Harvesting Peat from the Bog to Your Operation
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Heavy Equipment
Heavy Equipment Code: 5913 Version: 01 Copyright © 2007. All Rights Reserved. Heavy Equipment General Assessment Information Blueprint Contents General Assessment Information Sample Written Items Written Assessment Information Performance Assessment Information Specic Competencies Covered in the Test Sample Performance Job Test Type: The Heavy Equipment assessment is included in NOCTI’s Teacher assessment battery. Teacher assessments measure an individual’s technical knowledge and skills in a proctored prociency examination format. These assessments are used in a large number of states as part of the teacher licensing and/or certication process, assessing competency in all aspects of a particular industry. NOCTI Teacher tests typically oer both a written and performance component that must be administered at a NOCTI-approved Area Test Center. Teacher assessments can be delivered in an online or paper/pencil format. Revision Team: The assessment content is based on input from subject matter experts representing the state of Pennsylvania. CIP Code 49.0202- Construction/Heavy Career Cluster 2- 47-2073.00- Operating Engineers Equipment/Earthmoving Architecture and Construction and Other Construction Equipment Operation Equipment Operators NOCTI Teacher Assessment Page 2 of 12 Heavy Equipment Wrien Assessment NOCTI written assessments consist of questions to measure an individual’s factual theoretical knowledge. Administration Time: 3 hours Number of Questions: 232 Number of Sessions: This assessment may be administered in one, two, or three -
MECHANIC I/II Application Deadline: September 16, 2020
INYO COUNTY PERSONNEL SERVICES (760) 878-0377 P. O. BOX 249 FAX (760) 878-0465 INDEPENDENCE , CA 93526 AN EQUAL OPPORTUNITY EMPLOYER (WOMEN, MINORITIES, AND DISABLED ARE ENCOURAGED TO APPLY) ANNOUNCES AN OPEN RECRUITMENT FOR: HEAVY EQUIPMENT MECHANIC I/II Application Deadline: September 16, 2020 DEPARTMENT: Road LOCATION: Countywide SALARY: Mechanic I: Range 58 $3583 $3761 $3945 $4146 $4346 (+ 2-1/2% tool allowance) Mechanic II: Range 60 $3758 $3941 $4139 $4350 $4564 (+2-1/2% tool allowance) (The above monthly salary is paid over 26 pay periods annually.) **BENEFITS: CalPERS Retirement System: Existing (“Classic”) CalPERS members hired prior to January 1, 2013 (2% at 55) – Inyo County pays employee contribution of 7% for current CalPERS members; New (“PEPRA”) CalPERS members hired after January 1, 2013 (2% at 62) will be required to pay employee portion of retirement. Medical Plan – Inyo County pays a portion of employee and dependent monthly premium on PERS medical plans; 100% of employee and dependent monthly premium paid for dental and vision; $20,000 term life insurance policy on employee. Vacation – 10 days per year during the first three years; 15 days per year after three years; 1 additional day for each year of service after ten years to a maximum of 25 days per year. Sick leave – 15 days per year. Flex (personal days) – 5 days per fiscal year. Paid holidays – 11 per year. ESSENTIAL JOB DUTIES: Maintains, repairs, and overhauls gasoline and diesel-powered construction, maintenance, and automotive equipment; examines and locates mechanical defects in a wide variety of automotive, road construction, and maintenance equipment, including diesel and gasoline-powered trucks, tractors, and motor graders; makes a variety of mechanical repairs including engine tune-ups, brake relining, electrical system repair; maintains records of time and materials used on each job; uses welding equipment to fabricate, rebuild, and strengthen various equipment parts; operates a variety of vehicles and equipment. -
Slope Stability
SLOPE STABILITY 1. General. Any excavation, which alters the levee or channel bank cross-section, either temporarily or permanently, must be checked to verify slope stability. Placement of stockpiles, heavy equipment, or other surcharges may also cause channel bank instabilities and should be analyzed. Verification of slope stability involves three basic parts: 1) obtaining subsurface information, 2) determining soil shear strengths and 2) determining a potential slide failure surface which provides the minimum safety factor against failure for various river stages. EM 1110-2-1913 and EM 1110-2-1902 provide detailed guidance for preparing a slope stability analysis. 2. Subsurface Information. Subsurface information in the vicinity of the proposed work can generally be obtained from the original levee/channel construction plans. Boring logs shown in these plans may or may not be located close to the work and the engineer must determine if additional subsurface information is needed. Additional boring(s) at the site are generally beneficial. Other completed work in the nearby vicinity may also provide useful information. Soil type, thickness of each soil zone, depth to bedrock, and groundwater conditions must be known to proceed with a slope stability analysis. 3. Selection of Soil Shear Strengths. Soils in and under levees in the Kansas City District usually consist of varying mixtures of sands, silts, and clays. Shear strength of these soils is defined in terms of a friction component (φ) and a cohesion component (C). C and φ can be determined by testing soil samples in special laboratory test apparatus or from special equipment, which can measure these parameters on site. -
South Palo Alto Tunnel with At-Grade Freight
RAIL FACT SHEETS South Palo Alto Tunnel with At-Grade Freight About the Tunnel with At-Grade Freight For the tunnel alternative, the railroad tracks will be lowered in a trench south of Oregon Expressway to approximately Loma Verde Avenue. The twin bore tunnel will begin near Loma Verde Avenue and extend to just south of Charleston Road. The railroad tracks will then be raised in trench to approximately Ferne Avenue. The new electrified southbound railroad tracks will be built at the same horizontal location as the existing railroad track, however, the northbound track will be moved to the east within the limits of the tunnel to accommodate the spacing required between the twin bores. The railroad tracks in the trench and tunnel will carry only passenger trains. The freight trains will remain at-grade. The roadways at Meadow Drive and Charleston Road remain at their existing grade and will have a similar configuration that exists today with the addition of Class II buffered bike lanes on Charleston Road. This will require expanding the width of the road to maintain bike lanes through the overpass of the railroad. By the numbers Neighborhood Considerations • Diameter of twin bores is 30 feet. • Alma Street will permanently be reduced to one lane • Railroad track is designed for 110 mph. in each direction from south of Oregon Expressway to Ventura Avenue and from Charleston Road to Ferne • Meadow Drive and Charleston Road are Avenue. designed for 25 mph. • The train tracks will be approximately 70 feet below the Proposed Ground Level View - Looking Southwest • Maximum grade on railroad is 2%. -
Appendix F: Geotechnical Engineering Investigation
City of Santa Rosa—College Creek Apartments Project CEQA Guidelines Section 15183 Environmental Checklist Appendix F: Geotechnical Engineering Investigation FirstCarbon Solutions THIS PAGE INTENTIONALLY LEFT BLANK GEOTECHNICAL ENGINEERING INVESTIGATION PROPOSED WEST COLLEGE A VENUE APARTMENTS 2150 W. COLLEGE A VENUE SANT A ROSA, CALIFORNIA KA PROJECT No. 042-19004 APRIL 16, 2019 Prepared for: Ms. ROYCE PATCH USA PROPERTIES FUND, INC. 3200 DOUGLAS BOULEVARD, SUITE 200 ROSEVILLE, CALIFORNIA 95661 Prepared by: KRAzAN & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING DIVISION 1061 SERPENTINE LANE, SUITE F PLEASANTON, CALIFORNIA 94566 (925) 307-1160 ~~l<razan_ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING• ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 16, 2019 KA Project No. 042-19004 Ms. Royce Patch USA Properties Fund, Inc. 3200 Douglas Boulevard, Suite 200 Roseville, California 95661 RE: Geotechnical Engineering Investigation Proposed West College Avenue Apartments 2150 W. College A venue Santa Rosa, California Dear Ms. Patch: In accordance with your request, we have completed a Geotechnical Engineering Investigation for the above-referenced site. The results of our investigation are presented in the attached report. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (925) 307-1160. DRJ:ht With Offices Serving The Western United States 1061 Serpentine Lane, Suite F •Pleasanton CA 94566 • (925) 307-1160 •Fax: (925) 307-1161 04219004 Report (West College Ave Apartments).doc -
CHAPTER 9. SITE DEVELOPMENT Article 1. Grading, Excavation and Filling Sec
Walnut Creek Municipal Code TITLE 9. BUILDING REGULATIONS CHAPTER 9. SITE DEVELOPMENT CHAPTER 9. SITE DEVELOPMENT Article 1. Grading, Excavation and Filling Sec. 9-9.01. Purpose. It is the declared intent of the City of Walnut Creek to promote the conservation of natural resources, including the natural beauties of the land, streams and water sheds, hills and vegetation, and as described in Sec. 10-2.1301 of the Walnut Creek Municipal Code and Government Code §65560(b) (1) to protect the health and safety, including the reduction or elimination of the hazards of earth slides, mud flows, rock falls, undue settlement, erosion, siltation and flooding, or other special conditions as described in Government Code §65560(b) (4) by minimizing the adverse effects of grading, cut and fill operations, water runoff and soil erosion. Therefore, the following regulatory provisions of this chapter are hereby adopted for the purpose of stringent control of all aspects of grading operations. (§1, Ord. 1193, eff. December 26, 1973) Sec. 9-9.02. Permits Required. No person shall do any grading without first having obtained a grading permit from the City except for the following: a. An excavation below finished grade for basements and footings of a building, retaining wall, swimming pool or other structure authorized by a valid building permit. This statement shall not exempt from permit requirements any fill made with the material from such excavation nor exempt any excavation having an unsupported height greater than five feet after the completion of such structure; b. Cemetery graves; c. Refuse disposal sites controlled by other regulations; d. -
Slope Stabilization and Repair Solutions for Local Government Engineers
Slope Stabilization and Repair Solutions for Local Government Engineers David Saftner, Principal Investigator Department of Civil Engineering University of Minnesota Duluth June 2017 Research Project Final Report 2017-17 • mndot.gov/research To request this document in an alternative format, such as braille or large print, call 651-366-4718 or 1- 800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2017-17 4. Title and Subtitle 5. Report Date Slope Stabilization and Repair Solutions for Local Government June 2017 Engineers 6. 7. Author(s) 8. Performing Organization Report No. David Saftner, Carlos Carranza-Torres, and Mitchell Nelson 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Civil Engineering CTS #2016011 University of Minnesota Duluth 11. Contract (C) or Grant (G) No. 1405 University Dr. (c) 99008 (wo) 190 Duluth, MN 55812 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Local Road Research Board Final Report Minnesota Department of Transportation Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http:// mndot.gov/research/reports/2017/201717.pdf 16. Abstract (Limit: 250 words) The purpose of this project is to create a user-friendly guide focusing on locally maintained slopes requiring reoccurring maintenance in Minnesota. This study addresses the need to provide a consistent, logical approach to slope stabilization that is founded in geotechnical research and experience and applies to common slope failures. -
Section 31 22 13 ‐ Site Grading
University of Houston Master Construction Specifications Insert Project Name SECTION 31 22 13 ‐ SITE GRADING PART 1 ‐ GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the earthwork generally consisting of excavation, filling, backfilling and subgrade preparation as required for construction of site retaining walls/structures, slab on grade walks, pavement surfaces, landscaped areas and the general shaping of the site as shown, described or reasonably inferred on the drawings. B. Subsurface data is available from the *Owner. Contractor is urged to carefully analyze the site conditions. C. This section excludes work necessary for building pad preparations. Work within the building footprint and surrounding 5 feet shall be accomplished under technical specification 31 23 00 Excavation and Fill prepared by *STRUCTURAL ENGINEER]. D. Construction Means, Methods, Techniques, Sequences and Procedures: 1. The Contractor is solely responsible for, and has sole control over, construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. 2. Shoring that is required to complete the Work, is considered a method or technique and is the sole responsibility of the Contractor. If a regulatory agency requires a licensed engineer to design, approve or provide drawings for shoring, then it is the sole responsibility of the Contractor to engage the services of a qualified Engineer for shoring design services. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including A‐procurement and Contracting Requirements, Division 00 and Division 01 apply to this section. B. Section 31 11 00 Clearing and Grubbing C. Section 31 23 33 Trenching, Backfilling and Compaction D. -
Steep Slopes
FACT SHEET : 12 FACT SHEET: 12 Steep Slopes iTRaC is the Nashua Regional Steep slopes are legally defined as hillsides Figure 1: Example of a 15% slope Planning having a 15 foot, or greater, vertical rise Commission’s over 100 feet of horizontal run, or 15% slope 15% slope new approach 75’ to community (Figure 1). They are often undesirable ar- planning that eas for development due to the difficulty focuses on 500’ integrating of building on steep grades. On the other transportation, hand, these slopes can provide wildlife land use and environmental habitat, recreational opportunities, and Steep slopes have a ≥15 ft vertical rise over a planning. The scenic views, preserving the unique and 100 ft horizontal run, or a 15% slope. program was developed to culturally valuable environmental qualities assist that people treasure in New Hampshire. communities in dealing with the challenges of growth in a Difficulties Developing Steep Slopes coordinated Strategies for Developing Steep Slopes way that sustains Erosion ~ The loss of vegetation and Vegetation can stabilize soil and prevent erosion community disruption of natural drainage patterns on steep slopes by binding loose soil with roots character and brought about by development on a sense of and slowing the passage of water down the place. steep slopes can cause erosion problems slope. Replanting disturbed locations after con- leading to potential flooding, stream struction with a combination of trees, shrubs, sedimentation, and slope instability. and groundcover is key. Infrastructure ~ Providing infrastructure to hillside development can be expensive Berms are long earthen mounds running per- to engineer and construct. -
Chapter 1 Overview and History of the Expanded Shale, Clay and Slate
Chapter 1 Overview and History of the Expanded Shale, Clay and Slate Industry April 2007 Expanded Shale, Clay & Slate Institute (ESCSI) 2225 E. Murray Holladay Rd, Suite 102 Salt Lake City, Utah 84117 (801) 272-7070 Fax: (801) 272-3377 [email protected] www.escsi.org CHAPTER 1 1.1 Introduction 1.2 How it started 1.3 Beginnings of the Expanded Shale, Clay and Slate (ESCS) Industry 1.4 What is Rotary Kiln Produced ESCS Lightweight Aggregate? 1.5 What is Lightweight Concrete? 1.6 Marine Structures The Story of the Selma Powell River Concrete Ships Concrete Ships of World War II (1940-1947) Braddock Gated Dam Off Shore Platforms 1.7 First Building Using Structural Lightweight Concrete 1.8 Growth of the ESCS Industry 1.9 Lightweight Concrete Masonry Units Advantages of Lightweight Concrete Masonry Units 1.10 High Rise Building Parking Structures 1.11 Precast-Prestressed Lightweight Concrete 1.12 Thin Shell Construction 1.13 Resistance to Nuclear Blast 1.14 Design Flexibility 1.15 Floor and Roof Fill 1.16 Bridges 1.17 Horticulture Applications 1.18 Asphalt Surface Treatment and Hotmix Applications 1.19 A World of Uses – Detailed List of Applications SmartWall® High Performance Concrete Masonry Asphalt Pavement (Rural, City and Freeway) Structural Concrete (Including high performance) Geotechnical Horticulture Applications Specialty Concrete Miscellaneous Appendix 1A ESCSI Information Sheet #7600 “Expanded Shale, Clay and Slate- A World of Applications…Worldwide 1-1 1.1 Introduction The purpose of this reference manual (RM) is to provide information on the practical application of expanded shale, clay and slate (ESCS) lightweight aggregates. -
Heavy Equipment & Earth-Moving Activities
Spill Response Agencies This brochure is one of a series of pamphlets • Erosion Prevention describing storm drain protection measures. ! To report a spill or release of hazardous material that actively threatens people or property call: Other pamphlets include: Stormwater ! After clearing, grading or excavating, ex- City of Long Beach - Fire Department posed soil poses a clear and immediate danger of Dial 911 Automotive Maintenance & Car Care Best Management stormwater pollution. Revegeta- ! To report a spill or release of motor oil, paint, solvents, or fuel in immediate danger of entering storm drain system call: Food Service Industry tion (permanent or temporary) City of Long Beach - Fire Department Fresh Concrete & Mortar Practices (BMPs) Dial 911 is an excellent form of ero- Application sion control for any site. If not in immediate danger of entering storm drain system call: General Construction & Site City of Long Beach - Fire Department Supervision Avoid excavation (562) 436-8211 ! To report non-hazardous spills in sewer system call: Horse Owners & Equine and grading activities during wet weather. City of Long Beach - Water Department Industry (562) 570-2390 Home Repair & Remodeling ! Construct diversion dikes to channel runoff Storm Drains & Public Streets around the site. Line channels with grass or ! To report clogged catch basins & drains call: Landscaping, Gardening & Pest Control City of Long Beach - Water Department roughened pavement to reduce runoff veloc- (562) 570-2390 Painting ity. ! To report sediment of mud in public street or alley call: City of Long Beach - Department of Public Works Swimming Pool, Jacuzzi & (562) 570-2700 Fountain Maintenance ! Cover stockpiles and excavated ! To report trash, leaves, branches, & grass clippings in the Roadwork & Paving soil with secured tarps or plas- public street or alley call: City of Long Beach - Department of Public Works For additional brochures call: tic sheeting. -
Fundamentals of Site Grading Design
188.pdf A SunCam online continuing education course Fundamentals of Site Grading Design by Joshua A. Tiner, P.E. 188.pdf Fundamentals of Site Grading A SunCam online continuing education course Table of Contents A. Introduction B. Basics • Background: • Existing Conditions: • Contour Lines: • Spot Elevations / Spot Grades: • Other Standard Annotations: • Slope • Plan Setup • Limit of Disturbance / Transition between Existing and New Grades • The Inverse Slope/Contour Calculation Method C. Design Parameters and Other Limitations • Design Parameters • Positive Drainage • Rules of Thumb o Maximum Access Drive Slope: 8% o Maximum Parking Lot Slope: 5% o Maximum Slope in Maintainable Grassed Landscaped Areas 3:1 o Maximum Slope in Stabilized Landscaped Areas 2:1 o Slopes exceeding 2:1 o Minimum Slope of Asphalt: 1.5% o Minimum Slope of Concrete: 0.75% o Minimum Slope of Concrete Curb: 0.75% o Loading Dock grading: 2.0% for 60’ • ADA Requirements • Cut-Fill Analysis • Rock Ledge walls D. Other Grading Features • Berms • Swales • Ridge Lines • Retaining Walls E. Problem Areas and Other Locations of Importance • Landscaped Islands and Peninsulas • ADA Parking Spaces • Longitudinal Islands with Sidewalks • Flush Ramps • Drainage Outfall Location • Setting the Finished Floor • Property Line grading F. Summary and Conclusion www.SunCam.com Copyright 2014 Joshua A. Tiner, P.E. Page 2 of 24 188.pdf Fundamentals of Site Grading A SunCam online continuing education course A. Introduction This course is developed to identify the fundamentals of site grading design to those who are not experienced with site grading design, as well as a refresher to anyone who has worked in Civil Engineering and/or Land Development.