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Home My WebLink AboutNC0040011_Inspection_19980204NPDES DOCUMENT SCANNING COVER SHEET NC0040011 Yanceyville WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change C—j-7/45'-ee. Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: February 4, 1998 This document is printed oa reu+se paper - igizore axiy coxitexzt oxz the rewerse aside Aftkv"1.1 NCDENR At permit renewal it will be recommended that the Town be required to take flow proportional samples. The Town should take additional samples (grab) at the point where they normally take grab samples during the initial flow of the siphon cycle. This would verify that you are initially losing solids and not getting proper treatment. It may also be to your advantage to take some flow proportional samples to see if permit limits can be met if this NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES WINSTON-SALEM REGIONAL OFFICE DIVISION OF WATER QUALITY February 4, 1998 The Honorable Curtis Davis, Mayor Town of Yanceyville PO Box 727 Yanceyville, NC 27379 SUBJECT: Compliance Sampling Inspection Town of Yanceyville's WWTP Caswell County Dear Mayor Davis: On December 3, 1997, the above inspecti-on was performed by Mr. Jim Johnston of this Office. This is a follow up letter to the inspection. At the time of the inspection grab samples were taken. During the sampling event the SBR unit had just finished its siphoning. The results are listed below: BOD 58 mg/1 TSS 150 mg/1 Fecal Coliform 3300/100m1 With the high numbers collected for each of the parameters it would have been possible that the Town of Yanceyville would have been in violation of its permitted limits. It appears that the basin at the end of the plant that is to allow flow to be equalized leaving the plant is not operating properly. During the beginning of the siphon cycle a large volume of water is being released that carries solids out of the system. The Town should get with their engineer and have this problem corrected. / 585 WAUGHTOWN STREET, WINSTON-SALEM, NORTH CAROLINA 27107 PHONE 336-77 1 -4600 FAX 336-77 1 -463 1 AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER requirement is included in the permit at renewal. If you should have any questions concerning this matter please do not hesitate to contact Mr. Johnston or me at (336) 771-4600. Sincerely, M. Steven Mauney Water Quality Supervisor CC: Central File WSRO Dave Goodrich, Permits & Engineering c• 41 COUNTY CASWELL RIVER BASIN : REPORT TO : WSRO Regional 011ice Other : - COLLECTOR(S) : JOHNSTON Estimated BOD Range: Seed: Chlorinated: DIVISION OF WATER QUALITY Chemistry Laboratory Report / NVater Quality PRIORITY ❑ AAinIENT .t❑ COMPLIANCE ❑ EMERGENCY ❑ QA ❑ CHAIN OF CUSTODY Station Location: YANCEEVILLE Remarks: W SAMPLE TYPE ❑ STREAM ❑ LAKE ❑ ESTUARY i EFFLUENT ❑ INFLUENT • Lab Number : 7W9370 Date Received : 12/4/97 Time Received : 9:05 AM Received Ily : IIMW Data Released : AR Date Reported : 1/27/98 Station M NC0040011 Date Begin (vy/mm/dd) 971203 Date End (yy/mm/dd) Time Begin 1130 Time End Depth - DM, DB, DOM Value Type - A, 11, L Composite-T, S, Sample Type X ROD 310 58 mg/L COD I ligh 340 mg/L COD Low 335 mg/1. Coliform- MF Fecal 31616 3300 /I00m1 Coliform: MFTotal 31504 /I00ml Coliform: tube Fecal 31615 /100m1 Coliform: Fecal Strap 31673 /I00ml Residue. Total 500 mg/L Volatile 505 mg/L Fixed 510 mg/L X Residue: Suspended 530 150 mg/L Volatile 535 mg/L Fixed 540 ntv/L X pll403 6.6 units Acidity to pli 4.5 436 mg/L Acidity to pH 8 3 435 mg/L Alkalinity to pH 8.3 415 mg/L Alkalinity to pH 4.5 410 mg/L TOC 680 mg/L Turbidity 76 NTU COMMENTS : Chloride 940 mg/L Chi a: Tri 32217 ug/L CM a: Corr 32209 ug/L Pheophytin a 32213 ug/L Color: True 80 • c.u. Color. (pH) 83 pH= c.u. Color: pH 7.6 82 c.u. X Cyanide 720 0.03 mglL Fluoride 951 mg/L Formaldehyde 71880 mg/L Grease and Oils 556 mg/L Hardness Total 900 mg/L Specific Cond. 95 umhos/cm2 MBAS 38260 mg/L Phenols 32730 ug/L Sulfate 945 mg/L Sulfide 745 mg/L Boron Tannin & Lignin ug/L Coliform Total Tube '/100 mis X NH3 as N 610 0.14 mg/L TKN an N 625 mg/L NO2 plus NO3 as N 630 14 mg/L P: Total as P 665 mg/L PO4 as P 70507 mg/L P: Dissolved as P 666 mg/L K-Potassium mg/L X Cd- Cadmium 1027 <2.0 ug/L X Cr-Chromium:Total 1034 <25 ug/L X Cu- Copper 1042 5.7 ug/L X Ni-Nickel 1067 <10 ug/L X Pb- Lead 1051 <10 ug/L X ' Zn- Zinc 1092 110 ug/L V-Vanadium ug/L Ag- Silver 1077 ug/L Al- Aluminum 1105 ug/L Be- Beryllium 1012 ug/L Ca- Calcium 916 mg/L Co- Cobalt 1037 ug/L Fe- Iron 1045 ug/L Li -Lithium 1132 ug/L Mg- Magnesium 9 mg/L Mn-Manganese 1055 ug/I. Na- Sodium 929 mg/L Arsenic:Total 1002 <10 Se- Selenium 1147 ug/L lig- Mercury 7190 <0.2 ug/L Ba Barium ug/L Organochlorine Pesticides Organophosphorus Pesticides Acid Herbicides Base/Ncutra!&Acid Extractable Organics TPH Diesel Range Purgeablc Organics (VOA bottle req'd) TPH Gasoline Range TPH/BTEX Gasoline Range Phytoplankton N.C. Dept J.AN 3 0 1998 i DFS3650I SESSION READY FOR INPUTGKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1 PERMIT--NC0040011 PIPE--001 REPORT PERIOD: 9701-9712 LOC---E FACILITY--YANCEYVILLE, TOWN OF - WWTP DESIGN FLOW-- .4500 CLASS--2 LOCATION--YANCEYVILLE REGION/COUNTY--04 CASWELL 50050 MONTH Q/MGD 00310 00530 00610 31616 50060 00300 TGP3B BOD RES/TSS NH3+NH4- FEC COLI CHLORINE DO CERI7DPF LIMIT F .2500 F 30.00 F 97/01 .1916 16.50 97/02 .1826 16.50 97/03 .2176 14.50 97/04 .2102 9.60 LIMIT F .4500 F 18.00 F 97/05 .1917 8.50 97/06 .1907 10.50 8.5 97/07 .1983 9.00 17.6 97/08 .2017 4.75 6.7 97/09 .2144 4.60 4.4 97/10 .2186 5.50 5.5 90.0 NOL F 200.0 NOL NOL NOL 19.5 .35 10.0 4.375 8.95 1 23.7 .40 15.7 5.000 8.85 6.0 .37 56.5 11.875 8.45 5.6 .34 89.1 13.500 7.70 LIMIT F .4500 F 30.00 F 97/11 .1982 15.50 97/12 .2204 AVERAGE .2030 MAXIMUM .5120 MINIMUM .0600 UNIT MGD 11.22 30.00 3.00 MG/L 2.30 F 200.0 NOL .15 10.0 13.750 .40 6.7 9.750 .28 .15 .10 .10 16.4 23.3 13.9 3.9 30.0 F 13.00 F 200.0 20.5 .47 15.8 11.9 47.0 LESSTHAN MG/L .70 .31 3.00 LESSTHAN MG/L 21.6 23.5 1700.0 LESSTHAN #/100ML 7.500 6.875 10.300 11.500 NOL 11.375 5.500 9.275 25.000 .000 UG/L NOL NOL 7.07 7.35 6.60 6.30 6.38 6.87 NOL NOL 6.87 7.16 7.37 1 9.70 1 2.80 1 MG/L PASS/FAI