Soil Excavation Sample Clauses

Soil Excavation. 1. Developer shall allow City to excavate soils from the Project Area for City’s use as fill in the construction of the Peabody Road overcrossing or other public improvements within the Specific Plan Area, or other areas upon agreement by the Parties, constructed by City or constructed by another entity on behalf of City. Developer will not charge City for soils; City will be responsible for the cost of permitting, excavation, storm water requirements, transport of soils and stabilization of the area from which the soils were taken.
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Soil Excavation. 5.7.1 During excavation, all exposed pits shall be whenever possible backfilled immediately or covered. Where it is unavoidable to have transient soil piles pending collection for treatment, the transient piles shall be bottom-lined, bunded and covered during rain events with impervious membrane. As such, it is unlikely that the surface runoff would be contaminated. With proper implementation of the above mitigation measures, no adverse water quality impact associated with excavation works is expected on the identified water sensitive receivers Decontaminated Water and Wastewater from Wheel Washing
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Soil Excavation. Soil shall be excavated from either borrow areas #1 or #2, or any other areas within the landfill site as directed by the Department. Contractor will also be allowed to excavate the existing intermediate cover soil in the immediate area that will receive waste. Contractor will not be allowed to excavate soil from a Waste Management Unit (WMU) in which Contractor will not be placing waste during the next three to six months. This is to prevent generation of additional leachate and gas emissions once some of the cover is removed. Contractor shall coordinate with the Department to reduce the size of intermediate cover soil removal to minimize this impact. Grades and tolerances shown on the Borrow Plan (Sheet 8) shall be adhered to and any excavation areas shall be graded to promote positive drainage. Soil shall be excavated only for landfill operations or as directed by the Department. In the event the Department directs the Contractor to excavate from any area other than the soil borrow areas identified on Borrow Plan (Sheet 8), or the existing intermediate cover soil on WMUs 4, 5, 6A, 6B, 6C, and 6D the haul distance will be less than or equal to the haul distance between the identified soil borrow areas on Borrow Plan (Sheet 8), and the active filling area. In borrow areas #1 or #2, where excavation is required below surrounding ground level, ponding of liquid shall be controlled and minimized so further excavation activities are not halted. Excavation could potentially expose buried cultural resources including prehistoric Native American burials. County shall retain a Professional Archaeologist to provide pre- construction briefing(s) to Contractor’s supervisory personnel to alert them to the possibility of exposing significant prehistoric archaeological resources within borrow area #2. The Contractor may be required to provide pumps, pipes, hoses, or any other equipment necessary to remove ponding to appropriate drainage locations. Contractor is responsible to acquire permission from the Department prior to discharge of surface water or ground water to any of the drainage ditches. The existing long term intermediate cover soil on WMUs 4, 5, 6A, 6B, 6C, and 6D shall be excavated and used for daily and intermediate cover soil as needed. Long term intermediate cover soil on WMUs 4, 5, 6A, 6B, 6C, and 6D may be excavated in advance of waste placement activities, provided the following conditions are maintained;  During the dry months (June, July, August, a...
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Soil Excavation. Based on previous assessment activities, the impacted soil/fill material is visually differentiable from the apparent native/non-impacted soil. Therefore, the cleanup excavation activities on the northern portion of the site (to begin after the removal and treatment of soils discussed above) will excavate directly to the apparent native/non-impacted soil interface followed by six-inch lifts until XRF field screening results show no further elevated metals impacts. Excavation base samples and side-wall/perimeter samples will be collected for XRF and laboratory verification analyses following excavation activities. A layer of concrete washout, which ranges from 1 to 10 feet thick, is found over the majority of the site with the exception of the northernmost portion and the southwest corner. A large portion of the concrete washout material will be left in place and will provide an exposure barrier for the fill layer below. A portion of the concrete washout material may be removed, pending the results of a Public Improvement Plan Study, to provide surface water drainage from the north portion of the site to Jordan Creek in the south. Removed concrete washout may be crushed on site and used in the future as trail base, as an exposure barrier for contaminated soils left on site, or for clean fill. Before reuse on site, the concrete will be sampled for RCRA 8 metals, further details are provided in Section 6.3.
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Related to Soil Excavation

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

  • Built-up Area The built-up area for the Designated Apartment or any other Unit shall mean the Carpet Area of such Unit and Balcony area and 50% (fifty percent) of the area covered by those external walls which are common between such Unit/Balcony and any other Unit/Balcony and the area covered by all other external walls of the such Unit/Balcony.

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

  • Wet Weather In the event of wet weather, work in the open will continue until the particular work in hand can no longer be done safely and efficiently. Whilst it is raining, employees will be required to: Continue to work under cover or relocate to alternative work under cover, on site. Obtain materials and services for employees working under cover where there is only minimal exposure to inclement weather. When required, perform emergency and safety work. In addition, work on unexpected breakdowns, which can be corrected in limited time duration. Should a portion of the project be affected by wet weather, all other employees not so affected shall continue working in accordance with award conditions, regardless that some employees may be entitled to cease work due to wet weather. If a halt to productive work occurs due to inclement weather, the parties agree that employees may be relocated to other unaffected sites. Where the above steps are not possible, affected employees may be required to attend tool box meetings, work planning sessions or skills development activities, all of which will count as productive time for payment purposes.

  • Groundwater The groundwater shall not be degraded as a result of the waste maintained at the facility.

  • Exterior Drainage Does water stand on the property for more than 24 hours after a heavy rain? Yes No Unknown Comments Are gutters and downspouts in good repair? Yes No Unknown Comments:

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

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