Soakaways Sample Clauses

Soakaways. TS-926 Soakaways shall be constructed in one of the following ways: • Precast concrete rings to BS 556. • 200mm (min) cast in situ concrete. TS-927 Cover and base slabs shall be at least 150mm thick Grade (A) reinforced concrete, or precast covers according to Specification and as directed and approved .by the Managin Official. TS-928 Removable covers shall be as described for manhole covers. TS-929 Soakaways shall be of the sizes and in the positions shown on the Drawings or as directed on site by the Managing Official. TS-930 Soakaways constructed in cast in site concrete shall have walls of at least 200mm thicknesses. TS-931 Soakaways shall meet the requirements of the Local Authority.
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Related to Soakaways

  • Toilets Papers, dust, cobwebs, peels, cans/bottles, cigarette butts, excrement on floor, bad smells, water pools, leaking sewage, rodents, animals (dead or alive), overflowing sanitary bins. 0 = NOT APPLICABLE 1 = UNACCEPTABLE (Toilets out of order. Toilets not cleaned on daily basis.) 2 = POOR (Toilets cleaned, but still visible signs of dirt, e.g. dust, cobwebs.) 3 = GOOD (Obvious sign that toilets are cleaned daily.) 4 = EXCELLENT (Extra effort is put in to ensure cleanliness, e.g. using detergents.)

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Welding Welding and use of cutting torches or cutoff saws will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum 10-foot radius of all welding and cutting operations. A shovel and a 5-gallon standard backpack water container filled and with handpump attached shall be immediately available for use in the event of a fire start. C8.212 – MARKET-RELATED CONTRACT TERM ADDITION (11/08). The term of this contract may be adjusted when a drastic reduction in wood product prices has occurred in accordance with 36 CFR 223.52. The Producer Price Index used to determine when a drastic reduction in price has occurred is stated in A20. Purchaser will be notified whenever the Chief determines that a drastic reduction in wood product prices has occurred. If the drastic reduction criteria specified in 36 CFR 223.52 are met for 2 consecutive calendar quarters, after contract award date, Contracting Officer will add 1 year to the contract term, upon Purchaser’s written request. For each additional consecutive quarter such a drastic reduction occurs, Contracting Officer will, upon written request, add an additional 3 months to the term during Normal Operating Season, except that no single 3-month addition shall extend the term of the contract by more than one year. Contracting Officer must receive Purchaser’s written request for a market-related contract term addition before the expiration of this contract. No more than 3 years shall be added to a contract's term by market-related contract term addition unless the following conditions are met:

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