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Technical Guidance Document for Wastewater and Marine Water ...

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<strong>Technical</strong> <strong>Guidance</strong> <strong>Document</strong> <strong>for</strong> <strong>Wastewater</strong> <strong>and</strong> <strong>Marine</strong> <strong>Water</strong> Quality MonitoringTable 1. Organization <strong>and</strong> Corresponding Section Number<strong>for</strong> the Environmental Components Addressed Within Environmental ReportsSection Number5.1 Air Quality5.2 <strong>Marine</strong> <strong>Water</strong>5.3 Waste ManagementEnvironmental Component5.4 Geology, Seismicity, Soil, <strong>and</strong> Groundwater5.5 <strong>Marine</strong> Ecology5.6 Terrestrial Ecology5.7 Noise5.8 Traffic5.9 Socio-economics5.10 Other Environmental Component(s)The following text describes the in<strong>for</strong>mation that should be included in the <strong>Wastewater</strong> <strong>and</strong> <strong>Marine</strong><strong>Water</strong> Quality Monitoring sections of ERs <strong>and</strong> EMPs. Some of this in<strong>for</strong>mation may already bedetailed in preceding or other sections of the ER or EMP, <strong>and</strong> there<strong>for</strong>e, does not need to be repeated.In addition, it may be possible to group the monitoring programs <strong>for</strong> selected, cumulative, <strong>and</strong>residual impacts into a single monitoring program. If at least one of these two conditions exists, thenthe location(s) of the water quality monitoring in<strong>for</strong>mation should be referenced in the appropriate<strong>Wastewater</strong> <strong>and</strong> <strong>Marine</strong> <strong>Water</strong> Quality Monitoring sections of the ER or EMP.Background In<strong>for</strong>mationThe <strong>Wastewater</strong> <strong>and</strong> <strong>Marine</strong> <strong>Water</strong> Quality Monitoring sections or other relevant sections of the ERor EMP should provide background in<strong>for</strong>mation regarding the wastewater generated by all phases ofthe proposed project. The following in<strong>for</strong>mation should be included in the appropriate sections:• All processes that are expected to generate wastewater that will be discharged into a seweragesystem or marine waters <strong>and</strong>/or that will be treated <strong>for</strong> reuse should be described.• When relevant, stormwater should be identified as a source of wastewater. This descriptionshould include whether the stormwater is discharged into a sewerage system or directly intomarine waters.• Any dredging or reclamation activities that may impact marine waters should be detailed.• The water balance of the proposed project should be described. A water balance identifies allsuccessive water uses (e.g., sanitary, boiler, cooling, on-site water treatment) <strong>and</strong> associatedflow direction <strong>and</strong> flow rates (e.g., cubic meters per hour [m 3 /hr]). The descriptions shouldalso include a diagram identifying the flow path of water through all uses from source towastewater outlets. Each outlet should be labeled with an identifier (e.g., O-001, O-002) <strong>for</strong>reference <strong>and</strong> association with data <strong>and</strong> additional descriptions. An example of a waterbalance diagram is presented in Figure 1.• The structures discharging wastewater into the marine waters <strong>and</strong>/or sewerage system shouldbe described. The structure associated with each wastewater outlet should be identified withthe outlet identifier, as previously described. For discharge of wastewater into marine waters,in<strong>for</strong>mation on the pipe dimensions, the material(s), <strong>and</strong> the distance of discharge from theshoreline should also be provided. Some examples of discharge structures include pipe(surface, subsurface), weir, outfall, <strong>and</strong> diffuser.• Any pre-treatment or treatment that wastewater, including stormwater, will undergo prior todischarge or reuse should be described. Details regarding the treatment systems <strong>and</strong>processes, as well as the biological, chemical, <strong>and</strong> physical properties that will be altered bythe treatments should be provided. The ER or EMP should also include a block flow diagram(BFD) <strong>and</strong> in<strong>for</strong>mation on the design capacity <strong>for</strong> each treatment system that is present <strong>and</strong>used at the proposed project. Relevant design capacity in<strong>for</strong>mation should be detailed, <strong>and</strong><strong>Document</strong> Tracking Number: 03.02.457.WP.03Date of Issue: 30Jan123

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