inch section is or at what point the thre&- inch diameter well begins? • • • • PAL WARREN 00¥&11.0. OP CALIPOIIMIA A. D, ltDNCN8TC"H, lnAT& EHAik&n P'RANK a. DURKIC CMta• OJ' OlYittOII Dt•&"OII STATE OF CALIFORNIA • qJnrtm£nt of ~blic ork.s Colonel Ed Fletcher -2- lo!arch 18, 195.3 LOS ANGELES AOo•.ca• Jll:ft.Y TO a conaiderable delay in time before the Clark well was affected by pumping DIVI8ION 011' WATER AUOURC£8 ~ CALIP'OIUCIA nATC 8&.00, would indicate that there is a considerable pressure loss in the aquifer in LO• ANGELD 1.2 tranamitting water. Such a prezssure loss would indicate that the fissures or cracks in the granitics through which water is supplied to your welli March 18, 1953 are limited in si~a and capacity. The fact that all wells .failed to return to their original static levels even after nine ~s ot recovery w:>uld indicate that a portion or the water pumped during the test was supplied Colonel Ed !letcher from ground t~ter storage and was, therefore, supplied to the wells at a 1020 9th Street rate greater than the replenishment or the aquifer. I! this as~tio is San. Diego 1, California subsequently proved correct, it ~l mean that further exploitation of' the aquifer into Which wells are drilled would not necessarily produce a· greater it might re- Dear Colonel Ed: supply or water, and also, it further exploitation were made, sult in ever increasing drawdowns with decreasing discharges. In other of the test are interpreted as a lowering the water It was rif'3' feeling after your visit to rq office that "-"8 had not wrds, i!' the results ot satisfactorily covered the results or our studies in El Cajon Valley and levels in your wells then the rate or pumping during the test ws greater by I, therefore, wi 11 try to convey these fc.cts to you in this letter. than the recharge to the aquifer and further exploitation of the aquifer additional wells or deeper wells would not. be warranted. Unfortunately during your visit our discussions digressed to speculative theories or ground water geology, and we all realize that A careful study has been made of' the mineral analyses or water geology is not an exact science and there iB much to be learned yet of our pumped from your wells but this method or approach does not provide an;y underground llt'D.ter resources. good clues. It is noted that the chloride ion content in Well No. 1 in- creased :30 p1rts per mi] lion from September, 1952, to February 195). Results or the pump tests whic.'1 you conducted in Februar,y have Water qualitY' in this well is very similar to the mineral quality or water been plotted and studied. These test results may be summarized as follows. in the Sears well. It is also noted that the mineral character of the During the period ot the test the maximum combined rate ot pumping from all water from Well No • .3 has changed from sodium chloride type water in 1951 wells was 600 gal.lons per minute at 8:.30 a.m. February 6. At this !JWDping to a sodium-calcium chloride type water in 195.3. 'lbe analysis of water rate, drawdown at Watl No. 1 was 33 feet; at Well No. 2, 98 teet; at Well from Well No. 3 taken Februaey 3, 1953, shuwed 18 rarts per mill ion of not present in previous samples analyzed. Water No • .31 88 feet; and at liel.l No. 4, 127 feet. The combined pumping from nitrate, a constituent three ot your wells also influenced other wells to the east. 'lbe Clark wall pumped at the Clark well is sodium-calcium chloride in type having more showed a 12-f'oot drawdown, 'lhurman Brothers well a .3-foot rs.~ and than 100 parts per million nitrates. The water analYses show a slight Dahl well appro.xi.mately .5 toot drawdown. During the period, February 2 to tendene,y towards increased mineralization and chango or character which 16, a total of 9.4 acre-teet ot water was pumped. At the end or this could be attributed to a mixing or shallow ground water from the valley period, the static water levels in each one of your wlls was lower than with waters in the deeper granitics. These changes in quality are too at the beginning or the test. At Well No. 1, this difference was 3i teet; small to have real meaning but they serve to emphasize the importance or at ell No. 2, 2i teet; at Well No. 3, 1 toot; and at Well No. 4, 3.7 teet. periodic checks on the mineral quality or your well waters. It these values are averaged, the mean loss in head is approximately 2i feet. !n our report on groWld water occurrence and quality in El. Cajon The results so tar obtained !rom the tests and observations made Valley, it is our intention to take cognizance or your deep wells in the on your wl.l.a and others in El Cajon Valley do mt point to any definite fractured granitics but no positive statements can be made indicating the conclusions. However, there are several reasonable indications or assump- source of s~ to these wells. It is considered possible that a portion the supply to these ~ls may be trom the adjacent alluvial areas on the tions Mrl.cll can be dralal !rom the results to date.
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
    [Show full text]
  • REPORT 1St Session HOUSE of REPRESENTATIVES 105–9 "!
    105TH CONGRESS REPORT 1st Session HOUSE OF REPRESENTATIVES 105±9 "! DESIGNATION OF TRINITY LAKE, CALIFORNIA MARCH 10, 1997.ÐReferred to the House Calendar and ordered to be printed Mr. YOUNG of Alaska, from the Committee on Resources, submitted the following REPORT [To accompany H.R. 63] [Including cost estimate of the Congressional Budget Office] The Committee on Resources, to whom was referred the bill (H.R. 63) to designate the reservoir created by Trinity Dam in the Central Valley project, California, as ``Trinity Lake'', having consid- ered the same, report favorably thereon without amendment and recommend that the bill do pass. PURPOSE OF THE BILL The purpose of H.R. 63 is to designate the reservoir created by Trinity Dam in the Central Valley Project, California, as ``Trinity Lake''. BACKGROUND AND NEED FOR LEGISLATION H.R. 63 would designate the reservoir created by Trinity Dam in the Central Valley Project, California, as ``Trinity Lake.'' Under the provisions of P.L. 88±662, the reservoir is currently designated as ``Clair Engle Lake,'' and therefore requires legislation in order for the name to be changed. Trinity Dam and the reservoir on the Trinity River regulate a drainage area of over 728 square miles. Trinity Dam, completed in 1962, is an earthfill structure 538 feet high with a crest length of 2,450 feet. The reservoir has a maximum storage capacity of 2.448 million acre-feet of water. Releases from the reservoir are used to generate power at Trinity, Lewiston, Spring Creek, Judge Francis Carr, and Keswick powerplants, and for consumptive use in the Central Valley Project.
    [Show full text]
  • 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
    [Show full text]
  • Water Supply and Demand in California
    Water Supply and Demand in California By Stephanie Anagnoson College of the Canyons 2018 Version 1 By StephaniePhoto By Jan Anagi Brumat noson College of the Canyons 2018 Version 1.2 Photo by Nathan Roser on Unsplash 1 | W a t e r S u p p l y Attributions Castaic Lake Water Agency College of the Canyons College of the Canyons - Water Systems Technology College of the Canyons - Open Educational Resources This textbook is licensed under CC BY 4.0 2 | Water Supply Table of Contents Introduction to Water Supply 4 Part One: Water All Around Us 5 Section 1.1 Water Cycle 6 Section 1.2 Water Management Concepts 10 Section 1.3 Water Rights 16 Section 1.4 Stakeholder Concepts 20 Part Two: Supply-Side Management 24 Section 2.1 Los Angeles Aqueduct 26 Section 2.2 Central Valley Project 30 Section 2.3 Colorado River Aqueduct 34 Section 2.4 State Water Project 38 Section 2.5 Alternative Water Supplies 42 Part Three: Demand-Side Management 50 Section 3.1 Regulations 51 Section 3.2 Water Loss 56 Section 3.3 Water Rates 59 Section 3.4 Indoor Water Use 62 Section 3.5 Outdoor Water Use 67 Section 3.6 CII Water Use 73 Section 3.7 Social Marketing Campaigns 78 3 | Water Supply Introduction to Water Supply You’re about to understand water demand and water supply more deeply. This understanding is going to change how you look at your water bill, grass in your yard and around town, and all those canals you see while driving around in California.
    [Show full text]
  • 3.12 Hydrology and Water Quality
    3.12 HYDROLOGY AND WATER QUALITY EXECUTIVE SUMMARY This section describes the drainage features, stormwater quality, flooding hazards, and flood-protection improvements within the City’s Planning Area. Regulatory agencies governing stormwater quality and flooding hazards are also discussed. The City’s Planning Area is comprised of the City’s boundaries and adopted Sphere of Influence (SOI). The County’s Planning Area consists of unincorporated land within the One Valley One Vision (OVOV) Planning Area boundaries that is outside the City’s boundaries and adopted SOI. Together the City and County Planning Areas comprise the OVOV Planning Area. With implementation of the proposed General Plan goals, objectives, and policies potential impacts on hydrology and water quality would be less than significant. EXISTING CONDITIONS Surface Water Drainage Patterns within City’s Planning Area Surface water drainage patterns are dependent on topography, the amount and location of impervious surfaces, and the type of flood control that is located in an area. The size, or magnitude, of a flood is described by a term called a “recurrence interval.” By studying a long period of flow record for a stream, hydrologists estimate the size of a flood that would have a likelihood of occurring during various intervals. For example, a five-year flood event would occur, on the average, once every five years (and would have a 20 percent chance of occurring in any one year). Although a 100-year flood event is expected to happen only once in a century, there is a 1 percent chance that a flood of that size could happen during any year.
    [Show full text]
  • History: Before the Poppy Reserve
    History: Before the Poppy Reserve The Kitanemuk, members of the Shoshonean Linguistic Group lived in the area between Fairmont and Antelope Buttes: “one of the largest and most significant archaeological sites in the Antelope Valley” • Source: http://www.avim.parks.ca.gov/people/ph_kitanemuk.s html The Kitanemuk, like other groups on the mountain margins of the Mojave Desert, lived in permanent winter villages of 50 to 80 people or more. These people dispersed into smaller mobile gathering groups during the late spring, summer, and fall months. The smaller groups made use of temporary camps for relatively short times, visiting different "environmental niches" as the important food-producing plants in them became ready to harvest. The Kitanemuk spoke a language that appears to have been a dialect of Serrano, which was spoken by groups located as far distant as modern Yucca Valley and Twenty- nine Palms, east of the San Bernardino Mountains. Historic Farming and Ranching Families: Godde Munz (east of the Reserve) Russell's (Ruined stone house near rock quarry – photo on next page) View looking north from North Poppy Loop trail – arrow shows rock quarry and approximate location of stone ruins of the Russell’s house. Quarry • “Tufa Mill” • Mined “tuff” • Used to build the Owens Valley or Los Angeles Aqueduct Los Angeles (Owens Valley) Aqueduct • The Los Angeles Aqueduct system comprising the Los Angeles Aqueduct (Owens Valley aqueduct) and the Second Los Angeles Aqueduct, is a water conveyance system operated by the LA Department of Water and Power. • Designed by engineer and LADWP director, William Mulholland, the system delivers water from the Owens River in the Eastern Sierra Nevada Mountains to Los Angeles, California.
    [Show full text]
  • Loc Anggtres
    -oF tr .|, t{ g,% g;? Loc AngGtres .::r,/i::). :,:.-,:, i:;.,...:..,. t,:. :ta:t : :.::r,: :'i ;.: :: :,.. ..,::al :,..1r,t:::,:.,:,:),,,::::. 1., ::.a..-'r.:...':.. .::t ...: ..., :. ji ::. ::::,,, :., 'Y4,,'.' ;i :a ;t:tl:tL.;::it),, : t,, :t : :,.. ii:::L/l*t:::;:l:t ,,:.:,::4,;..:)t ltat1a:: ..''.r.;r.,. :... "aa:::.):.;..t.:..:,,:':. : :'.:.. : :..: .. .:.. ..:it.;:- ' -',.;t:tt :: ; \a:.:la ::a.: a;::. :: :::),;::.: 1:., .::|ttLl:t:.:, ;a.r.:r)... - )a;t:t::i::.,.. 1)'i'?'ilt: ',.uriiti#i.]trEj* MAPS in greater detail are illustrated on these pages: PAGE 16 PAGE t4 L0$ ilnuilnr 0mns till$r luusilu$l $yttum I'A OJ AV E PAGE 6 Los Angeles-Owens River Aqueduct Castaic Hydroelectric Fairmont Resetvoir '.?;lil"anatN-Z Reservoir \y SAUGU S Los ,ll: ''r,. i,.' AN G ELES Semi-arid Los Angeles receives water from three Paralleling the Aqueduct is a portion of major aqueduct systems: The Los Angeles Owens the 846 mile long (1350 kilometers) , 800,000 volt River Aqueducts, the Colorado Aqueduct and the direct current Pacific Intertie transmission system which California Aqueduct (State Water Project) . Owned by brings energy from hydroelectric generating stations on the City and extending 340 miles (540 kilometers) the Columbia River to the Los Angeles area. northerly {rom Los Angeles, the Los Angeles Owens In describing the many features of historical and River Aqueduct System taps the vast eastern slope scenic interest on the Eastern slopes of the Sierra snow fields of California's Sierra Nevada and their Nevada and the Los Angeles Owens River Aqueduct derivative streams and lakes to provide power and 80 System, it is the DWP's goal to create an understanding percent of the water for the West's largest city.
    [Show full text]
  • Management of Coarse Sediment in Regulated Rivers of California
    UC Berkeley Technical Completion Reports Title Management of Coarse Sediment in Regulated Rivers of California Permalink https://escholarship.org/uc/item/5rw9k19j Authors Kondolf, G. Mathias Matthews, W.V. Graham Publication Date 1991-12-01 eScholarship.org Powered by the California Digital Library University of California MANAGEMENT OF COARSE SEDIMENT IN REGULATED RIVERS OF CALIFORNIA By G. Mathias Kondolf Principal Investigator and w.v. Graham Matthews Research Associate Center for Environmental Design Research University of California Berkeley CA 94720 TECHNICAL COMPLETION REPORT ,.\. Project No. UCAL-WRC-W-748 December 1991 University of California Water Resources Center The research leading to this report was supported by the University of California, water Resources Center, as part of Water Resources Center Project UCAL-WRC-W-748. :TCR / Abstract There are significant problems in the management of coarse sediment (sand and gravels) in regulated rivers of California. Unfortunately, these have been generally treated (or ignored) on a case-by-case basis, however, the effects are pervasive and profound, with substantial costs and severe environmental impacts. Problems arise due to the human manipulation of coarse sediment through reservoir construction, which blocks the movement of coarse sediment down the river, and through instream gravel mining, which removes this material from the river system for use primarily in construction-related projects. Impacts identified include: bed material coarsening, channel incision, channel geometry changes, hydrologic regime alterations, and changes in transport of sediment. Many of these impacts result in damage to or destruction of anadromous fisheries habitat, and are partly responsible for the dramatic declines in anadromous fisheries resources in the last 50 years.
    [Show full text]
  • Fishing Guide Weaverville & Big Bar Ranger Stations - Shasta-Trinity National Forest ?*
    Fishing Guide Weaverville & Big Bar Ranger Stations - Shasta-Trinity National Forest ?* Lakes and streams in the Weaverville and Big Bar be caught mostly by trolling. Shore areas provide excellent opportunities for every type fishing should be done where water is fairly deep. Fish can of angling enthusiast. Fishing opportunities are be caught on night crawlers, spinners and a variety of dry and wet flies. numerous and await anyone willing to make an effort to seek them out. Use this guide as a general Wilderness lakes and streams introduction to fishing in this area. The Trinity Alps Wilderness has over 100 glacially carved lakes. There are three species of trout that might be found The Lakes in these high country lakes: rainbow trout, eastern brook Trinity Lake trout and brown trout. Many lakes are regularly stocked with fingerling rainbow trout and/or eastern brook trout. It This is the largest man made reservoir in this area. It is is advisable to allow plenty of time to hike in, set up camp, 16,400 acres in size and 465 feet deep at maximum and still have a couple of days for fishing. capacity. There are several Forest Service boat ramps and campgrounds available. Bait and techniques for fishing the lakes and streams in the backcountry. The trout in these lakes can be caught The previous State record smallmouth bass and the current using a variety of baits. They will take anything from lures State record brown bullhead were caught in Trinity Lake. to live bait such as grasshoppers. Fly fishing with dry flies This lake is designated by the Department of Fish and has also produced some good sized fish.
    [Show full text]
  • Nikola P. Prokopovich Papers
    http://oac.cdlib.org/findaid/ark:/13030/kt4199s0f4 No online items Inventory of the Nikola P. Prokopovich Papers Finding aid created by Manuscript Archivist Elizabeth Phillips. Processing of this collection was funded by the Andrew W. Mellon Foundation, and administered by the Council on Library and Information Resources (CLIR), Cataloging Hidden Special Collections and Archives program. Department of Special Collections General Library University of California, Davis Davis, CA 95616-5292 Phone: (530) 752-1621 Fax: Fax: (530) 754-5758 Email: [email protected] © 2011 The Regents of the University of California. All rights reserved. Inventory of the Nikola P. D-229 1 Prokopovich Papers Creator: Prokopovich, Nikola P. Title: Nikola P. Prokopovich Papers Date: 1947-1994 Extent: 83 linear feet Abstract: The Nikola P. Prokopovich Papers document United States Bureau of Reclamation geologist Nikola Prokopovich's work on irrigation, land subsidence, and geochemistry in California. The collection includes draft reports and memoranda, published writings, slides, photographs, and two films related to several state-wide water projects. Prokopovich was particularly interested in the engineering geology of the Central Valley Project's canals and dam sites and in the effects of the state water projects on the surrounding landscape. Phyiscal location: Researchers should contact Special Collections to request collections, as many are stored offsite. Repository: University of California, Davis. General Library. Dept. of Special Collections. Davis, California 95616-5292 Collection number: D-229 Language of Material: Collection materials in English Biography Nikola P. Prokopovich (1918-1999) was a California-based geologist for the United States Bureau of Reclamation. He was born in Kiev, Ukraine and came to the United States in 1950.
    [Show full text]
  • Trinity Dam Operating Criteria Trinity River Division Central Valley Project-California
    ·rRlNITY ~IVER BASIN us RESOURCE LIBRARY BR TRINITY COUNTY LIBRARY T7 WEAVERVILLE, CALIFORNIA 1979 (c.l) Trinity Dam Operating Criteria Trinity River Division Central Valley Project-California TRINITY COUNTY JULY 1979 TRINITY RIVER BASIN RESOURC E LIBRARY TRINITY RIVER DIVISION CENTRAL VALLEY PROJECT CALIFORNIA Trinity Dam Operating Criteria Prepared for the Trinity River Basin Fish and Wildlife Task Force July 1979 United States Department of the Interior Bureau of Reclamation Mid-Pacific Region 1 ~ 7 5 122 R 1 W R 1 E 2 23° \ R 10 W ( T 38 N ----- ·-----]r------------r-CANADA ' I • I WA r NORTH ~ J SHINGTON ' \ ' DAKOTA ) ___ 1 • \.-.. ..-- .. J, ': M 0 N TAN A !___ - ----\ ' \ souTH : i ,----- - ~ ~~ ,o. 0 R EGON ( ,_---, : DAKOTA I : IOAHo 1 I __ __ \ \~' I W YOMING ·----- ~ -- -----, ___ , ,I \ ~ ~u I ~ 0 ; ------1 , NEBRASKA ', 1\ ~ I I ·--------'--, ~ I NEVA 1' 1: 0 ~1 : t------- -'.) I I J \_ DA UTAH COLORADO: ANSAS ' ~,J t -+- ---1--- .. - ', : : I K .\ ~ I . ---- .... ~ ' I 4!< l o ' ------·------ -- -~----- ', ~ -r' "::: rJ A ~ '!> ','\_r) i t---! OKLAHOMA\ -:- . I , , r/ / ;' ARIZONA I' NEW MEXICO. L ______ 1_ MALIN-ROUND MOUNTAIN 500 KV ~ . ' ,... 36 : , I l PACIFIC NW-PAC/FIC SW INTERTIE ---, ' ' ', I, ---~-E~~'-;:--·;;::<_-'r EX A_(S ---i- - ~ ~ - t \. .. _;··-....., ~ CLAIR ENGLE LAKE IN 0 EX M A P '._\_ ~.:.. (__j ~ ) I I / \ I - BUREAU OF RECLAMATION HASTAL~l WHISKEYTOWN-SHASTA( rr TRINITY [NAT . lj r COMPLETED OR AUTHORIZED WORKS 34 TRINITY DAM & POWERP~LANT~- ? ) RECrATION AREAS (~ ,- DAM AND RESERVOIR LEWISTON LAKE TRIINir/cARR 230 KV ? 0 I <=::? r ~-~~- _./ TUNNEL ~<";:1 r ~ -+ ---< - .r') d,):3_ -}N , ··- •J?:y,--.___ N CONDUIT - ~~ wcAv~~VIL' 7 __r~\.
    [Show full text]
  • Appendix a - Special Designation Overlays - Angeles National Forest
    Appendix A - Special Designation Overlays - Angeles National Forest Monument Existing National Monuments Saint Francis Dam Disaster Places: Santa Clara Canyon 353 Acres Located within San Francisquito Canyon, the Saint Francis Dam Disaster National Memorial and Monument was designated on March 12, 2019 by the John D. Dingell, Jr. Conservation, Management, and Recreation Act, Sec. 1111, which also authorized the establishment of a future Saint Francis Dam Disaster National Memorial. This legislation was signed exactly 91 years after the 200-foot high Saint Francis Dam broke, sweeping away over 400 victims and scouring the floodplain for 52 miles until it emptied into the Pacific Ocean. The purpose of the Monument is to conserve and enhance for the benefit and enjoyment of the public the cultural, archaeological, historical, watershed, educational, and recreational resources and values of the Monument. The Memorial would be the first national memorial managed by the Forest Service and is intended to honor the victims and memorialize the history of the Saint Francis Dam Disaster. San Francisquito Canyon is known for its significant historical associations and values, not only from a Tribal and Native American historical context, but because of the important use of this area during the Spanish, Mexican, and Early American periods. The first anthropologic and ethnographic recording of Native American communities identified the Tataviam as occupying the San Francisquito Canyon. While early physical evidence of their occupation of the area is scarce, early ethnographic and mission records, along with some archaeological evidence indicates their presence and use of the area ranges from 3,500 to 7,500 years ago, and likely even earlier.
    [Show full text]