Orange County NC Website
Innovative Design and its engineering/sail scientist subcontractor (Landis, Inc.) submitted a <br />preliminary design report/proposal to County staff containing three design "Steps". These <br />Steps (or design alternatives) are summarized below: <br />• Step 1 -Provides flow equalization to 6000 gpd for four consecutive days only, uses <br />existing septic tank primary treatment components and existing front lawn nitrification <br />field <br />• Step 2 -Provides 3000 gpd "Living Machine"-type secondary treatment technology and <br />flow equalization to 6000 gpd for four consecutive days, uses existing septic tank primary <br />treatment components and existing front lawn nitrification field <br />Step 3 -Provides 6000 gpd septic tank primary treatment, 6000 gpd "Living Machine"- <br />type secondary treatment technology, flow equalization to allow up to 12,000 gpd for four <br />consecutive days, and subsurface disposal capacity of 6000 gpd on the Vincent property <br />Steps 1 and 2 would use the existing treatment system components buried in the front <br />lawn of the NHSC and Step 3 would use the Vincent property. <br />The consultant ultimately recommended that the County implement Step 2 and cited the <br />reasons below: <br />• the probable maximum average daily flow from the facility (after retrofitting the facility <br />with low flaw plumbing fixtures) should not exceed 3000 gpd <br />• peak flows have historically exceeded the existing system design flows by approximately <br />50% and average daily flows by nearly 300% <br />• peak flows are projected to be +/- 6000 gpd at maximum building use with reduced flow <br />plumbing fixtures <br />• provides a treatment capacity and a subsurface discharge capacity of 3000 gpd to <br />address average flows of up to 3000 gpd and will address peak flows of up to 6000 gpd <br />for four continuous/consecutive days <br />• provides the least cast initial investment using advanced treatment technology (and <br />would allow the potential for additional subsurface discharge capacity by expanding to <br />Vincent tract as necessary). <br />Attachment A is the complete report from the Consultant including their proiected <br />timeline. <br />Orange County Environmental Health and Engineering staff evaluated the consultant's <br />proposed Steps (design alternatives) in light of state and local permitting requirements and <br />taking into account existing conditions and proposed uses at the NHSC. Environmental <br />Health staff determined that Steps 1 and 2 were insufficient to meet local or state <br />regulatory (permitting) requirements associated with expanded building use for the <br />following reasons: <br />