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HomeMy WebLinkAboutENG 15-16 City 00 _-_ Report to e I.M Executive Committee Report Number: ENG 15-16 Date: June 20, 2016 From: Richard Holborn Director, Engineering & Public Works Subject: Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood File: A-1440 Recommendation: 1. That Council approve the hiring of the Toronto and Region Conservation Authority for the Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood in accordance with Purchasing Policy 10.03 (c), as the assignment is above $50,000.00; • 2. That the fee proposal submitted by the Toronto Region Conservation Authority for the Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood in the amount of $75,346.14 (HST included) be accepted; 3. That the total gross project cost of$85,896.00 (HST included), including the fee amount and other associated costs, and the total net project cost of $77,352.00 (net of HST rebate) for the Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood be approved; 4. That Council authorize the Division Head, Finance & Treasurer to finance the total net project cost of$77,352.00 from the Developers Contribution; and 5. That the appropriate officials of the City of Pickering be authorized to take the necessary actions as indicated in this report. Executive Summary: The subdivision agreements for the Cougs (Tillings) Limited and the Lebovic Enterprises Limited developments located within the Duffin Heights Neighbourhood outline the Monitoring Program requirements for the stormwater management facilities for each subdivision prior to the assumption by the City of 'Pickering. The purpose of the Monitoring Program is to confirm to the satisfaction of the City of Pickering that the stormwater management facilities have been constructed and are functioning to the specifications in the engineering design and the Ontario Ministry of Environment (MOE) Certificate of Approval. Both developers have contributed towards the cost of this requirement. ENG 15-16 June 20, 2016 Subject: Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood Page 2 Engineering & Public Works staff requested a fee proposal from the Toronto Region Conservation Authority (TRCA) for this assignment due to their knowledge, experience and expertise in monitoring services. In accordance with Purchasing Policy 10.03 (c) where the professional service assignment is expected to be above $50,000.00 and the initiating Director intends to acquire the services without going through a competitive process, a Report to Council approval is required to obtain approval to engage a firm for a professional services assignment. Staff are recommending Council approval of the fee proposal submitted by the TRCA for the Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood in the amount $75,346.14 (HST included) . Financial Implications: 1. Quoted Amount TRCA Fee Proposal $ 66,678.00 HST (13%) 8,668.14 Total Gross Quoted Amount $75,346.14 2. Estimated Project Cost Summary TRCA Fee Proposal $66,678.00 Associated Cost Contingency 9,336.00 Sub Total — Costs $76,014.00 HST (13%) 9,882.00 Total Gross Project Cost $85,896.00 HST Rebate (11.24%) (8,544.00) Total Net Project Costs $77,352.00 CORP0227-07/01 revised ENG 15-16 June 20, 2016 Subject: Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood Page 3 3. Source of Funds 2613.2392.0000 Source of Funds Budget Required 4455.0042. Developers Contribution - Lebovic Enterprises Limited Cougs (Tillings) 78 000.00 77 352.00 Limited Total: $78,000.00 $77,352.00 In 2016, the Stormwater Management Facility Monitoring Program was budgeted for in the Water Resources & Development Services Consulting and Professional account, subject to funding by Developers. In 2012, the City received approximately $78,000.00 from both Cougs (Tillings) Limited and Lebovic Enterprises Limited for the completion of the Stormwater Management Monitoring Program as part of the subdivision agreement. These funds will be directed to pay for the full cost of the professional monitoring fees. Discussion: The Duffin Heights Neighbourhood is a development in the City of Pickering. The lands are located between Taunton Road and Rossland Road, and are bounded by West Duffins Creek to the west, the Canadian Pacific Railway to the north and boundary between the Town of Ajax and City of Pickering to the east, and a Hydro corridor to the south. The Cougs (Tillings) Limited and Lebovic Enterprises Limited subdivisions are located along the west boundary of Duffin Heights Neighbourhood area, west of Tillings Road (see location Map). Construction of these subdivisions began in 2012 and 2013 respectively. The subdivisions are now mostly completed as of 2016.The Stormwater Management Facility was constructed to service an area of 27 ha, which includes the Cougs(Tillings) Limited and Lebovic Enterprises Limited subdivisions and the lands owned by the City of Pickering. The facility was designed to provide quality, quantity and erosion control of stormwater runoff from these lands. Three infiltration systems were built within the subdivisions to address the groundwater balance criteria through infiltration. The City of Pickering requires completion of the Stormwater Management Monitoring Program for all stormwater management facilities prior subdivision assumption. The purpose of the Monitoring Program is to confirm to the satisfaction of the City of Pickering that the stormwater management facility and three infiltration systems have been constructed and are functioning to the specifications in the engineering's design and the MOE Certificate of Approval. Performance monitoring of the facility and infiltration systems shall commence after 50% of the dwellings/lots have been constructed, graded and sodded within the facilities' catchment area. CORP0227-07/01 revised ENG 15-16 June 20, 2016 Subject: Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood Page 4 The Stormwater Management Monitoring Program includes measures of water levels, detention time and release rates to confirm stormwater quantity performance. The program also includes collection of water samples at the inlet and outlet of the facility to characterize the removal efficiency for Total Suspended Solids. The monitoring data will be collected over 3 year period and will be reported in annual and final reports. The Toronto Region Conservation Authority is recommended to complete the Monitoring Program for the Stormwater Management Facilities In accordance with Purchasing Policy 10.03 (c) where the professional service assignment is expected to be above $50,000.00 and the initiating Director intends to acquire the services without going through a competitive process a Report to Council shall be submitted to obtain approval to engage a firm for a professional services assignment. The TRCA and its Environmental Monitoring and Data Management Section is comprised of a multi-disciplinary team with more than two decades of experience in the collection and analysis of aquatic and terrestrial natural heritage data using protocols that.have become standardized in the province of Ontario. Within this team there are individuals who are specialized in the collection and analysis of data related to surface water quality and quantity, fluvial geomorphology, groundwater quality and quantity as well as terrestrial and aquatic communities and their associated habitats. The TRCA team is ideally suited for this assignment due to their knowledge, experience and expertise in monitoring services. It will be more cost-effective to hire TRCA to complete the Monitoring Program. Staff are recommending Council approval of the fee proposal submitted by the TRCA for Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood in the amount $75,346.14 (HST included). It also recommended that the net project cost of$77,352.00 (net of HST rebate) be approved. Attachments: 1. Location Map 2. The Toronto Region Conservation Authority Fee Proposal Letter CORP0227-07/01 revised ENG 15-16 June 20, 2016 Subject: Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood Page 5 Prepared By: Approved/Endorsed By: Ii6V(00,4,Ve Irina Marouchko, P.Eng. Richard Holborn, P.Eng. Water Resources Engineer Director, Engineering & Public Works Marilee Gadzovski, M.Sc. (Eng.), P.Eng. Stan Karwowski, MBA, CPA, CMA Division Head, Water Resources & Division Head, Finance & Treasurer Development Services • Caryn Kong, CPA, CGA Senior Financial Analyst Capital and Debt Management IM:mjh Recommended for the consideration of Pickering City Council 6P/baoeld de/4.k 3, 20/6 Tony Prevedel, P.Eng. Chief Administrative Officer CORP0227-07/01 revised Cluj v TO REPORT# `r � i S- "° -',, y'= .. --- Engineering & Public Works , L ti-N NIZE Department Professional Monitoring Services for Stormwater Management Facilities Duffin Heights Neighbourhood \ . lI A1—� {ocbcook Stteet / y ` \ i• � ,\i \ / //\\*Cr� — ' —/0",— S - / r m � ! - .. 1 f / r tl e� C0 t, rte �e ,�� s, 1 t'� /./ /t �,r" n Via: - -\-J-- --\-- ------ ,,,...3„.,,,,ly ,----\/7 '-t „, -A,,,,-;.- ,,,,tr� �' _fit "f %...,„;,)/..,\''. / , 00 G up, -- _ \HI Vt �p ��fit,W� Tole �1} 1,1:;,' 4 N Vg= ` �S' fS, a ,��,SJ �''��. � �ii 1Tta�o ,�_,,fit,_"` '� �ay ,1'., SUBJE /-- M¢ `tl\QV•"""w�. i ttli‘l\t%1\6'1A0-:,1 AREA //_ �l `�„__,,, ‘,----PiiVA't / a ,am i' �3t z"\ °N0 s ,ate ` \ \ 1 % '1 f S��t. e tsars 1 \-- _.1 ___-- 1.\\.___ ‘\ \ 6 ' , , ,1 \-\` cr4.%,,, .,z),- /�fI'� Yom, t Location Map - 3- TO REPORT#_.. h15�-4°. pTTpC1iVENT#�--- 0,11111"'"I " Toronto and Region Conservation May 10, 2016 for The Living City= Ms. Irina Marouchko Water Resources Engineer • Engineering and Public Works Department City of Pickering One The Esplanade • „ Pickering, ON L1V 6K7 CFN: XXXXX Dear Ms. Marouchko: Re: Confirmation of Scope of Work and Funding Agreement for Duffin • • Heights Stormwater Facility Assumption Monitoring I am pleased to present this proposal on behalf of the Toronto and Region Conservation Authority, to assist the City of Pickering in the implementation of the pre-assumption monitoring activities for the Lebovic West Lands Stormwater Management facilities in the Duffin Heights Development. Staff in our Environmental Monitoring and Data Management Section is able to offer a wealth of technical expertise and experience in the application of the. monitoring approaches required for this project. I feel that our combination of technical expertise and dedication, along with our ability to offer you a great deal of"consistency"throughout this long-term process would be advantageous to the City. Further we have the ability to compile and manage the datasets required for this project in order to objectively analyze and interpret the information found. The drawing attached as Schedule "A", defines the proposed physical limits of the project. BACKGROUND The City of Pickering requires the completion of"pre-assumption" monitoring to be carried out at the stormwater management facilities associated with the Lebovic West lands on the west side of Tillings Road, Pickering. Facilities include a completed stormwater management pond and 3 infiltration trenches that have been installed as Low Impact Development(LID) measures within this phase of the Duffin Heights Development project. Tel. 416.661.6600,1.888.872.2344 I Fax.416.661.6898 I info @trca.on.ca I 5 Shoreham Drive,Downsview,ON M3N 1S4 • Member of Conservation Ontario www.trca.on.ca ATTACHMENT# l" TO REPORT#, CIVt7 15 10 c9- of Monitoring of quality and quantity performance indicators will be measured using a • combination of automated sampling instruments and manual inspections/measurement- throughout a three (3) year period, starting in July 2016. OBJECTIVE The purpose of the monitoring program is to confirm to the satisfaction of the City of Pickering that the stormwater management facilities (SWM Pond and Infiltration Trenches) have been constructed and are functioning to the specifications in the engineer's design and the Ontario Ministry of the Environment and Climate Change (OMOEC) Certificate of Approval. PROJECT SCOPE This project is limited to the SWM pond located west of Tillings Road on the Lebovic West development lands (See attached Figure) and the infiltration trenches located adjacent to Dusty Drive and Teak Mews in the same development. The outcome of the project will be the provision of a report and accompanying data analysis to assist the City of Pickering in decisions related to the assumption of the SWM facilities associated with this development area, and/or identify deficiencies to be addressed by the facility Owner prior to assumption by the City. Methods and monitoring activities are based on the quality and quantity performance monitoring requirements identified in Schedule E of the Subdivision Agreements for both. the Lebovic Tillings and Cougs developments (attached). Included in Scope • Monthly inspection of the SWM pond in dry weather conditions and the provision of monthly photo records and inspection report • Collection and analysis of Total Suspended Solids (TSS) samples from inlet and outlet of pond through eight(8) significant rainfall events (>25mm over 4 hours) • Measurement of flows through the SWM Pond using automated flow loggers to assess pond retention (water levels) and draw down (retention rates) • • Installation of a tipping bucket rain gauge to collect rainfall data • Measurement and calculation of sediment volume in main pond cell • Measurement of volume and flow in each of 3 Infiltration trenches to document infiltration and overflow volumes • Annual summary/progress report • Final report with data analysis-and recommendations related to the performance/function of SWM facilities (pond and infiltration trenches) • Installation of a metric staff gauge at the storm pond (inlet headwall) to facilitate manual water level measurements during monthly inspections • Decommissioning of equipment and return to City of Pickering Excluded from Scope • Installation of piezometers along length of Infiltration Trenches • Liaison with SWM facility Owners regarding maintenance requirements or deficiencies identified Tel. 416.661.6600,1.888.872.2344 I Fax.416.661.6898 I info @trca.on.ca I 5 Shoreham Drive,Downsview,ON M3N 1S4 Member of Conservation Ontario www.trca.on.ca ATTACHMENT# ' TR REPORT# EM 7 1 s-/(0 .2_of • Any additional monitoring identified by the City of Pickering throughout the monitoring period • Baseline topographic survey of the facility (this is to be provided by the Owner) • Removal of any sediment from the facility or assessment of sediment quality • Confirmation of the (development) area connected to the Infiltration Trenches for the year(s) monitored BENEFITS In addition to fulfilling the needs of the City of Pickering through the completion of this work, the key benefits of TRCA undertaking these activities are as follows: • Consistency in project delivery and data over course of a multi-year project-True"one-window" approach. • Data storage and management(including QA/QC).—existing databases for water quality,fish community and hydrology. Data will be subject to same QA/QC process as data collected through TRCA's Regional Watershed Monitoring Program including a semi-annual inter-lab water quality comparison • Ability to offer efficiencies and maximize"economy of scale"related to the collection of monitoring data at the SWM site in conjunction with other TRCA monitoring activities within the Duffin Heights and Seaton development areas. • Shared interest in furthering"state-of-knowledge"on Stormwater Management issues and the performance of designed management facilities. • Shared desire for return on data—some data collected can add to additional datasets examining the performance and benefit of Low Impact Development(LID) stormwater management techniques,e.g. Infiltration trenches • Reduced administration costs to the City of Pickering associated with competitive procurement • process and managing external contractors • Shared corporate objectives related to watershed protection and enhancement specifically within the Duffins Creek watershed ASSUMPTIONS • Monitoring equipment for use in the project to be provided by the City of Pickering, (see attached list of equipment available) • Monitoring will continue until the later of: 3 years or 8 significant rainfalls (defined as 25mm of rain fallen within 4 hours) • Some equipment including rain gauge and barologger to be installed at Pickering Works Yard adjacent to the pond RISKS Schedule Risks • Lost or vandalized Equipment may delay schedule • Tel. 416.661.6600,1.888.872.2344 I Fax.416.661.6898 I info @trca.on.ca I 5 Shoreham Drive,Downsview,ON M3N 154 Member of Conservation Ontario www.trca.on.ca ATTACHMENT a TO REPORT# �'1 j s l(a of Cost Risks • • None anticipated, COST • Total costs associated with the project have been estimated below. It is proposed that payment for the activities described herein would be based on the provision of quarterly invoices for services completed by TRCA.A purchase order will be requested from the City of Pickering to cover the total cost of services to be provided. Project Management Staff Costs $7,870.00 Vehicle/Equipment/Materials $352.00 Equipment Prep and Installation Staff Costs $2,464.00 Vehicle/Equipment/Materials $528.00 • Baseline Sediment Survey(1) Staff Costs $180.00 Service Package $1,500.00 Vehicle/Equipment/Materials $1,296.00 Monthly Dry Samples(36) Staff Costs $10,116.00 Vehicle/Equipment/Materials $6,732.00 Collection and Analysis of Wet Samples(8) Staff Costs $7,776.00 Vehicle/Equipment/Materials $2,552.00 Infiltration Trench (3) Staff Costs $3,710.00 Vehicle/Equipment/Materials $3,388.00 Data Analysis Staff Costs $4,390.00 Reporting Staff Costs $5,938.00 Vehicle/Equipment/Materials $176.00 Decommission Site and Equipment Staff Costs $1,296.00 Vehicle/Equipment/Materials $352.00 Subtotal $60,616.00 • Project Admin Surcharge(10%) $6,062.00 Grand Total $66,678.00 Plus HST Tel. 416.661.6600,1.888.872.2344 I Fax.416.661.6898 I info @trca.on.ca I 5 Shoreham Drive,Downsview,ON M3N 1S4 Member of Conservation Ontario Www.trca.on.ca • ATTACHMENT# a' TO REPORT# L r r) 1 ,S of SCHEDULE The proposed timeline for the project is as follows: Start-up site meeting&Pick-up of Equipment June 30,2016 Installation of Monitoring Equipment July 4-15,2016 Initiate monthly Pond Inspections July 4,2016 Sediment Volume Survey Date TBD Collect Water Quality Samples July 2016—June 2019 Collect Water Quantity Data • July 2016—June 2019 Decommission Equipment and Return August 2019 Final Data Analysis and Report August 2019 *Note this schedule will be dependent on weather, which may dictate a shorter or longer monitoring period. E.g. monitoring to continue for the later of 3 years or the collection of data through 8 significant rainfall events. • • Please review our proposal and feel free to contact me if you have any additional questions or comments. I thank you for the opportunity to submit this proposal and look forward to the opportunity to work with you on this project. Yours truly, Per: Name: Scott Jarvie Title: Associate Director, Environmental Monitoring and Data Management For good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the undersigned I hereby acknowledge, accept and agree to the foregoing scope of work and funding agreement this day of , Year. • Per: Name: Title: Tel. 416.661.6600,1.888.872.2344 I Fax.416.661.6898 I info@trca.on.ca I 5 Shoreham Drive,Downsview,ON M3N 154 Member of conservation Ontario www.teca.on.ca ATTACHMENT# - TOREPORT#, Schedule E Quality Performance Monitoring and Quantity Performance Monitoring of ' Stormwater Management Facilities 1. General (1) The purpose of the monitoring program is to confirm to the satisfaction of the City of Pickering that the stormwater management SWM Pond and Infiltration Trench have been constructed and are functioning to the specifications in the engineer's design and the MOE Certificate of Approval. (2) Performance monitoring of the SWM Pond and Infiltration Trench shall commence after 50%of the dwellings/lots have been constructed,graded and sodded within the facility's catchment area. The facilities shall be monitored until the later of: (a) 3 years or, (b) the occurrence of 8 significant rainfall events(defined below). (3) A"significant rainfall event"is defined as an event where greater than 25 mm of rain • . has fallen in 4 hours. (4) The Owner shall make a lump sum contribution to the City on account of the City undertaking the monitoring programs for the SWM Pond and Infiltration Trench. Such lump sum contribution by the Owner shall be$27,618.00 and shall be paid by the Owner prior to the registration of this plan of subdivision. Once the Owner has provided payment to the City,the City will,within 30 days of its receipt of such payment, process a$100,000.00 reduction to the Owner's Performance Letter of Credit(being the amount of the Letter of Credit previously posted on account of the said monitoring program). (5) The City agrees to provide the Owner with a list of deficiencies,if any,and related data for the SWM Pond and Infiltration Trench following each year of monitoring. (6) The final acceptance process for the SWM Pond and Infiltration Trench is detailed in Section 18 of this Agreement. (7) Other than as expressly provided In this Schedule E,any works deemed necessary by the City to any of the SWM Pond and Infiltration Trench as a result of the monitoring program are the responsibility of the City,financially and otherwise,and shall not be used as a means to extend the maintenance period or delay the City's issuance of the Final Acceptance Certificate. (8) If the Owner is required to perform any remedial works in accordance with this Schedule E,then the monitoring program described herein shall be extended,if necessary,until • such time as the remedial works have been completed to the satisfaction of the City and have functioned to the specifications in the engineer's design and the MOE Certificate of Approval through three(3)additional significant rainfall events. (9) Pending the outcome of the final design of the SWM Pond and adjacent western slope, an additional monitoring requirement may be deemed necessary. 2. SWM Pond - The intent of the monitoring program for the SWM Pond is to confirm to the satisfaction of the City of Pickering that the pond has been constructed and is functioning to the specifications in the engineer's design and the MOE Certificate of Approval with respect to the total suspended solids(TSS)removal efficiency and hydraulic function with respect to detention time and release rates. 32 ATTACHMENT#, TOREPORT#, L'4 is- I CP 2- of= • • • Sediment Removal (1) After grading of the facility is completed and,the SWM Pond liner has been installed,the Owner shall complete a topographic survey of the facility to determine the elevations prior to the facility being operational. The City requires that the survey work be completed in a dry condition. The Owner shall submit a plan to the City comparing the results of the topographic survey to the approved SWM Pond design. The results shall verify that the facility has been constructed in accordance with the approved design; otherwise the process may have to be repeated. • (2) The City shall monitor the forebay and main cell sediment levels until issuance of a Final Acceptance Certificate by the City. The Owner shall remove the sediments from the forebay on an annual basis,unless it has been demonstrated that the accumulated sediment volume is less than 25%of the forebay permanent pool volume. The City shall estimate the volume of forebay sediments using at least five uniformly distributed • measurements of sediment depth taken within the forebay. The Owner shall remove the sediments from the main cell when the accumulated sediment volume is greater than 25%of the main cell permanent pool volume. The City shall estimate the volume of main cell sediments using at least five measurements of sediment depth along a mid section along the length of the facility. A secchi disk shall be used to estimate levels in a wet condition if the water level Is too deep for a sediment rod to reach. (3) Prior to issuance of a Final Acceptance Certificate by the City,the Owner shall determine the sediment quality by taking samples of the sediment from both the forebay and main cell and submit them to an accredited lab;the results of these lab tests will indicate the disposal method and shall be submitted to the City. The Owner shall drain the facility and remove all sediments from the forebay and main cell in accordance with the Environmental Protection Act and MOE guidelines as determined by the test results. The Owner shall complete a second topographic survey after all the sediment has been removed..Thls topographic survey shall be submitted to the City,along with a comparative analysis to the survey taken after substantial completion and the approved SWM Pond design. The results shall verify that all sediments have been removed from the facility;otherwise the process may have to be repeated. Water Quality Performance Monitoring (4) The City shall install water quality samplers at the inlet and outlet of the SWM Pond to characterize the facility's removal efficiency for TSS. Throughout the monitoring period, the City shall collect water samples from the samplers at the inlet and outlet of the facility after significant rainfall events and submit the samples to an accredited laboratory to test for TSS. (5) Water samples shall be taken for the period from substantial completion to the date on which a Final Acceptance Certificate Is issued by the City. If it is found that the TSS • removal efficiency is not meeting the SWM Pond's design objectives as per the MOE • Certificate of Approval then the City may require the Owner to undertake remedial works to the SWM Pond to ensure the facility is operating as designed,to the satisfaction of the City. • Water Quantity Performance Monitoring (6) The City shall install a metric staff gauge adjacent to the storm sewer inlet headwall so that the zero reading is set at the permanent pool elevation. The City shall inspect the outlet structures on a monthly basis to ensure that perforated riser inlets are not blocked due to sediments or debris. The monthly inspection shall be undertaken In dry weather conditions,at least 120 hours after any rainfall event,as that is the expected drawdown time for the extended detention storage for this SWM Pond. The monthly reports shall include a time-stamped picture of the staff gauge and a reading to determine any fluctuations in the permanent pool elevation. (7) The City shall install flow measurement equipment at all inlets and outlets in addition to a water level sensor for the SWM Pond. Measurements from the monitoring equipment shall be made at 5 minute intervals. The water level sensor shall be referenced to a geodetic benchmark. 33 ATTiACHMEN)# v2' T�PORI#_ of- • • (8) The City shall install a tipping-bucket rain gauge in a suitable location in the SWM Pond block(refer to guidance from meteorological organizations)which records rainfall data at 5 minute intervals.The rain gauge will need to be calibrated every spring during the monitoring period. (9) The City shall review the data from the rain gauge in conjunction with rainfall data from TRCA Rain Gauge 130(if any issues use rainfall data from TRCA Rain Gauge 84 or 106)for 8 significant events.The resulting data shall be analyzed to assess the following in comparison to the approved engineering design and the MOE Certificate of Approval:permanent pool or normal water level;fluctuation In water levels in response to rainfall events;and facility drain down time for a range of rainfall event sizes. (10) If it is found that the SWM Pond is not meeting the design objectives stated above in 2 (9)as per the MOE Certificate of Approval then the Owner-shall undertake remedial works,to the satisfaction of the City. • 3. Infiltration Trench—Quantity Performance Monitoring (1) The City shall confirm with the Owner the area connected to the Infiltration Trench for the year in question,as it will change from year-to-year as the subdivision builds out and it may affect the quantity of runoff entering the system. (2) The intent of the monitoring program is to determine the performance of the Infiltration Trench through completing a mass balance on the flow from the clean water collector into MH 4C and the overflow into MH 57. The difference between these two • measurements represents the volume of water that has infiltrated.Furthermore,the water level In the trench is being monitored to ensure that it drains within 72 hours and • that the entire length of trench is being used for infiltration. (3) The City shall Install flow measurement equipment at MH 4C to measure the inflow from the clean water collector,in addition to a pressure transducer to measure the water level within MH 4C to measure the overflow into the storm sewer system.The • water level from within MH 4C can be used to determine the flow by creating a rating curve for the overflow Into the storm sewer. A series of piezometers may be installed along the length of the infiltration trench to monitor the water level and the infiltration rate and drawn down time of the facility.The elevation of the pressure transducer and piezometers shall be referenced to a geodetic benchmark.The monitoring equipment shall be installed immediately after completion of lot grading. (4) The data shall be reviewed in conjunction with rainfall data from the rain gauge. The - rainfall and water level data for 8 significant events shall be processed In a graphical format to display the fluctuation in water levels over time. (5) The resulting data shall be analyzed by the City to assess the following in comparison to the approved engineering design:fluctuation in water levels In response to rainfall events throughout the entire trench length(to ensure the entire trench is being used • prior to overflow);facility drain down time after rainfall events to ensure the facility has drained within the maximum length of time(72 hours);and number of overflows. • (6) If the time to fully drain exceeds 72 hours,the Owner will be required to drain via pumping and clean out the perforated underdrain. If slow drainage persists,then the Owner shall undertake remedial works(consisting of removal and replacement of granular material and/or geotextile fabric),to the satisfaction of the City. • • 34 ATTACHMENT# �' TOREPORT#, iVC-j of Item Snap Link Pipe strap, Tapcon Tapcon Strap Tapcon ConDrive 500 Tool Cobalt Jobber Drillbit Concrete Drillbit 9"cutter, GaIv strap, 3"pipe Milwaukee M18 Hammer Drill Kit Tapcons White nylon cord USB Communication Cable Battery Charger. Graduated Cylinder Scissor Ring 50-54 Scissor Ring 16 to 36 2 ISCO 6712C 2 ISCO 750 Flow Module 2 Prohanger 2 Suspension Harness 3 ISCO 2150 Flowlink 5.1 Software 2 AV Sensor Carrier USB Cable 2100 2 DTS-12 Turbidity Sensors • Cable End Cap Fixed Connection ISCO to DTS Connector Sonde Holder 4 Levelogger Edge 1 Barologger Edge Software 4 Wellcaps Optical Reader TB3 Rain Gauge TB 344 Mounting Bracket TB 333 Bird Guard FCD Field Calibration Device ML-1-FL Logger Wincomlog Software Interogation Cable Deep Cycle Batteries Chestwaders Batteries, Drill bit, cable ties etc. Batteries 4"perforated pipe 3"perforated pipe and hacksaw Battery • •