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HomeMy WebLinkAboutNC0089702_Fact Sheet_20181108DENR / DWR / NPDES FACT SHEET ADDENDUM NPDES Permit NC0089702 Facility Information Applicant/Facility Name Terwilliger Pappas Multi -Family Partners - Solis Brightleaf Apartments - Brownfields Groundwater Remediation (GW-REM) Applicant Address 510 Glenwood Avenue, Suite 317, Raleigh 27603 Facility Address 1001 West Main Street, Durham 27701 Permitted Flow (MGD) 0.00005 Type of Waste Treated excavation groundwater and permanent facility dewatering Facility Class Physical/Chemical County Durham Date: 08Nov2018 Permit Writer: Joe R. Corporon, P.G. Facility Status New Regional Office RRO Stream Characteristics Receiving Stream UT to Ellerbe Creek Stream Classification WS-V; NSW Stream Segment 27-5-(03) Drainage basin Neuse River Basin Summer 7Q10 (cfs) 0.0 Subbasin 03-04-01 Winter 7Q10 (cfs) 0.0 Use Supporting Yes 30Q2 (cfs) 0.0 303(d) Listed NSW Average Flow (cfs) 0.0 State Grid D23NW IWC (%) 100 % [storm -sewer discharge] USGS Topo Quad Southwest Durham, NC Project Summary - The Applicant proposes [via consultant Mid -Atlantic Engineering and Environmental Solutions] to develop several contiguous real estate parcels into a 1.45-acre apartment complex with subterranean parking. Excavation and permanent dewatering proposes to discharge to a City od Durham stormsewer under zero -flow receiving -stream conditions (7Q10/30Q2 = 0.0 cfs). The Division concurs that this discharge alternative is the most viable based on feasibility and cost, as outlined in the Engineers Alternatives Analysis (EAA) included with the application. The Applicant installed a French -drain dewatering system to service the entire site. This gravity drain is an unlined gravel trench to a depth of 2 feet, fitted at its bottom with a perforated 2-inch- diameter PVC drainpipe [see application, Figure C5.10]. Because this trench and pipe are designed open to the environment, it gathers groundwater, but to a depth of two -feet only. Initial excavation discharges were temporarily allowed via a pump -and -haul permit through the City of Durham. However, sampling and analysis of these discharges suggested the presents of oxygen -consuming wastes not permittable to surface waters. These data prompted the installation of the facilities permanent dewatering facilities and a test period to evaluate compliance of this new system. This test period advanced through July, August, and September 2018. Page 1 of 2 Permanent Dewater Facilities — Plans for the structure's subterranean parking required the design and installation of a permanent dewater system. This system post-dates the draft permit and has been included on the issuance Supplement to Permit Cover Sheet. At the Permittee's request, flow from this system is increased from 0.0005 MGD to 0.0015 MGD. Analytical results for three (3) sample events during this three-month test period included all parameters of concern (POCs) supplemented by three (3) monthly Whole Effluent Toxicity (WET) tests. WET tests indicate "pass," and analytical results suggest no POC above compliance levels; These results serve to contribute data necessary to establish a minimum of 12 sample results toward eligibility for permit modification [per section A. (1.), Footnote 3]. Per John Hennessy, the Permittee is instructed to submit all eligible POCs collectively, so they may be considered at once — not in multiple requests for modification. The effluent database to date now includes preliminary sampling conducted during July, August, and September (received 240ct2018), as approved by the DWR. These data support compliance with permit limits for chlorinated hydrocarbons and metals over three (3) sample events [see attached Tables 1,2, and 3 received DWR on 290U2018]. The final permit includes revisions to reflect the newly installed permanent treatment system (see revised Supplement to Permit Cover sheet). Summary of Changes to the Permit Draft Arsenic limits revised to correct error for WS [150 ug/L / 340 ug/L => 10 ug/L / 10 ug/L] 2. Flow increased from 0.0005 to 0.0015 per the Permittee's request, consistent with system design. Corrected Draft permit WET -Testing from TAA6C to TGE6C to reflect freshwater, monitoring Monthly. this test can be modified to Quarterly upon request after sufficient data indicating "Pass," per Aquatic TOX (Susan Meadows, 06Nov2018). 4. Parameters of Concern qualifying under footnote 3 shall be submitted collectively — not in batches, per John Hennessy. Joe R. Corporon, L.G., NPDES Unit. 08Nov2018 Page 2 of 2