Sanitary Facilities Construction
(a) Closets shall be soundly constructed and roofed with weatherproof material. The floor of each closet shall be well drained and constructed of concrete, bricks and cement, or of other approved materials which shall be impervious to water. Every closet shall be well lighted by natural or artificial light and shall be ventilated. Each closet shall have a hinged door, capable of being fastened on the inside, lift seats/flaps and toilet paper.
(b) If closets are of single unit construction (only to be used for the formwork process), not contained within a purpose built ablution block, privacy walls which shield the closet/s from outside view shall be installed. (Privacy walls are not required for purpose built ablution blocks eg ATCO huts).
(c) Where practicable, toilets to be connected to sewerage before commencement of the job.
(d) Closet/urinal location to be conveniently accessible to Employees, but not so close as to cause a nuisance to those persons.
(e) Where necessary, portable water seal toilets of an approved standard are to be provided and regularly serviced.
Stormwater Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following:
A. Company is required to submit a Notice of Intent to use the State of Florida Multi-Sector Generic Permit for Stormwater Discharge Associated with Industrial Activity. Authority and Company both acknowledge that close cooperation is necessary to ensure compliance with any stormwater discharge permit terms and conditions, as well as to ensure safety and to minimize the cost of compliance. Company acknowledges further that it may be necessary to undertake actions to minimize the exposure of stormwater to “significant materials” (as such term may be defined by applicable stormwater rules and regulations) generated, stored, handled, or otherwise used by Company by implementing and maintaining “best management practices” (BMPs) (as such term may be defined in applicable stormwater rules and regulations). Company will establish a BMP plan for the Premises and submit a copy to Authority.
B. Company will be knowledgeable of any stormwater discharge permit requirements applicable to Company and with which Company will be obligated to comply. The submittal of a Notice of Intent will be made by Company to the FDEP, and a copy will be submitted to Authority. Company is required to comply with the following requirements including, but not limited to, certification of non-stormwater discharges; collection of stormwater samples; preparation of a Stormwater Pollution Prevention Plan or similar plans; implementation of BMPs; and maintenance and submittal of necessary records. In complying with such requirements, Company will observe applicable deadlines set by the regulatory agency that has jurisdiction over the permit. Company agrees to undertake, at its sole expense, those stormwater permit requirements for which it has received written notice from the regulatory agency and that apply to the Premises, and Company agrees that it will hold harmless and indemnify Authority for any violations or non-compliance with any such permit requirements.
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.
Stormwater Management a) The Owner AGREES to implement the requirements incorporated in the Draft Plan Conditions attached as Schedule “F” and any reports submitted to Kawartha Region Conservation Authority and the City pertaining to:
i) pre and post development run-off flows and water balance calculations, and the intended means of conveying stormwater flow from each Lot, Block and the entire proposed Plan of Subdivision;
ii) the anticipated impact of the Plan of Subdivision on water quality and phosphorus control, as it relates to fish and fish habitat once adequate protective measures have been taken;
iii) the means whereby erosion and sedimentation and their effects will be minimized on the site during and after construction;
iv) the site soil conditions, including grain size distribution profiles;
v) a site grading plan.
b) The Owner AGREES to erect and maintain all stormwater management and erosion and sedimentation control structures operating and in good repair during the construction period, in a manner satisfactory to Kawartha Region Conservation Authority and the City.
c) Prior to the execution of this Agreement, the Owner AGREES to confirm to the City that Conservation Authority has reviewed and approved the stormwater management report and plan, erosion and sedimentation plan, and final Lot Grading Plans as required under this Section.
a) UPGRADES TO EXISTING STORM SEWER
b) UPGRADES TO EXISTING SANITARY SEWER
