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                    "text": "The subsurface effects of nuisance water injection shall be determined by the consultant. This includes potential for soil hydroconsolidation and daylighting (rising) water on and off site.",
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                {
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                    "text": "Mounding potential of discharged water should be determined.",
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                    "text": "The appropriate City guidelines should be utilized for design, construction and testing of the drywell (refer to Section V for further guidelines).",
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                    "text": "Site grading details and specifications shall be in the geotechnical report and on the grading plan. Typical items that would be discussed include, but is not limited to, the following:",
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                    "text": "Buttress key dimensions shall be indicated in the report and shown on the grading plan.",
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                    "text": "All subterranean drainage devices shall be shown on the grading plan.",
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                    "text": "Cut slopes converted to fill may require subdrains.",
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                    "text": "Filled major canyons require subdrains.",
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                    "text": "Subdrain material specifications shall be in the report.",
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                    "text": "Subdrain design (i.e., volume of filter material, pipe specifications, etc.) should be shown in the report.",
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                    "text": "Fill placement specifications should be presented and field guidelines for approval of over-excavation bottoms given.",
                    "marker": "g."
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                    "text": "The grading plan to be used for earthwork should be reviewed by the geotechnical consultant for conformance to their recommendations.",
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                    "text": "The grading plans submitted to the City should be wet ink signed and sealed by the design geotechnical consultant(s).",
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            "text": "Ⅲ-7",
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