Storm Sewers. Storm sewers, including manholes, catch basins and connections shall be installed in the locations and of such sizes as indicated within the Land on Schedule “A-1” of engineering plans prepared by the Engineer and approved by the City and set out on Schedule “D” attached hereto. Storm sewers shall be designed in accordance with current design data of the Municipal Works Department and shall properly drain the Land on the said Plan and accommodate the drainage from abutting land and runoff from the roofs of buildings erected in the said Plan as indicated on Schedule “A-1” attached hereto and shall be constructed to an adequate outlet. Storm sewer pipe shall be PVC or concrete with rubber gasket joints. Bedding shall be Class “B” unless otherwise stipulated, consisting of approved crushed granular material mechanically compacted to a minimum Xxxxxxx Density of 95% in 150mm layers under the pipe to a depth of one-third (1/3) the outside diameter, such depth being a minimum of 150mm and maximum of 300mm. Like material shall be placed in 150mm layers, mechanically compacted, on both sides of the pipe and to a depth of 300mm above the pipe, to the full width of trench, which, at the top of pipe, shall not exceed 600mm plus the outside diameter of the pipe.
Storm Sewers. The Subdivider shall install storm sewers sufficient to drain the Land properly and to drain abutting real property as required by the County and the following provisions shall apply:
Storm Sewers. The Subdivider shall install storm sewers, with appurtenances, catch basins and leads sufficient to drain the Phase II Land properly and to drain abutting real property as required by the Municipal Engineer; and the following provisions shall apply to the storm sewer works:
Storm Sewers. Routine maintenance of any storm sewer facilities construction, including the water quality baffles. Routine maintenance includes, but is not limited to, removal of sediment, debris, vegetation and ice from grates and catch basins, and any other maintenance activities necessary to preserve the facilities and to prevent conditions such as flooding, erosion, or sedimentation, this also includes informing the District Maintenance Engineer of any needed repairs.
Storm Sewers. Storm sewers, including manholes, catch basins and connections shall be installed in the locations and of such sizes as indicated within the Land on Schedule “A-1” of engineering plans prepared by the Engineer and approved by the City and set out on Schedule “D” attached hereto. Storm sewers shall be designed in accordance with current design data of the Ministry of the Environment, Conservation and Parks and Engineering Department and shall properly drain the Land on the said Plan and accommodate the drainage from abutting land and runoff from the roofs of buildings erected in the said Plan as indicated on Schedule “A-1” attached hereto and shall be constructed to an adequate outlet. Storm sewer pipe shall be PVC or concrete with rubber gasket joints. Bedding shall be Class “B” unless otherwise stipulated, consisting of approved Granular “A” material compacted to 100% of material’s Standard Xxxxxxx Maximum Dry Density (SPMDD) in accordance with OPSD 802.010. Where conditions warrant, the bedding material plus surround to spring line of pipe shall be 19mm Type 1 Clear Stone.
Storm Sewers. (a) The Developer shall, at no expense to the Town, except as hereinafter provided, construct and install all storm sewers to the 200 mm diameter PVC sanitary main, complete with manholes and other accessories both within and outside the development area which may, in the opinion of the Town, be required to serve the development area and that the servicing works shall include Parts 1, 2, 3, 4 Plan 59R-15974 and Parts 1, 2 and 3 Plan 59R- 15972 and the buildings to be erected thereon, in accordance with Town standards and approved drawings by the Director of Public Works and filed in the Town's offices prior to the issuance of a Building Permit. The design of such services shall be approved by the Director of Public Works prior to commencing construction and installation of the services.
(b) If required by the Town, and prior to the execution of this Agreement by the Town, the Developer shall undertake review of the existing downstream storm sewer system to ensure the capacity of the system is sufficient for the increase in flows from the Development Agreement. In the event the downstream system is inadequate for the flow increase from this development, upgrading of those facilities will be the financial responsibility of the Developer and the Work required and/or necessary to upgrade such facilities shall be completed by the Developer as part of development of this Development Agreement to the complete satisfaction of the Director of Public Works.
(c) The Developer shall, at no expense to the Town, construct a storm sewer system, including service laterals from the storm main to the property line and other appurtenances, to adequately service the Lands. All storm sewers, including upgrading of downstream facilities if deemed necessary by the Town, shall be constructed according to the approved Plans and specifications. Plans must be approved by the Director of Public Works, the Region of Niagara Public Works Department and the Ministry of the Environment and Climate Control, and the construction and materials used therein shall be in accordance with the Town’s most recent specifications therefore.
(d) The location of the storm sewer laterals shall be illustrated on a detailed Site Servicing and Grading Plan drawing including calculations and restoration of affected road and boulevard surfaces. The Site Servicing and Grading Plan
(e) Prior to Certificate of final completion, the storm sewer system must be flushed by high pressure flushing equipment and a di...
Storm Sewers. Shall be kept clean and free from debris; traps and sumps cleaned as required after each storm.
Storm Sewers. The Town Board reserves the right to require the installation of storm sewers. The storm sewer shall be installed in accordance with the specifications and under the guidance of the Town Board. The cost of said storm sewer shall be charged to the developer.
Storm Sewers. Xxxxxx Springs shall require any development of the Property to meet Xxxxxx Springs Storm Water regulations, as may be amended from time to time. Edwardsville hereby grants to Xxxxxx Springs, upon compliance with the mutual covenants, agreements and conditions contained herein, and subject to approval by the Unified Government of Wyandotte County/Kansas City, Kansas (UG), permission to connect the Property located at the southwest corner of Riverview Avenue and 110th Street in Xxxxxx Springs, Kansas (000 X. 000xx Xxxxxx) to the Edwardsville System at a single point of connection. Wastewater will deliver and discharge from said Property into the Edwardsville System; and, Edwardsville shall ensure the proper transport, treatment, and disposal of the wastewater received from Xxxxxx Springs. It shall be the sole responsibility of Edwardsville to convey and deliver the Wastewater from the Property. The parties concur the owner of the property is pursuing rezoning from A-1, Agricultural District to I-1, Light Industrial District in accordance with the Zoning Ordinance of Xxxxxx Springs, Kansas as amended through Ordinance No. 2458, January 11, 2018, and, accordingly, Xxxxxxxxxxxx agrees to accept a maximum of 100,000 gallons per day (gpd) and a peaking factor of 3. Such sewer capacity is contingent upon the development of said property within 36 months unless extended by mutual agreement of the parties. The cost of all improvements necessary to convey Wastewater to a designated Point of Entry, mutually agreed upon at a later date, together with the cost of normal connection fees and charges set by Edwardsville shall be borne by Xxxxxx Springs. Xxxxxx Springs and Edwardsville shall coordinate the design, contracting, construction and financing of improvements and acquisition of any necessary rights-of-way and easements for such facilities subject to Edwardsville approval. All designs, materials and specifications shall conform to KDHE requirements as a minimum standard. Edwardsville agrees to maintain the wastewater system(s) on and off the property in good condition and to make repairs in a timely manner and to require its customers to maintain and repair their respective systems. Xxxxxx Springs shall not have any responsibility or liability now or ever for the operation of Edwardsville’s System(s), except as agreed to in writing by the parties hereto. Monthly billing will be at the volume charge in effect at that time for all Edwardsville customers located outs...
Storm Sewers. A storm sewer system shall be constructed throughout the entire subdivision which shall be separate and independent of the sanitary sewer system and which shall provide an efficient outlet to an acceptable receiving watercourse. No street shall be paved unless provision is made for the concurrent installation and construction of storm sewers for the full length of the street pavement. The installation, construction and design of the storm sewers shall be in accordance with the Specifications.
