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HomeMy WebLinkAboutSW1210502_C-DOC-1901780-O&M-EZ-2021-02-09-SIGNED_20210519Operation & Maintenance Agreement Project Name: Proposed Development - Boylston Highyway, Mills River, NC Project Location: 5Fanning Fields Road Cover Page Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location. Any deficient SCM elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the SCM(s). The SCM(s) on this project include (check all that apply & corresponding O&M sheets will Infiltration Basin Quantity: Infiltration Trench Quantity: Bioretention Cell Quantity: Wet Pond Quantity: Stormwater Wetland Quantity: Permeable Pavement Quantity: Sand Filter Quantity: Rainwater Harvesting Quantity: Green Roof Quantity: Level Spreader - Filter Strip Quantity: Proprietary System Quantity: Treatment Swale Quantity: Dry Pond Quantity: Disconnected Impervious Surface Present: User Defined SCM Present: Low Density Present: 8 Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Location(s): Type: 7 No No No �Z3"LCI�RYI1lU] Iifa\t I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to the system or responsible party. Responsible Party: David Buck Title & Organization: Executive Managing Director, ALM Asheville Street address: 9830 Colonnade Blvd, Suite 600 City, state, zip: San Antonio, TX 78255 Phone number(s): (210) 641-8484 Email:l david.buck@usrealco.com Signature: Date: 154 — \ - "I \ 1, Aga n �A,n+t 0►AO —,a Notary Public for the State of j �'�Ca-S County of Re KQt- , do hereby certify that 3 mi d Yt1CV- personally appeared before me this Ll th— day of Pe'_h rU6L r1A a, Oak and acknowledge the due execution of the Operations and Maintenance Agreement. Witness my hand and official seal, f` 1 Qatri_ •--- Seal Ir 1 ar • 1=i My commission expires it�'�,p�y STORM-EZ 2/9/2021 Version 1.5 O&M Agreement Page 1 of 1 Infiltration Basin Maintenance Requirements Important operation and maintenance procedures: - The drainage area will be carefully managed to reduce the sediment load to the infiltration basin. No portion of the infiltration basin will be fertilized after the initial fertilization that is required to - establish the vegetation. Lime may be allowed if vegetation is planted on the surface of the infiltration basin and a soil test shows that it is needed. - The vegetation in and around the basin will be maintained at a height of four to six inches. After the infiltration basin is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept in a known set location and shall be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. SCM element: Potential problem: How to remediate the problem: The entire infiltration Trash/debris is present. Remove the trash/debris. basin Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground erosive gullies have cover and water until it is established. Provide lime and a one - The grass filter strip or formed. time fertilizer application. other pretreatment area Sediment has Search for the source of the sediment and remedy the problem accumulated to a depth of if possible. Remove the sediment and dispose of it in a location greater than three inches. where it will not cause impacts to streams or the SCM. The structure is clogged. Unclog the conveyance and dispose of any sediment in a The flow diversion location where it will not cause impacts to streams or the SCM. structure (if applicable) Make any necessary repairs or replace if damage is too much The structure is damaged. for repair. The inlet pipe is clogged (if Unclog the pipe and dispose of any sediment in a location applicable). where it will not cause impacts to streams or the SCM. The inlet pipe is cracked or otherwise damaged (if Repair or replace the pipe. applicable). Erosion is occurring in the Regrade the swale if necessary and provide erosion control The inlet device swale (if applicable). devices such as reinforced turf matting or riprap to avoid future erosion problems. Stone verge is clogged or Remove sediment and clogged stone and replace with clean covered in sediment (if stone. applicable). More than four inches of Search for the source of the sediment and remedy the problem sediment has if possible. Remove the sediment and dispose of it in a location accumulated. where it will not cause impacts to streams or the SCM. The basin Erosion of the basin surface has occurred or Provide additional erosion protection such as reinforced turf riprap is displaced. matting or riprap if needed to prevent future erosion problems. Water is standing more Replace the top few inches of soil to see if this corrects the than three days after a standing water problem. If not, consult an appropriate storm event. 1professional for a more extensive repair. Infiltration Basin Maintenance Requirements (continued) SCM element: Potential problem: How to remediate the problem: Shrubs or trees are growing on the Remove shrubs and trees immediately. embankment. The embankment n annual inspection by an appropriate professional shows that Make needed repairs immediately. the embankment needs repair. Clogging has occurred. gg g Clean out the outlet device and dispose of sediment in a location where it will not cause impacts to streams or the SCM. The outlet device The outlet device is Repair or replace the outlet device. damaged Erosion or other signs of damage have occurred at Repair the damage and improve the flow dissipation structure. the outlet. The receiving water Discharges from the infiltration basin are causing erosion or Contact the local NCDEQ Regional Office. sedimentation in the receiving water. Proprietary System Maintenance Requirements How many devices are 0 Contech StormFilters? Important operation and maintenance procedures: - The drainage area will be carefully managed to reduce the sediment load to the StormFilter. - The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds six inches. The StormFilter system will be inspected quarterly. Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How to remediate the problem: Adjacent pavement (if Trash/debris is present. Remove the trash/debris. applicable) Flow diversion structure Sediment is present on the Sweep or vacuum the sediment as soon as possible. pavement surface. StormFilter Cartridges The structure is clogged. Unclog the conveyance and dispose of any sediment offsite. The structure is damaged. Make any necessary repairs or replace if damage is too large for repair. Outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment offsite. The outlet device is Repair or replace the outlet device. damaged Erosion or other signs of damage have occurred at Repair the damage and improve the flow dissipation structure. the outlet. The receiving water Discharges from the StormFilter are causing erosion or sedimentation in Contact the local NCDEQ Regional Office. the receiving water. All other operation and maintenance activities should be in accordance with Contech's StormFilter Inspection and Maintenance Procedures document. Any problems that are found shall be repaired immediately. The responsible party shall have received and understand Contech's StormFilter Inspection and Maintenance Procedures document. ATTACH MANUFACTURER'S MAINTENANCE MANUAL FOR ALL PROPRIETARY DEVICES BAYFILTERTm INSPECTION AND MAINTENANCE MANUAL The BayFilter system requires periodic maintenance to continue operating at the design efficiency. The maintenance process is comprised of the removal and replacement of each BayFilter cartridge, vertical drain down module; and the cleaning of the vault or manhole with a vacuum truck. The maintenance cycle of the BayFilter system will be driven mostly by the actual solids load on the filter. The system should be periodically monitored to be certain it is operating correctly. Since stormwater solids loads can be variable, it is possible that the maintenance cycle could be more or less than the projected duration. BayFilter systems in volume -based applications are designed to treat the WQv in 24 to 48 hours initially. Late in the operational cycle of the BayFilter, the flow rate will diminish as a result of occlusion. When the drain down exceeds the regulated standard, maintenance should be performed. When a BayFilter system is first installed, it is recommended that it be inspected every six (6) months. When the filter system exhibits flows below design levels the system should be maintained. Filter cartridge replacement should also be considered when sediment levels are at or above the level of the manifold system. Please contact the BaySaver Technologies Engineering Department for maintenance cycle estimations or assistance at 1.800.229.7283. BayFilter System Cleanout Vactor Truck Maintenance Jet Vectoring Through Access Hatch Maintenance Procedures 1. Contact BaySaver Technologies for replacement filter cartridge pricing and availability at 1800-229-7283. 2. Remove the manhole covers and open all access hatches. 3. Before entering the system make sure the air is safe per OSHA Standards or use a breathing apparatus. Use low 02, high CO, or other applicable warning devices per regulatory requirements. 4. Using a vacuum truck remove any liquid and sediments that can be removed prior to entry. 5. Remove the hold down bars. Using a small lift or the boom of the vacuum truck, remove used cartridges by lifting them out. 6. Any cartridges that cannot be readily lifted can be easily slid along the floor to a location they can be lifted via a boom lift. 7. When all the cartridges have been removed, it is now practical to remove the balance of the solids and water. Loosen the stainless clamps on the Fernco couplings for the manifold and remove the drain pipes as well. Carefully cap the manifold and the Ferncos and rinse the floor, washing away the balance of any remaining collected solids. 8. Clean the manifold pipes, inspect, and reinstall. 9. Install the exchange cartridges, reinstall the hold down bars and close all covers. 10. The used cartridges may be sent back to BaySaver Technologies for recycling. For more information please see the BaySaver website at www.baysaver.com or contact 1-800-229-7283. Manifold Tee View of a Cleaned System Cartridge Hoist Point