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Inst 2014136383
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Inst 2014136383
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Last modified
6/23/2014 11:50:09 AM
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6/23/2014 11:46:59 AM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Agreement
Document Date (6)
9/16/2013
Recorded Document Type
Stormwater Treatment
Retention
PERM
Document Relationships
Inst 2013362145
(Superseded)
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\City Clerk\City Council\Recorded Documents\2013
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100. ,_ w� ,- Maintenance <br /> * The CDS system should be inspected at regular intervals and <br /> `°"; maintained when necessary to ensure optimum performance. <br /> „ , ,..a , The rate at which the system collects pollutants will depend more <br /> heavily on site activities than the size of the unit,e.g.,unstable <br /> soils or heavy winter sanding will cause the grit chamber to fill <br /> { --;tAt more quickly but regular sweeping of paved surfaces will slow <br /> ''ice 130; i accumulation, <br /> 0,00 <br /> & 00% 00% 100% t 140% Inspection <br /> %Design.Fkrwftate <br /> Figure 2. CDS stormwater treatment predictive performance for Inspection is the key to effective maintenance arid is easily <br /> various particle gradations as a function of operating rate. performed. Pollutant deposition arid transport may vary from <br /> year to year and regular inspections will help insure that the <br /> Many regulatory jurisdictions set a performance standard for system is cleaned out at the appropriate time. At a minimum, <br /> hydrodynamic devices by stating that the devices shall be capable inspections should be performed twice per year(i.e, spring and <br /> of achieving an 80%removal efficiency for particles having a fall)however more frequent inspections may be necessary in <br /> mean particle size(d50)of 125 microns(VVADOE,2008), The climates where winter sanding operations may lead to rapid <br /> model can be used to calculate the expected performance of such accumulations,or in equipment washdown areas Additionally, <br /> a PSD(shown in Figure 3). Supported by the laboratory data,the installations should be inspected more frequently where excessive <br /> model indicates(Figure 4)that the CDS system with 2400 micron amounts of trash are expected. <br /> screen achieves approximately 80%removal at 100%of design <br /> flow rate,for this particle size distribution(d50 = 125 pm). The visual inspection should ascertain that the system <br /> components are in working order and that there are no <br /> blockages or obstructions to inlet and/or separation screen. The <br /> inspection should also identify evidence of vector infestation <br /> .100 and accumulations of hydrocarbons,trash, and sediment in the <br /> °'" y a ' q "`' , , .,;:x system_ Measuring pollutant accumulation can be done with a <br /> calibrated dipstick,tape measure or other measuring instrument: <br /> y� -:. , , , ,:3 .2. ,„ If sorbent material is used for enhanced removal of hydrocarbons <br /> " then the level of discoloration of the sorbent material should also <br /> 40 , <br /> b <br /> '10 1 'taaf tom: <br /> Figure 3. PSD with d50 — 125 microns, used to model <br /> performance for Ecology submittal. <br /> CDS 6t PeriberrIonce for ., <br /> - <br /> ,, <br /> _ % '4' <br /> r <br /> a i a ; <br /> q <br /> ar <br /> d #; <br /> ALL. <br /> a <br /> 40%- 00% IX% 120% '140% . : <br /> � <br /> Figure 4. Modeled performance for CDS unit with 2400 microns '-r <br /> screen, using Ecology PSD:; . 14 _ .M -.• <br /> ';',f.';'..;':-',,„.';.'•!:,.'-':',";;:.,'-';'.. 'a 'fi" <br /> 5 ..0.."a4{ k p <br /> 4 <br />
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