Drainage Patterns Sample Clauses

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 Xxxxxxxx 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 Xxxxxxxx Bayou. Xxxxxxxx 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.
Sample 1

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. 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.

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • 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:

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • Irrigation The City shall provide water to the Premises for the purpose of irrigating the facility. The City specifically reserves the right to restrict water usage under this Agreement if water restrictions are placed on other water users within the City. Prior to the start of the season, City will provide charge up and run through the automatic irrigation systems to check for proper operation. City will provide Lessee with a radio for remote operation of the irrigation system, which Lessee shall use for the day to day maintenance, repair, and monitoring of the irrigation system. If the radio is lost, stolen, broken, or is rendered unusable, Lessee shall pay $1500 for the replacement radio. City is responsible for the maintenance and repair of the following irrigation elements, to the extent applicable: curb stops, backflow prevention devices, backflow enclosures, main line pipings, electric control valves, and controllers. Lessee shall notify Parks Division Water managers by email if any of these irrigation elements are malfunctioning or broken.

  • ROAD TOLERANCES Purchaser shall perform road work within the tolerances listed below. The tolerance class for each road is listed on the TYPICAL SECTION SHEET. Tolerance Class A B C Road and Subgrade Width (feet) +1.5 +1.5 +2.0 Subgrade Elevation (feet +/-) 0.5 1.0 2.0 Centerline alignment (feet lt./rt.) 1.0 1.5 3.0 1-6 ORDER OF PRECEDENCE Any conflict or inconsistency in the road plan will be resolved by giving the documents precedence in the following order:

  • 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.

  • 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.

  • Electrical Provide drawings for the following systems:

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