Drainage Patterns Clause Samples

Drainage Patterns. The Breakfast Point area stormwater runoff collects from the area identified within the project boundaries. Runoff from Panama City Beach does pass through the project area. Two major canals collect stormwater runoff from the south side of US Highway 98 from within the city limits of Panama City Beach. The first canal routes the collected stormwater runoff through the southeast corner of the project boundary and discharges into ▇▇▇▇▇▇▇▇ Bayou. The second canal routes stormwater through the southwest corner of the project boundaries. Runoff generated from within the project area is collected in a series of manmade ditches. The ditches and additional features are illustrated in Exhibit 2-4. The eastern side of the project area discharges towards the east directly into ▇▇▇▇▇▇▇▇ Bayou. ▇▇▇▇▇▇▇▇ Bayou is directly connected to West Bay/Intracoastal Waterway. The center of the project area presently discharges through a manmade ditch towards the north (North-South Canal). This manmade ditch collects water from the central drainage basins and discharges through four existing 36-inch culverts into Basin Bayou, which is also directly connected to West Bay/Intracoastal Waterway. Under preconditions, the earthen berm created from the excavation of the North-South Canal does not allow stormwater to flow east. The western portion of the project area is directly connected to Botheration Bayou or West Bay. A small portion of the southwest corner of the project area directs runoff into Botheration Bayou.
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Drainage Patterns. Alternative One is located within the Muchakinock Drainage Basin that extends out from the Des Moines River. The north half of Alternative Two is drained by an unnamed tributary extending out from the South Skunk River while drainage on the south half of the site is provided by an unnamed tributary extending out from the Des Moines River. There are no FEMA (Federal Emergency Management Agency) designated 100 year flood plains on Alternative Two, while there are on Alternative One. Both site locations have pronounced drainage patterns, stream corridors, and potential wetland areas.
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Related to Drainage Patterns

  • 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. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • 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 (▇▇▇) ▇▇▇-▇▇▇▇. 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.

  • Sprinkler System TWENTY-SIXTH.--If there now is or shall be installed in said building a "sprinkler system" the Tenant agrees to keep the appliances thereto in the demised premises in repair and good working condition, and if the New York Board of Fire Underwriters or the New York Fire Insurance Exchange or any bureau, department of official of the State or local government requires or recommends that any changes, modifications, alterations or additional sprinkler heads or other equipment be made or supplied by reason of the Tenant's business, or the location of partitions, trade fixtures, or other contents of the demised premises, or if such changes, modifications, alterations, additional sprinkler heads or other equipment in the demised premises are necessary to prevent the imposition of a penalty or charge against the full allowance for a sprinkler system in the fire insurance rate as fixed by said Exchange, or by any Fire Insurance Company, the Tenant will at the Tenant's own expense, promptly made and supply such changes, modifications, alterations, additional sprinkler heads or other equipment. As additional rent hereunder the Tenant will pay to the Landlord, annually in advance, throughout the term $ toward the contract price for sprinkler supervisory service.

  • Plumbing fixtures and appliances shall be used only for the purposes for which designed, and no sweepings, rubbish, rags or other unsuitable material shall be thrown or deposited therein. Damage resulting to any such fixtures or appliances from misuse by a tenant or its agents, employees or invitees, shall be paid by such tenant.