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HomeMy WebLinkAboutNCG550968_Response_20221129ENCO Laboratories Accurate, Timely. Responsive. Innovative. 102-A Woodwinds Industrial Court Cary NC, 27511 Phone: 919.467.3090 FAX: 919.467.3515 Tuesday, October 25, 2022 McFarland Septic (WA021) Attn: Waylon McFarland 6801 Mt. Hermon Church Road Durham, NC 27705 RE: Laboratory Results for Project Number: 5630 WILLOW DR., Project Name/Desc: Wastewater ENCO Workorder(s): CF15524,CF15790 Dear Waylon McFarland, Enclosed is a copy of your laboratory report for test samples received by our laboratory between Tuesday, October 11, 2022 and Monday, October 17, 2022. Unless otherwise noted in an attached project narrative, all samples were received in acceptable condition and processed in accordance with the referenced methods/procedures. Results for these procedures apply only to the samples as submitted. The analytical results contained in this report are in compliance with NELAC standards, except as noted in the project narrative if applicable. This report shall not be reproduced except in full, without the written approval of the Laboratory. This report contains only those analyses performed by Environmental Conservation Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from outside organizations will be reported under separate cover. If you have any questions or require further information, please do not hesitate to contact me. Sincerely, Stephanie Franz For Shahla Vakili Project Manager Enclosure(s) FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 1 of 9 www.encolabs.com SAMPLE SUMMARY/LABORATORY CHRONICLE 1 Client ID: Effluent -5630 WILLOW DR. Lab ID: CF15524-01 Sampled: 10/11/22 09:45 Received: 10/11/22 14:27 Parameter SM 2540D-2015 SM 5210 B-2011 Preparation NO PREP NO PREP Hold Date/Time(s) 10/18/22 10/13/22 09:45 Prep Date/Time(s) 10/18/22 14:30 10/12/22 08:16 Analysis Date/Time(s) 10/18/22 14:30 10/12/22 08:16 Client ID: Effluent - 5630 WILLOW DR. Lab ID: CF15790-01 Sampled: 10/17/22 13:20 Received: 10/17/22 14:25 Parameter Colilert 18 Preparation NO PREP Hold Date/Time(s) Prep Date/Time(s) 10/17/22 21:15 10/18/22 12:45 10/17/22 14:41 Analysis Date/Time(s) 10/18/22 10:43 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 2 of 9 www.encolabs.com SAMPLE DETECTION SUMMARY 1 Client ID: Effluent -5630 WILLOW DR. Lab ID: CF15524-01 Anal e Biochemical Oxygen Demand Total Suspended Solids Results 120 80 Flaq MDL 2.0 17 POL 2.0 17 Units mg/L mg/L Method SM 5210 B-2011 SM 2540D-2015 Notes FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 3 of 9 www.encolabs.com ANALYTICAL RESULTS 1 Description: Effluent -5630 WILLOW DR. Matrix: Waste Water Project: Wastewater Lab Sample ID:CF15524-01 Sampled:10/11/22 09:45 Sampled By:ADAM MONEYPENNY Received: 10/11/22 14:27 Work Order: CF15524 Classical Chemistry Parameters ^ - ENCO Cary certified analyte [NC 591] Analyte [CAS Number] Results Flaq Biochemical Oxygen Demand^ 120 Total Suspended Solids^ 80 Units mg/L mg/L DF MDL P0L Batch Method Analvzed 1 2.0 2.0 2312002 SM 5210 B-2011 10/12/22 08:16 6.67 17 17 2318010 SM 2540D-2015 10/18/22 14:30 Notes JOC JOC Description: Effluent - 5630 WILLOW DR. Matrix: Waste Water Project: Wastewater Lab Sample ID:CF15790-01 Sampled:10/17/22 13:20 Sampled By:ADAM MONEYPENNY Received: 10/17/22 14:25 Work Order: CF15790 Microbiological Parameters 1 ^ - ENCO Cary certified analyte [NC 591] Analyte 1CAS Number] Coliform, Fecal^ Results Flaq Units DF MDL P0L Batch Method Analvzed 8Y Notes < 1.0 MPN/100 1 1.0 2J18016 Colilert 18 10/18/22 10:43 CB mL FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 4 of 9 www.encolabs.com QUALITY CONTROL DATA 1 Classical Chemistry Parameters - Quality Control Batch 2712002 - NO PREP Blank (2312002-BLK1) Prepared & Analyzed: 10/12/2022 08:16 Analvte Biochemical Oxygen Demand Result Flag 2.0 U Spike Q Units Level 2.0 mg/L Source Result %REC %REC Limits RPD RPD Limit Notes LCS(2312002-BS1) Prepared & Analyzed: 10/12/2022 08:16 Analvte Biochemical Oxygen Demand Result Flaq POL Units 190 2.0 mg/L Spike Source %REC Level Result %REC Limits 198 98 85-115 RPD RPD Limit Notes Duplicate (2312002-DUP1) Prepared & Analyzed: 10/12/2022 08:16 Y Source: CF11097-01 Analvte Biochemical Oxygen Demand Batch 2118010 - NO PREP Spike Source %REC RPD Result Flag POL Units Level Result %REC Limits RPD Limit Notes 3.4 2.0 mg/L 3.3 2 30 Blank (2318010-BLK1) Prepared & Analyzed: 10/18/2022 14:30 Analvte Total Suspended Solids Result Flag 2.5 U Spike Source %REC Q Units Level Result %REC Limits 2.5 mg/L RPD RPD Limit Notes LCS(2318010-BS1) Prepared & Analyzed: 10/18/2022 14:30 Analvte Total Suspended Solids Result Flag POL Units 110 2.5 mg/L Spike Source %REC Level Result %REC Limits 100 108 80-120 RPD RPD Limit Notes Duplicate (2318010-DUP1) Prepared & Analyzed: 10/18/2022 14:30 Source: CF04707-01 Analvte Total Suspended Solids Spike Result Flag POL Units Level 45 10 mg/L Source Result 49 %REC RPD %REC Limits RPD Limit 20 9 Notes Duplicate (2318010-DUP2) Prepared & Analyzed: 10/18/2022 14:30 Source: CF13550-01 Analvte Total Suspended Solids Spike Result Flag PQL Units Level 19 5.0 mg/L Source Result 22 %REC %REC Limits RPD 14 RPD Limit 20 Notes Microbiological Parameters - Quality Control 1 Batch 2718016 - NO PREP Duplicate (2318016-DUP1) Prepared: 10/17/2022 14:04 Analyzed: 10/18/2022 10:43 Source: CF13428-01 Analvte Coliform, Fecal Spike Source %REC RPD Result Flag Q Units Level Result %REC Limits RPD Limit Notes 91 1.0 MPN/100 mL 79 13 25 FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 5 of 9 www.encolabs.com FLAGS/NOTES AND DEFINITIONS 1 B The analyte was detected in the associated method blank. D The sample was analyzed at dilution. J The reported value is between the laboratory method detection limit (MDL) and the laboratory method reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable. U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation data and moisture content, where applicable. E The concentration indicated for this analyte is an estimated value above the calibration range of the instrument. This value is considered an estimate. MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is based on the low point of the calibration curve, when applicable, sample preparation factor, dilution factor, and, in the case of soil samples, moisture content. PQL PQL: Practical Quantitation Limit. The PQL presented is the laboratory MRL. N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater confidence) to make a "tentative identification". P Greater than 25% concentration difference was observed between the primary and secondary GC column. The lower concentration is reported. [CALC] Calculated analyte - MDL/MRL reported to the highest reporting limit of the component analyses. FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 6 of 9 www.encolabs.com CHAIN -OF -CUSTODY RECORD O 102-A Woodwinds Industrial Ct. 11 -D P. 7 '� ` m m CO H a) Q. G 9 Q) 01 ca in Order Sample Comments 4 <-- Total # of Containers N m U m p a] m 10 Unacceptable) a)Lu v V CC Z M \\ \;\ ' o x . GW-Groundwater SO -Soil DW--0nnking Water SE -Sediment SW -Surface Water WW-Wastewater A -Air O-Other (detail in comments) Preservation: I -Ice H-HCI N-HNO3 S-H2SO4 NO-NaOH 0-0ther (detail in comments) Requested Analyses -S- A ` m r m Cooler rs's & Temps on Receipt a, N I ja L � VNi l U Y > IAQ14N ; C— % O g .9., o Ji �n ��,ryy{ l o C.s �y/ �\ d Relinquished By U 0 ' D Relinquished By E e R. a 6 3 a E z o n` olut t Od • m U ■ c . ¢ � o m Site Location f Time Zone a a 2. H o U 7- 7 f.8 y a Comp Grab o o U tom N _ E E F a G H E 1 g rr r m CC TA co C Client Name Frio4CuaA. S-tpti , Address 70S ate Wa.9-1 118 iVL� r \ LL Sampinr�(s) Na�me,,,AAffiliatiionn((Print) (�. ' ACICL 'r 1 Y ' kOlAQ&ADRJ Y1•4 NII Y. O o A, o UR. �� , ` c a a L a a co 1 a Y E u) — r en �. 5 vl (] ) 1 /� 1- E uJ E a `F Page 7 of 9 Sample Preservation Verification ENCO Cary Work Order: Client: Logged In: C F 15524 McFarland Septic (WA021) 11-Oct-22 14:32 Preservation Check Performed By: Project: Wastewater Project* 5630 WILLOW DR. Logged By: Samantha L Hyatt k J f + Date/Time: tC)t��j� c1i ` ~t�4 j C F 15524-01 Cont Type Pres (pH) Requirement Q pH Checked / 1 Controi pH Adjusted Date/Time Adjusted Reagent Used/Comments C 250mLP+H2SO4 <2 Y N / NA Y 1 /)NA 1 2 Reagent Name ID pH Strip ID: ad-,Pra.0q0 3 4 Reagent Name ID Reagent Name 5 6 ID C:IELMNTIPrintlwko_PreservationCheck.rpt Page 8 of 9 www.encolabs.com M❑ cc 0 LU CC LOL �CC ,,r^ S M/ O U < LL. o 0 Z U a> 0_ cc O =0, a2 CC w O g CO ° e rn ay0.7 x J a Z ��§ Q g Q U0 N N a v w Z 0 U -J 2 Z 0 cc 7 Z W 10775 Central Port Dr. 2 m -o ` N _ -� E �n Et i— \tr) ai 2 n w °c.c E z w - 4 xm W a) a Lab Workorder Sample Comments <-- Total # of Containers ra ti � linquishedBy / v`� /f Datcr'Hme i S Received DatelTirne /v/ U I E m o Cooler #-s &Temps on Receipt 0 CondiliUpon Receipt • 4 Acceptable Unacceptable . GW-Groundwater SO -Sail DW-Drinking Water SESedimenl SW -Surface Water WW-Wastewater A -Air 0-Other (detail in comments) Preservation: I -Ice H-HCI N-HNO3 S-H2SO4 NO-Ne0H O-Other (detail in comments) � co' S Flequested Analyses 1 .o T m U C N v a 0 U '° N C e 'W m �i a Date/Time art/v E t d m O v = 'o c tr m v L N 0 g E a criewm on nsaC/atueN loaload D2. c m - x 0 Reporting Contact �I Samplert5) Name. Affiliation (Print) Billing Contact rieWY1 v vvi SamF 9 le si nature j Site Location / Time Zone a m W O U , _0 D ` O N V m N N i , LK 'n Y E C? V 1 ° ° m E o U i. a.,. ,. . m E F W v cr 0,Q Lpp a. �_ Ci v t C) N N LL Collection Date r- _ --a,Q e o v o 'Sample Kit Prepared By +i AnE 4vJ Ta Cr _ m r Page 9 of 9