Soil Stabilization and Underground Shotcrete
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Discussion Document and Project Experience for Wine Caves Condor Earth Technologies, Inc
Discussion Document and Project Experience For Wine Caves Condor Earth Technologies, Inc. www.CondorEarth.com COMPANY OVERVIEW Condor has served California, Oregon, 50 employee-owners. Our staff includes over 25 Washington and Texas wineries for over 25 professionals consisting of civil and years from our California offices in Stockton, geotechnical engineers, engineering geologists, Sonora, Merced and Rancho Cordova. Condor’s environmental geologists and hydrogeologists. team of professionals provide engineering and Condor’s wine cave project support role often environmental consulting services for a wide begins as early as planning and project scoping, range of projects and clients. Our wine cave and carries through design, permitting and contractor tunnel design services have been used on over selection, and continues through construction 250 projects over the past 25 years. Condor is a with quality assurance, owner’s representative 100% employee owned firm with approximately and construction management services. CONDOR’S MISSION STATEMENT “To provide high quality, professional services for value-enhanced resource management and infrastructure development.” 1 WINE CAVES support. This has often involved a multi-staged YESTERDAY AND TODAY effort to: The history of wine cave construction in the 1. Identify suitable sites for development of United States dates back to the late 1850’s or early facilities. 1860’s in the Napa/Sonoma Valley region. 2. Evaluate local, state and federal permit California’s first wine cave was constructed at requirements to obtain project Buena Vista Winery in Sonoma. Soon after, Jacob entitlements. Schram founded Schramsberg Vineyards near 3. Undertake geologic survey work to Calistoga, California in 1862. Eight years later, identify ground conditions suitable to cave Schram found a new job for the Chinese laborers development. -
Alternative Ground Control Strategies in Underground Construction
Alternative ground control strategies in underground construction Keynote address to be presented by Evert Hoek at an International Symposium on "PRACTICES AND TRENDS FOR FINANCING AND CONTRACTING TUNNELS AND UNDERGROUND WORKS" to be held in Athens, Greece, on 22-23 March 2012 www.tunnelcontracts2012.com/ Alternative ground control strategies in underground construction Evert Hoek Evert Hoek Consulting Engineer Inc., Canada ABSTRACT Underground works vary from shallow urban tunnels to very deep tunnels and caverns in the world’s great mountain ranges. The problems encountered at and between these extremes are entirely different and require appropriate approaches to site investigation, design and construction. The establishment of reliable financial estimates, construction schedules and contract proposals can only be done once a realistic geological model has been prepared and a clear understanding of the likely behaviour of the rock mass and the groundwater conditions has been established. The conditions that control the behaviour of different kinds of excavations in a variety of geological environments are presented in the context of case histories. The aim is to provide project owners, financial managers, insurance companies and contractors with a road map that may assist them in avoiding some of the pitfalls and in considering some of the alternative strategies in the development of underground projects. 1 INTRODUCTION Tunnels have been built for hundreds of years as part of transportation systems for people, goods, water and services. Until the middle of the last century these tunnels were generally small in size and the builders sought out the most favourable geology and topography in which to build them. -
Guidelines for the Safe Operation of Concrete Pumps
AMERICAN CONCRETE PUMPING ASSOCIATION CERTIFIED OPERATOR STUDY GUIDE Guidelines for the safe operation of concrete pumps Version 03.11.03 National Office Headquarters 606 Enterprise Drive Lewis Center, OH 43035 Phone: 614-431-5618 Fax: 614-431-6944 www.concretepumpers.com 8:30am to 5:30pm Eastern Time Monday through Friday American Concrete Pumping Association Certification Program for Concrete Pump Operators OBJECTIVES To raise the professional standards of the concrete pumping industry in general, and of concrete pump operators, in particular To improve the safety awareness and practice of concrete pump operators To encourage continuing education of concrete pump operators To assist in an operator’s development and self-improvement To award recognition to concrete pump operators who meet the qualifications of certification 1 INDEX Page 4 WHAT IS CERTIFICATION? 4 QUALIFICATIONS 5 TESTING PROCESS 6 VALIDATION 6 SECURITY/COST 7 GENERAL SAFETY - What is a concrete pump operator expected to know? 10 TECHNICAL 13 GROUT & PEA ROCK PUMPS 16 LINE PUMPS - General & High Pressure - ACPA recommendations - High-rise pumping - Compressed air cleanout 21 MULTIPLE SECTION BOOM PUMPS - Safety regulations – mobile concrete pumps equipped with placing boom - Three-Section Boom - Four-Section Boom - 50-Meter and Larger 32 SEPARATE PLACING BOOMS - All placing booms - Diesel-driven placing booms - Electrically driven placing booms - Completion of the pour 36 SAFETY HAND SIGNALS 2 WHAT IS CERTIFICATION? Most importantly, what does certification mean? ACPA Certification is the only industry-recognized certification program which provides a written assessment of an operator’s knowledge regarding concrete pump safety. The purpose of certification is to increase the safety awareness of concrete pump operators and to assist in an operator’s development and self-improvement. -
Guide to Concrete Repair Second Edition
ON r in the West August 2015 Guide to Concrete Repair Second Edition Prepared by: Kurt F. von Fay, Civil Engineer Concrete, Geotechnical, and Structural Laboratory U.S. Department of the Interior Bureau of Reclamation Technical Service Center August 2015 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Acknowledgments Acknowledgment is due the original author of this guide, W. Glenn Smoak, for all his efforts to prepare the first edition. For this edition, many people were involved in conducting research and field work, which provided valuable information for this update, and their contributions and hard work are greatly appreciated. They include Kurt D. Mitchell, Richard Pepin, Gregg Day, Jim Bowen, Dr. Alexander Vaysburd, Dr. Benoit Bissonnette, Maxim Morency, Brandon Poos, Westin Joy, David (Warren) Starbuck, Dr. Matthew Klein, and John (Bret) Robertson. Dr. William F. Kepler obtained much of the funding to prepare this updated guide. Nancy Arthur worked extensively on reviewing and editing the guide specifications sections and was a great help making sure they said what I meant to say. Teri Manross deserves recognition for the numerous hours she put into reviewing, editing and formatting this Guide. The assistance of these and numerous others is gratefully acknowledged. Contents PART I: RECLAMATION'S METHODOLOGY FOR CONCRETE MAINTENANCE AND REPAIR Page A. -
FHWA Road Tunnel Design Guidelines July 2004 6
PB2006-100660 111 1111111111111\11 11111111111 1111 FHWA Road Tunnel Design Guidelines u.s. Department ofTransportation Federal Highway Administration .,.. u S Deportrrool 01 TrrnspOOa1lOO {"., Federal Highway AdmlnislTaI.on Notice This docllment is disseminated ul/der the sponsorship ()/th e Us. Deportment ()/ Transportation in th e illterest o/injormotiotl exchange. Th e Us. Governme17l aSSlIlll es 110 liabililY jorlhe lise 0/ Ih e ill/ormation cOl/tail/ed in filis doellmel/f. Th e Us. Govemlllenl does I/ ot endorse produc fs or manl!/actllrers. Tradell/arks or Illwlu/acllIrers' nallles appear in fhis reporr onlv becallse they are considered essential to the objecrive o/fh e documenl. Quality Assurance Statement Th e Federal Highway Adlllinistratiol/ (FI-n'VA) provides high-quality injorlllation 10 serve Govemmelll. indusl7 y . and Ih e public in a manller thaI prolJlOles public lIl/ders/(fllding. Standards and policies are used 10 ens lire and n/(/xi mi~ e the qllali(v. objectivity, llfilit)', and integritv o/its in/ormation. FHWA perio C/ica/~) 1 reviell 's qllalif)' isslies lind adjusts irs prograllls and processes to ensure cOl/til/liOUS quality improvement. Rli /'liOIWCELJ or: ~ U,S. O " pa rl l1l~ Ht ()fCDm lU t' r~~ ,~a l Ju ,, ~ 1 '['tc hll k ~1 I nror lll ~ li u " Sr n lee S l lri l1 un~hl, \ irginia 2216 1 PROTECTED UNDER INTERNATIONAL COPYRIGHT ALL RIGHTS RESERVED NATIONAL TECHNICAL INFORMATION SERVICE U.S. DEPARTMENT OF COMMERCE FtiWA Road Till/lie! Design Guidelill!,,\' ~"" l.,[ S C(·j:::<lttrr~en~ '..... -t rf:YH~~0"fQtl:)""! {~ Federa! Highway Administratlofl 1. -
Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements
heritage Article Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements Laura Genovese 1,†, Roberta Varriale 2,†, Loredana Luvidi 3,*,† and Fabio Fratini 4,† 1 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 20125 Milan, Italy; [email protected] 2 CNR—Institute of Studies on Mediterranean Societies, 80134 Naples, Italy; [email protected] 3 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 00015 Monterotondo St., Italy 4 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 50019 Sesto Fiorentino, Italy; [email protected] * Correspondence: [email protected]; Tel.: +39-06-90672887 † These authors contributed equally to this work. Received: 28 December 2018; Accepted: 5 March 2019; Published: 8 March 2019 Abstract: Both Southern Italy and Central China feature historic rural settlements characterized by underground constructions with residential and service functions. Many of these areas are currently tackling economic, social and environmental problems, resulting in unemployment, disengagement, depopulation, marginalization or loss of cultural and biological diversity. Both in Europe and in China, policies for rural development address three core areas of intervention: agricultural competitiveness, environmental protection and the promotion of rural amenities through strengthening and diversifying the economic base of rural communities. The challenge is to create innovative pathways for regeneration based on raising awareness to inspire local rural communities to develop alternative actions to reduce poverty while preserving the unique aspects of their local environment and culture. In this view, cultural heritage can be a catalyst for the sustainable growth of the rural community. -
Cold Water Cave
REPORT ON COLD WATER CAVE A SummaJ f Research Results with Inclusion of Information Related to Potential Development of a New Recreational Facility by the State of Iowa Submitted to The Honorable Robert D. Ray Governor State of Iowa by Donald L. Koch and James C. Case Iowa Geological Survey for Samuel J. Tuthill Director, Iowa Geological Survey and Fred A. Priewert Director, Iowa Conservation Commission December 1974 J CONTENTS Page RECOMMENDATIONS OF THE IOWA GEOLOGICAL SURVEY INTRODUCTION 5 APPENDIXES I. LEASE AGREEMENT 6 11. EXPLORATION DRILLING 7 111. FACILITIES AND SAFETY PROGRAM 11 IV. CAVERN ATMOSPHERE 13 v. WATER ANALYSES: CHEMICAL ANALYSES 18 WATER QUALITY 21 VI. SURVEYING PROGRAM 22 VII. FAUNA AND FLORA 25 VIII. VERTEBRATE REMAINS 37 IX. SPELEOTHEMS: DESCRIPTION 40 RADIOMETRIC DATING 42 CLIMATIC HI STORY 49 GROWTH AND DISSOLUTION 53 X. RECOMMENDATIONS OF CONSULTANTS 55 XI. ESTIMATED VISITOR ATTENDANCE 59 XII. ESTIMATED DEVELOPMENT COSTS 66 XIII. MISCELLANEOUS ITEMS: GEOLOGIC-HYDROLOGIC SETTING 76 GRAVITY STUDY 76 PALYNOLOGY 77 COATINGS 77 PUBLICITY 78 TOTAL EXPENDITURE 78 J Figures Figure Page 1 Logs of drill holes 9 2 Interpretation of drill hole data 10 3 Cold Water Cave C0 levels 15 2 4 Variation in dissolved solids and selected ion concentrations 19 5 Speleothem sample No. 1 43 6 Speleothem sample No. 2 44 7 Speleothem sample No. 3 45 8 Speleothem sample No. 4 46 9 Speleothem sample No. 5, 5a 47 10 Speleothem sample No. 6 48 11 Temperature fluctuations through time 51 12 Meteoric water line 52 13 Primary and secondary service -
Business Name Full Addr City State Zipcode Status Contract Lic Per Startdt Per Enddt
BUSINESS_NAME FULL_ADDR CITY STATE ZIPCODE STATUS CONTRACT_LIC PER_STARTDT PER_ENDDT A+ ALARM SPECIALISTS 1405 HUNTINGTON AVE 305 S SAN FRANCISCO CA 94080 License Renewed 785565 7/1/2018 6/30/2019 24/7 ROOTER & PLUMBER SERVICES INC 1070 QUESADA AVE SAN FRANCISCO CA 94124 License Renewed 954813 7/1/2018 6/30/2019 54 ELECTRIC INC. 279 A CALDERON AVE MOUNTAIN VIEW CA 94041 License Renewed 799030 7/1/2018 6/30/2019 A & B HEATING AND AIR CONDITIONING 1586 HILLMONT AVE SAN JOSE CA 95127 License Renewed 858592 7/1/2018 6/30/2019 A & B ROOFING INC 1107 SHASTA ST REDWOOD CITY CA 94063 License Renewed 422982 7/1/2018 6/30/2019 A & D AUTOMATIC GATE COM 810 WARRINGTON AVE REDWOOD CITY CA 94063 License Renewed 763182 7/1/2018 6/30/2019 A & K ELECTRIC 408 N KINGSTON ST SAN MATEO CA 94401 License Renewed 790880 7/1/2018 6/30/2019 A & S PAINTING AND PLASTERING INC PO BOX 2567 MORGAN HILL CA 95038 License Renewed 993038 7/1/2018 6/30/2019 A PLUS TREE INC 1900 BATES AVE L CONCORD CA 94520 License Renewed 950315 7/1/2018 6/30/2019 A QUALITY PLUMBING & ELECTRIC 5779 PRESTON AVE LIVERMORE CA 94551 License Renewed 925282 7/1/2018 6/30/2019 A SHADE ABOVE 362 PIERCY RD SAN JOSE CA 95138 License Renewed 974405 7/1/2018 6/30/2019 A-A LOCK & ALARM INC. 1251 EL CAMINO REAL MENLO PARK CA 94025 License Renewed 7/1/2018 6/30/2019 A-N-J ROTH ELECTRIC INC 4967 BRIGE ST SOQUEL CA 95073 License Issued 7/1/2018 6/30/2019 A.C.C.P INC 710 RIESLING CT PETALUMA CA 94954 License Renewed 744409 7/1/2018 6/30/2019 A.R. -
SECTION 346 Is Deleted and the Following Substituted
Dev346PC PORTLAND CEMENT CONCRETE – PERFORMANCE CONCRETE FOR INLAND AND SLIGHTLY TO MODERATELY AGGRESSIVE ENVIRONMENTS. (REV 9-23-14) SECTION 346 is deleted and the following substituted: PORTLAND CEMENT CONCRETE – PERFORMANCE CONCRETE FOR INLAND AND SLIGHTLY TO MODERATELY AGGRESSIVE ENVIRONMENTS 346-1 Description. Use concrete composed of a mixture of portland cement, aggregate, water, and, where specified, admixtures, pozzolan and ground granulated blast furnace slag. Deliver the portland cement concrete to the site of placement in a freshly mixed, unhardened state. Obtain concrete from a plant that is currently on the list of Producers with Accepted Quality Control Programs. Producers seeking inclusion on the list shall meet the requirements of 105-3. If the concrete production facility’s Quality Control Plan is suspended, the Contractor is solely responsible to obtain the services of another concrete production facility with an accepted Quality Control Plan or await the re-acceptance of the affected concrete production facility’s Quality Control Plan prior to the placement of any further concrete on the project. There will be no changes in the contract time or completion dates. Bear all delay costs and other costs associated with the concrete production facility’sWithout Quality Control Plan acceptance or re- acceptance. 346-2 Materials. 346-2.1 General: Meet the following requirements: Coarse Aggregate ................................Authorization..................................... Section 901 Fine Aggregate*Use ............................... -
9 04 Purchase Orders 04-17-08
EAST SIDE UNION HIGH SCHOOL DISTRICT PURCHASE ORDER REPORT MARCH 6, 2008 TO APRIL 1, 2008 BOARD MEETING, APRIL 17, 2008 AGENDA ITEM 9.4 ATTACHMENT A - CONSENT P.O. # VENDOR NAME DESCRIPTION LOCATION AMOUNT FUND 3 - GENERAL UNRESTRICTED ANDREW HILL HIGH SCHOOL 805288 BAY COAST CSNO HEALTH WORKSHOP ANDREW HILL 50.00 805017 HIGHSMITH COMPANY INC LIBRARY SUPPLIES ANDREW HILL 183.76 805450 ORCHARD SUPPLY HARDWARE CUSTODIAL SUPPLIES ANDREW HILL 200.00 805217 OFFICEMAX OFFICE SUPPLIES ANDREW HILL 417.09 805162 NIKOS MEDIA & GRAPHICS LLC SCHOOL SUPPLIES ANDREW HILL 595.38 805220 NOB HILL INSTRUCTIONAL SUPPLIES ANDREW HILL 900.00 805090 CAMERAS AND MORE PHOTO SUPPLIES ANDREW HILL 1,800.00 805089 SAFEWAY OPERATIONAL SUPPLIES ANDREW HILL 2,000.00 TOTAL FUND 3 - ANDREW HILL HIGH SCHOOL 6,146.23 EVERGREEN VALLEY HIGH SCHOOL 805444 SCANTRON FORMS TESTING SUPPLIES EVERGREEN VALLEY 139.54 805012 RESOURCES FOR EDUCATORS MAGAZINE SUBSCRIPTION EVERGREEN VALLEY 297.00 805163 APPLIED PRACTICE LTD TEXTBOOKS EVERGREEN VALLEY 422.62 805084 SUBSCRIPTION SVCS AMERICA INC MAGAZINE SUBSCRIPTIONS EVERGREEN VALLEY 1,187.10 805284 RIDDELL ATHLETIC EQUIPMENT EVERGREEN VALLEY 1,922.92 805081 FLINN SCIENTIFIC INC SCIENCE CLASS SUPPLIES EVERGREEN VALLEY 4,596.68 805095 SHARP BUSINESS SYSTEMS HARDWARE/SOFTWARE FOR COPIERS EVERGREEN VALLEY 12,283.06 TOTAL FUND 3 - EVERGREEN VALLEY HIGH SCHOOL 20,848.92 INDEPENDENCE HIGH SCHOOL 804652 AMAZON.COM INSTRUCTIONAL MATERIALS INDEPENDENCE 122.96 805172 DUNN EDWARDS PAINT PAINTING SUPPLIES INDEPENDENCE 441.24 805249 INTREPID ELECTRONIC SYST INC FIRE ALARM SYSTEM MAINTENANCE INDEPENDENCE 580.00 805400 SPARK ENERGY GAS LP NATURAL GAS INDEPENDENCE 19,451.66 TOTAL FUND 3 - INDEPENDENCE HIGH SCHOOL 20,595.86 JAMES LICK HIGH SCHOOL 805135 ALL OUT BASEBALL ATHLETIC SUPPLIES JAMES LICK 1,016.97 805252 INTREPID ELECTRONIC SYST INC FIRE ALARM SYSTEM MAINTENANCE JAMES LICK 1,160.00 TOTAL FUND 3 - JAMES LICK HIGH SCHOOL 2,176.97 MOUNT PLEASANT HIGH SCHOOL 805426 MAPLE PRESS PRINTING SERVICES MT. -
Recommendations for Pumping Self-Consolidating Concrete
Mixing Strength With Satisfaction TECHNICAL REPORT RECOMMENDATIONS FOR PUMPING SELF-CONSOLIDATING CONCRETE Using self-consolidating concrete in vertical and overhead FORMWORK applications has become an accepted and proven concrete repair method. Based on the orientation of the • Formwork should be designed to be stronger than normal concrete formwork, repair, pumping self-consolidating concrete can be the in order to account for the hydraulic pressure exerted by the self-consolidating required method of placement for this material. However, concrete and any additional pressure from pumping. pumping can also be the preferred method of application, over form-and-pour techniques, as it can save time • Formwork should be designed to allow for air to escape from high points in and money. the form and provide points to observe the progression of the pour. If necessary 13 mm (½ inch) plastic tubing can be placed at extremely high points, to ensure King provides self-consolidating concrete technology that the air is pushed out of the form. in a pre-packaged solution. Our company offers MS-S6 Self-Consolidating Concrete for shallow depth • Minimum hose and valve sizes should be 38 mm (1½ inches) for MS-S6 repairs of 25 mm (1 inch) to 75 mm (3 inches) and Self-Consolidating Concrete and 50 mm (2 inches) for MS-S10 Self-Consolidating MS-S10 Self-Consolidating Concrete for full depth repairs Concrete. of 50 mm (2 inches) or greater. When pumping MS-S6 • Different types of valves can be used to connect hoses to the formwork, although Self-Consolidating Concrete or MS-S10 Self-Consolidating the most common type is the guillotine valve which can be seen in Figure 1. -
Explorethe Impact That Killed the Dinosaursp. 26
EXPLORE the impact that killed the dinosaurs p. 26 DECEMBER 2016 The world’s best-selling astronomy magazine Understanding cannibal star systems p. 20 How moon dust will put a ring around Mars p. 46 Discover colorful star clusters p. 32 www.Astronomy.com AND MORE BONUS Vol. 44 Astronomy on Tap becomes a hit p. 58 ONLINE • CONTENT Issue 12 Meet the master of stellar vistas p. 52 CODE p. 3 iOptron’s new mount tested p. 62 ÛiÃÌÊÊÞÕÀÊiÞḭ°° ...and share the dividends for a lifetime. Tele Vue APO refractors earn a high yield of happy owners. 35 years of hand-building scopes with care and dedication is why we see comments like: “Thanks to all at Tele Vue for such wonderful products.” The care that goes into building every Tele Vue telescope is evident from the first time you focus an image. What goes unseen are the hours of work that led to that moment. Hand-fitted rack & pinion focusers must withstand 10lb. deflection testing along their travel, yet operate buttery-smooth, without gear lash or image TV-60 shift. Optics are fitted, spaced, and aligned using proprietary techniques to form breathtaking low-power views, spectacular high-power planetary performance, or stunning wide-field images. When you purchase a TV-76 Tele Vue telescope you’re not so much buying a telescope as acquiring a lifetime observing companion. Comments from recent warranty cards UÊ/6Èä®ÊºÊV>ÌÊÌ >ÊÞÕÊiÕ} ÊvÀÊ«ÀÛ`}ÊiÊÜÌ ÊÃÕV ʵÕ>ÌÞtÊ/ ÃÊÃV«iÊÜÊ}ÛiÊiÊ>Êlifetime TV-85 of observing happiness.” —M.E.,Canada U/6ÇȮʺ½ÛiÊÜ>Ìi`Ê>Ê/6ÊÃV«iÊvÀÊ{äÊÞi>ÀðÊ>ÞtÊ`]ʽÊÛiÀÜ ii`tÊLove, Love, Love Ìtt»p °°]" U/6nx®ÊºPerfect form, perfect function, perfectÊÌiiÃV«i]Ê>`ÊÊ``½ÌÊ >ÛiÊÌÊÜ>ÌÊxÊÞi>ÀÃÊÌÊ}iÌÊÌt»p,° °]/8 U/6nx®Êº/ >ÊÞÕÊvÀÊ>}ÊÃÕV Êbeautiful equipment available.