Loading...
HomeMy WebLinkAboutFile Documents.855 Chatfield Rd.0072-2020-BRES (44)Operation and Maintenance 1.1 Inlets and Piping The piping must be maintained periodically to ensure proper operation. Minimum inspection and maintenance requirements include the following: · During the first year draw down should be checked for every event exceeding 0.25” of precipitation to ensure no significant backups are occurring. · Piping systems and sumps should be checked during and after storms routinely. · After the first year, the system should be cleaned out at least once a year and more if the first-year inspection proves more maintenance is required. · More frequent cleaning reduces the amount of debris entering the system and reduces the need for more intense maintenance. · Clean the inside of any perforated pipes with a pipe cleaner accessed through cleanouts. This should be done yearly, or as necessary if the system is not infiltrating properly or if the system has become contaminated. · Ensure heat tape is functioning before colder months to prevent damage to piping. If the storm system is not maintained properly, replacement of parts or of the entire system may be necessary. 1.2 Trench Drains and Slot Drains Trench drains must be regularly inspected and maintained to prevent clogging and debris from travelling further into the system. Routinely keep drain grates and surrounding patios clean and free of leaves, dirt, and other debris. This will prevent clogging and damage to the storm infrastructure. Inspect drain sumps quarterly and after every storm exceeding 0.5 inches, remove excess sediment and debris buildup from the catch basin. Inspect system for damage to the concrete and the grate. Inspect all grouted seams and cracks. If cracks are smaller than ½”, record information and continue inspection regularly. If cracks are larger than ½”, regrout and repair to prevent further damage. If grate is damaged, repair or replace as necessary. 1.3 Drywell Drywells must be inspected and maintained quarterly to remove sediment and debris that has washed into them. A maintenance plan shall be submitted to the City in the Drainage Report describing the maintenance schedule that will be undertaken by the owners of the new residence or building. Minimum inspection and maintenance requirements include the following: · Inspect drywells at least four times a year and after every storm exceeding 0.5 inches. · Dispose of sediment, debris/trash, and any other waste material removed from a drywell at suitable disposal sites and in compliance with local, State, and Federal waste regulations. Routinely evaluate the drain-down time of the drywell to ensure the maximum time of 24 hours is not being exceeded. If drain-down times are exceeding the maximum, drain the 2 drywell via pumping and clean out the percolation area (the percolation barrel may be jetted to remove sediment accumulated in perforations. If slow drainage persists, the system may need to be replaced. · If debris found in drywell, debris will have to be removed by hand from the upper chamber. · Persons must be certified for ‘confined space operations’ before entering the drywell for maintenance and be aware of the hazards involved with working in confined spaces. Certification and proper training can be obtained through organizations like OSHA. 1.4 Pervious Paver Area As per section 8.5.3.1 of the URMP, the following schedule will be undertaken by the owners of the property to achieve long term performance of the BMP’s. The perforated pipes should be cleaned and flushed yearly using the cleanouts on either end of the pipe. Do not use soap or chemicals to clean the drain. Inspect annually during a storm event to insure performance of drainage. If the drain has clogged outside of the drain pipe within the gravel bed, further maintenance or replacement of the gravel bed may be required. To access the gravel bed, the pavers can be lifted, where the sand, filter fabric, and gravel detention bed can be repaired as necessary. The pavers can be maintained similar to the recommended pervious paver table 8.8 above, following the schedule as per section 8.5.3.1 of the URMP.