Storm Drainage. All drainage improvements shall comply with the provisions of the Section 4.7, Yellowstone County Subdivision Regulations, and a stormwater management plan shall be submitted to and approved by the Montana Department of Environmental Quality (MDEQ), or its designee.
Storm Drainage. The Owner has prepared an Integrated Stormwater Management Plan and provided it to the Regional District, and, prior to 30 days after the execution by all parties of this Agreement, provided the Regional District with $30,000 towards the cost of a third party professional engineering review of the Integrated Stormwater Management Plan.
Storm Drainage. (a) There is no existing storm drainage service for this lot.
Storm Drainage. Neither the discharge from any sump pump or any storm water coming on any numbered lot in the Project shall be allowed to flow into any sanitary sewage facility within the Project.
Storm Drainage. All storm water flowing from the Property drains either into a public system or onto a permitted location and through easements for the benefit of the Property.
Storm Drainage. OWNER understands and acknowledges that, at the time of execution of the Development Agreement and imposition of these conditions, the CITY lacks sufficient storm drain capacity to serve the Project and that City Engineering staff is reviewing multiple options for increasing storm water capacity of the Spring Lake drainage system downstream of the project. Depending on the option selected, the implementation of one or more of the options currently being studied may result in an increase to the Spring Lake Drainage Fee. If such an increase occurs, Owner agrees to pay its proportional share of the increased Spring Lake Drainage Fee at the time building permits are issued for the Project. OWNER understands and agrees that it will proceed to build its Project at its own risk and unconditionally releases and discharges CITY and its officers and employees from any and all claims, demands, liabilities, damages, obligations, actions, or causes of action of any kind, known or unknown, past or present, arising out of, relating to, or in connection with the insufficient storm drain capacity (“Claims”). OWNER agrees to refrain from instituting, initiating, maintaining, or participating in any lawsuit, claim, or other proceeding in any jurisdiction or forum relating in any way to the Claims and understands that this release may be pled as a full and complete defense to, and may be used as the basis for an injunction against, any lawsuit, suit, or other proceeding that may be instituted, prosecuted, or attempted in breach of this release. The release in this section is intended to be complete and final and to cover claims, demands, liabilities, damages, actions, and causes of action that are known, but also claims, demands, liabilities, damages, actions, and causes of action that are unknown or that the OWNER does not suspect to exist in their favor that, if known at the time of signing this Agreement, might have affected their actions, and therefore the parties expressly waive the benefit of the provision of Section 1542 of the California Civil Code, which provides: A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS OR HER FAVOR AT THE TIME OF EXECUTING THE RELEASE, WHICH IF KNOWN BY HIM OR HER MUST HAVE MATERIALLY AFFECTED HIS OR HER SETTLEMENT WITH THE DEBTOR. By initialing below, OWNER hereby waives and relinquishes all rights and benefits that it has or may have had under Section 1542 of the California Civil Code...
Storm Drainage. (a) Certain storm water Utility Facilities are located on the Mill Real Property and the Carbon Plant Real Property as described on Exhibit C (“Storm Drainage Facilities”) and are used in transporting storm water through such property to the Mill’s wastewater treatment plant. The parties’ respective ownership of the Storm Drainage Facilities is described on Exhibit C.
Storm Drainage. (a) There is no existing storm drainage service for this lot.
(b) The developer must engage a consulting civil engineer to provide a storm water management plan for this site which meets the requirements of the City Storm Water Management Policy and Design Manual. The plan must accommodate the requirements to contain a 1 in 10-year storm event within pipes and identify overland drainage routes for a 100-year storm event with consideration for upstream water sources and downstream facility upgrading and/or provision of storm water retention facilities. The storm water management plan must also include provision of lot grading plans, minimum basement elevations (MBE), storm water services for each lot created and/or on-site drainage containment and disposal systems. The on-site drainage system may be connected to the street drainage system with an overflow service at the developer’s cost, with approval from the City drainage engineer.
Storm Drainage. 2.2.1 Storm water runoff from the roof will be directed to roof sumps which will then carry runoff for discharge through interior roof conductors.
2.2.2 Paved and landscaped areas will be contoured and sloped to permit an engineered rate of storm water runoff into site system
Storm Drainage. Storm sewer systems shall be provided on all streets to accommodate the post-development runoff resulting from a five-year, twenty- four-hour rainfall event (ten-year, twenty-four-hour rainfall event for arterial streets and street in commercial zoned areas). Street inlets on local and marginal access streets shall be placed so that temporary accumulations of storm runoff from ponding or flowing water are limited such that water cannot flow across the crown of the street from one side to the other. Street inlets on collector and arterial streets shall be placed so that temporary accumulations of storm runoff from ponding or flowing water are limited such that water cannot reach to within 10 feet of the center line of the street. Valley gutters across intersections shall be permitted only on cul-de-sac or dead-end streets serving fewer than 10 dwelling units and where the minimum grade on the valley gutter and the downstream gutter to the next inlet is not less than one percent (1%). The post-development runoff resulting from a one-hundred-year, twenty-four-hour rainfall shall be contained within the street right-of-way to the point where such runoff reaches a suitably designed drainage channel or perennial watercourse.
