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. 2. City shall allow Developer to excavate and export soils for use as fill in other locations, subject to approval of a grading permit. 3. The location and manner of excavation shall be mutually acceptable to both City and Developer and shall be generally consistently with any preliminary grading plans.
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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.
Soil Excavation. 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
Soil Excavation. During excavation, all exposed pits shall be whenever possible backfilled immediately or covered. Where it is unavoidable to transiently pile up soils next to the excavation pit, the transient pile shall be bottom-lined, bunded and covered with impervious membrane during rain event in order to avoid generation of contaminated runoff.
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...
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. 2. The location and manner of excavation shall be mutually acceptable to both City and Developer and shall be generally consistently with any preliminary grading plans. 3. City shall allow Developer to excavate and export soils for use as fill in other locations, subject to approval of a grading permit.

Related to Soil Excavation

  • Excavation If an excavation shall be made upon land adjacent to the Leased Premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the Leased Premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which the Leased Premises form a part from injury or damage and to support the same by proper foundation, without any claim for damages or indemnity from Landlord, or diminution or abatement of Rent.

  • ADJACENT EXCAVATION-SHORING If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

  • Underground Tanks If underground or other storage tanks storing Hazardous Materials located on the Premises or the Project are used by Tenant or are hereafter placed on the Premises or the Project by Tenant, Tenant shall install, use, monitor, operate, maintain, upgrade and manage such storage tanks, maintain appropriate records, obtain and maintain appropriate insurance, implement reporting procedures, properly close any underground storage tanks, and take or cause to be taken all other actions necessary or required under applicable state and federal Legal Requirements, as such now exists or may hereafter be adopted or amended in connection with the installation, use, maintenance, management, operation, upgrading and closure of such storage tanks.

  • Underground Storage Tanks In accordance with the requirements of Section 3(g) of the D.C. Underground Storage Tank Management Act of 1990, as amended by the District of Columbia Underground Storage Tank Management Act of 1990 Amendment Act of 1992 (D.C. Code § 8-113.01, et seq.) (collectively, the “UST Act”) and the applicable D.C. Underground Storage Tank Regulations, 20 DCMR Chapter 56 (the “UST Regulations”), District hereby informs the Developer that it has no knowledge of the existence or removal during its ownership of the Property of any “underground storage tanks” (as defined in the UST Act). Information pertaining to underground storage tanks and underground storage tank removals of which the D.C. Government has received notification is on file with the District Department of the Environment, Underground Storage Tank Branch, 00 X Xxxxxx, X.X., Xxxxx Xxxxx, Xxxxxxxxxx, X.X., 00000, telephone (000) 000-0000. District’s knowledge for purposes of this Section shall mean and be limited to the actual knowledge of Xxxxxx Xxxxx, Property Acquisition and Disposition Division of the Department of Housing and Community Development, telephone no. (000) 000-0000. The foregoing is set forth pursuant to requirements contained in the UST Act and UST Regulations and does not constitute a representation or warranty by District.

  • 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.

  • Porcupine Site Highway 11 and the City of Timmins Thunder Bay and District Toronto/York-Peel

  • 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 Any water, except capillary moisture, beneath the land surface or beneath the bed of any stream, lake, reservoir or other body of surface water within the boundaries of this state, whatever may be the geologic formation or structure in which such water stands, flows, percolates, or otherwise moves.

  • 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: 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

  • Demolition The Lessor shall remove existing abandoned electric, telephone, and data cabling and devices, as well as any other improvements or fixtures in place, to accommodate the Government’s requirements. Any demolition of existing improvements that is necessary to satisfy the Government’s layout shall be done at the Lessor’s expense.

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