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.
Sample 1Sample 2
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. ▪ 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 (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.

  • SPRINKLER SYSTEM If there now is or shall be installed in the Building a "sprinkler system", and such system or any of its appliances shall be damaged or injured or not in proper working order by reason of any act or omission of Tenant, Tenant's agents, servants, employees, licensees or visitors, Tenant shall forthwith restore the same to good working condition at its own expense; and if the New York Board of Fire Underwriters or the New York Fire Insurance Rating Organization or any bureau, department or official of the state or city government, shall require or recommend that any changes, modifications, alterations or additional sprinkler heads or other equipment be made or supplied by reason of Tenant's business, or the location of the partitions, trade fixtures, or other contents of the Premises, Tenant shall, at Tenant's expense, promptly make and supply such changes, modifications, alterations, additional sprinkler heads or other equipment.

  • 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.

  • Electrical Provide drawings for the following systems: .1 Lighting including circuiting and luminaire identification and switching. Also provide illuminance computer printout for all indoor typical indoor spaces and parking lots. .2 Convenience outlets and circuiting, special outlets and circuiting, television outlets, and power systems and equipment. Provide riser diagrams for all electrical systems including master clock, intercom, fire alarm, ITV, computer networking/telephone. Also, provide for emergency and normal power distribution. Provide luminaire schedule. .3 Panel schedule may be in preliminary form but circuitry must be included. .4 Applicable installation details. .5 General legend and list of abbreviations. .6 Voltage drop computation for all main feeders. .7 Short circuit analysis .8 Provide 1/2" scale floor plan and wall elevations for all electrical rooms.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If ECI chooses to subtend a Verizon access Tandem, ECI’s NPA/NXX must be assigned by ECI to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 ECI shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from ECI’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office ECI utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow ECI’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • Fences Except for establishment cost incurred by the United States and replacement cost not due to the Landowner’s negligence or malfeasance, all other costs involved in maintenance of fences and similar facilities to exclude livestock are the responsibility of the Landowner. The installation or use of fences which have the effect of preventing wildlife access and use of the Easement Area are prohibited on the Easement Area, easement boundary, or on the Landowner’s land that is immediately adjacent to, and functionally related to, the Easement Area.

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

  • Sprinklers Subject to any terms, conditions and limitations set forth herein, Landlord shall provide an operative sprinkler system consisting of mains, laterals, and heads “AS IS” on the date of delivery of the Premises to Tenant. Tenant shall pay for piping distribution, drops and relocation of, or additional, sprinkler system heads and Building firehose or firehose valve cabinets, if Tenant’s Plans and/or any applicable Laws necessitate such.