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HomeMy WebLinkAboutNC0040011_Permit (Issuance)_19970226NPDIES DOCUMENT SCANNINO COVER SHEET NC0040011 Yanceyville WWTP NPDES Permit: Document Type: 'cermit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: February 26, 1997 Whims clerocinnent iss printed. ion relapse paper — ignore arty content con. the resrersse aide State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director February 26, 1997 Mr. William E. Carter Town of Yanceyville P.O. Box 727 Yanceyville, North Carolina 27379 EDE1-IN111=1 Subject: NIMES Permit Issuance Permit No. NC0040011 Yanceyville WWTP Caswell County Dear Mr. Carter: In accordance with the application for a discharge permit received on October 31, 1996, the Division is forwarding herewith the subject NPDES permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding. Please take notice this permit is not transferable. Part II, E.4. addresses the requirements to be followed in case of change in ownership or control of this discharge. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact Susan Robson at telephone number (919) 733-5083, extension 551. Sincerely, Original Signed By David A. Goodrich A. Preston Howard, Jr., P.E. cc Central Files Winston-Salem Regional Office Mr. Roosevelt Childress, EPA Permits and Engineering Unit Facility Assessment Unit Aquatic Survey & Toxicology Unit P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone (919) 733-5083 FAX (919) 733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper Permit No. NC0040011 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES DIVISION OF WATER QUALITY PERMIT TO DISCHARGE WASTEWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Town of Yanceyville is hereby authorized to discharge wastewater from a facility located at Yanceyville WWTP on NCSR 1743 Yanceyville Caswell County to receiving waters designated as Country Line Creek in the Roanoke River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and IV hereof. This permit shall become effective May 1, 1997 This permit and authorization to discharge shall expire at midnight on April 30, 2002 Signed this day February 26, 1997 Original Signed by David A. Goodrich A. Preston Howard, Jr., P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. NC0040011 SUPPLEMENT TO PERMIT COVER SHEET Town of Yanceyville is hereby authorized to: 1. Continue to operate a 0.45 MGD existing wastewater treatment facility consisting of a mechanical bar screen, dual grit chambers, dual -pump lift station, dual sequencing batch reactor tanks, a post -equalization basin, a chlorine injection tank, chlorine contact basin, a dechlorination tank, an ultrasonic flow meter, and a sludge holding lagoon located at Yanceyville WWTP, on NCSR 1743, Yanceyville, Caswell County (See Part III of this Permit), and 2. After receiving an Authorization to Construct from the Division of Water Quality, expand the existing wastewater treatment facility to 0.600 MGD and 3. Discharge from said treatment works at the location specified on the attached map into Country Line Creek which is classified Class C waters in the Roanoke River Basin. Town of Yanceyville NC0040011 Discharge Point: Latitude: 36°23'19" Longitude: 79°20'27" -I _)\,! • LIGHT•DUTY ROAD. HARD OR IMPROVED SURFACE Latitude 36°23'19" Longitude 79°20'27" Map # B21NE Sub -basin 030204 Stream Class Discharge Class Receiving Stream Country Line Creek Design 0 .45/.6 MGD Permit expires 4/30/02 • ge- Difoos ' Yanceyville WWTP NC0040011 Caswell County A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0040011 During the period beginning on the effective date of the permit and lasting until expiration or upon expansion above 0.45 MGD, the Permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS LIMITS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum _ Measurement Frequency Sample Type Sample Locationl Flow 0.45 MGD Continuous Recording lor E , BOD, 5 day, 200C** (April 1 - October 31) 18.0 mg /1 _ 27.0 mg/I Weekly Composite E, I BOD, 5 day, 200C** (November 1 - March 31) 30.0 mg/I 45.0 mg/1 Weekly Composite E, I Total Suspended Residue** 30.0 mg /1 45.0 mg/1 Weekly Composite E, I M-I3 as N (April 1 - October 31) 2.3 mg/1 Weekly Composite E NH3 as N (November 1 - March 31) 13.0 mg/I Weekly Composite E pH2 Weekly Grab - E, U, D Fecal Coliform (geometric mean) 200 / 100 ml 400 / 100 ml Weekly Grab E, U, D Total Residual Chlorine . 28.0 mg/I 2 / Week Grab E Temperature Weekly Grab U,•13 Temperaturev Daily Grab . E Conductiv* Weekly Grab . U, D Dissolvdd 0xygen3 Weekly Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E Total Phosphorus Quarterly - Composite E Chronic Toxicity4 ,. Quarterly Composite E Cadmium 5.4141 2/Month Composite E Chromium Monthly Composite . E Copper ' Monthly Composite E Lead • 68.0 pig/1 2/Month Composite E Zinc 4 . . Monthly Composite E Cyanide J 14.0 jig/1 2/Month Grab E Mercury , 0.033 µg/I 2/Month Composite E Silver M. or Monthly Composite E Notes: 2 3 4 ** Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet from discharge point, D - Downstream at below the discharge point at US Highway 158/86 Bridge The pH shall not be less than 6.0 standard units nor greater than 9.0 stand= units. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/I. Chronic Toxidity (Ceriodaphnia) P/F at 37%; January, April, July, and October; See Part III, Condition G. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal). There shall be no discharge of floating solids or visible foam in other than trace amounts. A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0040011 During the period beginning upon expansion above 0.45 MGD and lasting until expiration ,the Permittee is authorized to discharge from ouffall serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below: Flow NITORING'REQUIREMEN ont vera 0.6 MGD eekly erage aximu atUren1......Sample nrs requenc cation Continuous Recording I or E BOD, 5 day, 200C** (April 1 - October 31) 15.0 mg /I 22.5 mg/I Weekly Composite E, I BOD, 5 day, 200C** (November 1 - March 31) 30.0 mg/1 45.0 mg/1 Weekly Composite E, I Total Suspended Residue** 30.0 mg / I 45.0 mg/1 Weekly Composite E, I NH3 as N (April 1 - October 31) 2.0 mg/I Weekly Composite NH3 as N (November 1 - March 31) 10.1 mg/I Weekly Composite pH2 Weekly Grab E, U, D Fecal Coliform (geometric mean) 200 / 100 ml 400 / 100 ml Weekly Grab E, U, D Total Residual Chlorine Temperature 28.0 gig/I 2 / Week Grab Weekly Grab U, D Temperature Daily Grab Conductivity Weekly Grab U, D Dissolved 0xygen3 Weekly Grab E, U, D Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite Total Phosphorus Quarterly Composite Chronic Toxicity's Quarterly Composite Cadmium 4.6 pg/1 2/Month Composite Chromium Monthly Composite Copper Monthly Composite Lead Zinc 2/MmEM_*1 Composite E Monthly Composite Cyanide 11.0 µg/1 2/Month Grab Mercury 0.027 µg/1 2/Month Composite Silver Monthly Composite Notes: 2 3 4 ** Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet from discharge point, D - Downstream at below the discharge point at US Highway 158/86 Bridge The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/I. Chronic Toxicity (Ceriodaphnia) P/F at 44°/0; January, April, July, and October, See Part III, Condition H. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of the respective influent value (85% removal). There shall be no discharge of floating solids or visible foam in other than trace amounts. Part III Permit No. NC0040011 G. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 37.0% (defined as treatment two in the procedure document). The permit holder shall perform quartertv monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DWQ Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving steam, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. QCL PIF Version 9196 Part Permit No. NC0040011 H. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised November 1995, or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 44.0% (defined as treatment two in the procedure document). The permit holder shall perform quarterty monitoring using this procedure to establish compliance with the permit condition. The tests will be performed during the months of January, April, July and October. Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treaiment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DWQ Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Water Quality 4401 Reedy Creek Road Raleigh, North Carolina 27607 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited above. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring. QCL PIF Version 9196 • Facility NPDES No. Design Flow (MGD) Facility Class Staff Review and Evaluation NPDES Wastewater Permit FACILITY INFORMATION Yanceyville VVVVTP NC0040011 0.45/0.6 11 STREAM CHARACTERISTICS Stream Name Country Line Creek Stream Class C Sub -basin 03-02-04 Drainage Area (mi2) 49.4 S7Q10 (cfs) 1.2 W7Q10 (cfs) 4.9 30Q2 (cfs) 6.4 IWC (°/0) 37/44 Proposed Changes Parameters Affected Basis for change(s) Temperature Monitoring from Weekly to Daily at Effluent 2B.0508 rules Mercury at 0.6 MGD from 0.032 to 0.027 pg/1 Peozmaa4te—Rotenti ' Elimination of 0.25 MGD limits Facility has been built to 0.45 MGD Compliance Schedule: none. 44-k• 5 C C.A.J 04,-N ‘t rv, Special Condition(s): Chronic Tox. requirements at 0.45 and 0.6 MGD Permits & Engineering Comments: This facility has an approved pretreatment program with one SIU currently. Facility recently completed expansion to 0.45 MGD. Recent data suggest compliance with all limits. Instream monitoring data seem questionable, espcially the conductivity readings of .105, .08, etc. Reasonable potential analysis revealed that the limits set forth in the permit issued in 1995 are still appropriate, with the exception of mercury. Mercury at 0.6 MGD has been modified from 0.032 ug/1 to 0.027 µg/1. P&E recommends renewal with changes noted above. Prepared by: AT\ Susan Robson Regional Office Evaluation and Recommendations: cie,fzei 4-9 -to' -Vdr-c-41 .4e 4-1-156 ?116 -00P- lv 14-1)2 kj- 672 —ez 7 Page 1 r*- No.te for Susan Robson 11•1111111111M=1 From: Bo McMinn Date: Tue, Oct 8, 1996 11:02 AM Subject: RE: LTMP for Yanceyville WWTP To: Susan Robson Yanceyville submits all their effluent data on their DMRs. However they do not have a long term monitoring plan but a short term monitoring plan. The difference is that under a STMP they will only monitor for Pollutants of Concern identified under the Pretreatment Program once every five years (for four consecutive days). Once you get a -little father into your review_you may want to talk about their pollutants of concern. ) ky,4,61,01i (4_ ps4-4,1+7 From: Susan Robson on MonOct 71996 3:34 PM Subject: LTMP for Yanceyville WWTP To: Bo McMinn Hi Bo! I'm working on a renewal for Yanceyville WWTP's permit (NC0040011) and I saw in Central Files that they have an approved pretreatment program with one SIU and with a LTMP. The renewal application has not been submitted yet, but I'm trying to get a jump on some of this work. Do you need me to send you a formal LTMP info. request form? Thanks. TOXICANT ANALYSIS Facility Name Yanceyville WWTP j Parameter = Cadmium Parameter = NPDES # NC0040011 i Standard = 2 µg11 Standard = ,Chromium 50 Qw (MGD) 0.451 7Q10s (cfs) l.2 n BDL=1/2DL Actual Data RESULTS n BDL=1/2DL !WC (%) 36.76i 1 1 <2 Std Dev. 0.25 1 2.5 Reeving Stream Country Line Creek I 2 1 <2 Mean 1.041666667 2 2.5 Stream Class C 3 1 <2 C.V. 0.24 3 2.5 4 1 <2 4 2.5 FINAL RESULTS 5 1 <2 5 2.5 Cadmium 1 6 2.5 <5 Muft Factor = 1.35, 6 1 Max. Pred Cw 3.375iug/I 7 1 <2 Max. Value 2-1 µg/1 7 2.5 Allowable Cw 5.4iug/1 8 1 <2 Max. Pred Cw 3.375 gg/1 8 2.5 i 9 1 <2 Allowable Cw 5.4 pg/1 9 2.5 Chromium i 10 1 <2 10 2.5 Max. Pred Cw 61.2lug/I 11 1 <2 11 2.5 Allowable Cw 136.0i ug/1 12 1 <2 12 2.5 i i 13 1 <2 13 2.5 Copper 14 '1 <2 14 2.5 Max. Pred Cw 49.951ug/1 15 1 <2 15 2.5 Allowable Cw 19.0Iug/1 16 1 <2 16 5 i 17 1 <2 17 15 , Lead ; 18 1 <2 18 5 Max. Pred Cwl 71.4iu91I 191 <2 19 5 Allowable Cw 68.01ug/1 20 1 <2 20 18 21 1 <2 21 5 Zinc 22 1 <2 22 Max. Pred Cw ; 687.51ug/1 23 1 <2 23 Allowable Cw 136.0iug/1 i 24 1 <2 24! ! i 25 1 <2 25, Cyanide i 26 1 <2 26 Max. Pred Cw 58.8i ug/I 27 1 <2 27 Allowable Cw 13.6iug/1 28 1 <2 28 i 29 1 <2 29 Mercury 30 1 <2 30 Max. Pred Cw 1.2iu91I 31 1 <2 31 Allowable Cw ,.O 35 0.0lug/1 32 1 <2 32 33 1 <2 33 Silver 34 1 <2 34 Max. Pred Cw I 2.51 ug/I 35 1 <2 35 Allowable Cw 0.2' ug/I 36. 1 <2 36 i ; 37 37 10/10/96 PAGE 1 TOXICANT ANALYSIS Facility Name Yanceyville WVVTP Parameter = Cadmium Parameter = Chromium NPDES # NC0040011 1 Standard = 2 gg/1 Standard =! 50 Qw (MGD) 0.61 Actual Data RESULTS n BDL=1/2DL 7Q10s (cfs) 1.21 n BDL=1/2DL /WC (%) 43.66i 1 1 <2 Std Dev. 0.25 1 2.5 1 <2 Mean 1.041666667 2 2.5 Rec'ving Stream Country Line Creek 2 Stream Class C J 3 1 <2 C.V. 0.24 3 2.5 1 <2 4 2.5 .. 4 1 <2 5 2.5 FINAL RESULTS 5 2.5 <5 Muft Factor = - 1.351 6 1 Cadmium 6 1 <2 Max. Value 2.51µg/ 7 2.5 Max. Pred Cw 3.375i ug/I 7 <2 Max. Pred Cw 3.375 19/ 8 2.5 Allowable Cw 4.6iu /I 8 1 <2 Allowable Cw 4.6 pgII 9 2.5 9 1 <2 10 2.5 Chromium i 10 i Max. Pred Cw 61.21ug/1 11 1 <2 11 2.5 1 <2 12 2.5 Allowable Cw 114.5iug/I 12 <2 13 2.5 i 13 1 Copper i i 14 1 <2 14 2.5 Max. Pred Cw 49.95iug/I 15 1 <2 15 2.5 Allowable Cw 16.01ug/1 16 1 <2 16 5 i . 17 1 <2 17 15 Lead i i 18 <2 18 5 1 <2 19 5 Max. Pred Cw 71.4iug/I 19 <2 Allowable Cw 57.3lugil 20 20 18 <2 21 5 21 Zinc i 22 1 <2 22 Max. Pred Cw 687.51ug/I 23 1 <2 23 24 1 <2 24 Allowable Cw 114.5iug/I 25 1 <2 25 Cyanide 26 1 <2 26 _ <2 27 Max. Pred Cw 58.81uW_I_ 27 Allowable Cw 11.5iug/I 28 1 <2 28 <2 29 29 1 1 <2 30 Mercury 30 Max. Pred Cw 1.21ug/1 31 1 <2 31 Allowable Cw 0g7-- 0.0lug/1 32 1 <2 32 i 33 1 <2 33 Silver 34 1 <2 34 Max. Pred Cw t 2.5iug/I 35 1 <2 35 Allowable Cw 0.1iug/I 36 1 <2 36 37 37 10/10/96 PAGE 1 LI-0011 looe-lesDl\h;Az., usTP t. VI/vo-/x-P , VIeve. ‘rsi c.e_&- A -1-b &v 0.46 MCsi - Ont ho itk rlivv-\0(AS, - •(15 MO. 2. N mcvv) Lt_cd2r4AA__a___&___ • CBI+ Ms- (\ 2,1212) 2. 3 nIN • q- — • (1) .060.2 ock_ r7 • ix)) 2 . 13 , zG Z.0 9 3 .93 das-_-`f, ELF1 - ID, • q3 .13 ;.4 cA. 14:m4-5 . tfv. 1/4.1.6,4itylIck,6-6t iro ta C kl\) 1-ilet v e1/4\r- p1/4.6>. b-ekh 03.X.0 clAk, kkV1/4 OS.1?,,AS). • Csl. U)IQ. 314 Z M I . e, .93 20PI Ltoo JAZ. Ot weiu Vet°151_ 0-NS ch_ \CV°A (AA, \ctci ct,k1L S STREAM DATA 1NSTREAM SELF -MONITORING DATA MONTHLY AVERAGES Discharger: t\q- \t-)U-)s e Receiving Sream: Upstream Location: to) ' OD'CCQA- Permit No.: 6.14.citS,40(....) I, I Sub -basin: 0'3 -O.— Downstream Location: 100 DATE TEMP D.O. COND. FECAL TEMP D.O. COND. FECAL Dec-95 I 3 a. A .ID • ).,.) G.6 Q s '. 1 Nov-95 )0.5 b'S /0 . 2__ Sep-95 a Q). 0 co , ju1-95 a6 7 1 -1-)5" ______J Jun-95 t.I.,. 1. 7_16 IIIIII ,-(...? Y- i _ Apr-95 j 6 i (f) 1 - 1.(o 10 7 Mar-95— Feb-95 5. co_ 5" - Jan-95 11 • 1 Dec-94 . O . I 3•> Nov-94 ).4 (,) , oo_9 )37__ b 13 9 .1 • Dg0 , Sep-94 D . 20 01-- 0 ' 1--. 3 Aug_94 d 4. --4,;\ a.k).c)5 Jul-94 -15601 .j");* . J Jun-94 q 5 May -9 4 s LU3 .3-- • ....... Apr -g4 .._ . Mar-94 (0:3L / \ . , Feb-94 ('O )c). Jan-94 /3_ 4 — ID /a . ____1___ Unn,l-kc 110-4,t:SZAA1 Ce-41-CcAmti 6/101t- --`1V4AGYfk.ifer- 14A Old Permit File Review ck-f-kruo 74. k,i0c, 11400fiS (AO f\-(zdt Aq5- _ctn._ mo Instream Data Review 13% — No rr° 6-144, 5 4,31- rtM) Clean Map 13 Streamline Package Technician Checklist c(x)Lloot) a -a Stream Classification Classification Check IJ c. (include stream index no. and date) 3— 9 Old WLA file / To: Permits and Engineer Water Quality S Attenti NPDES STAFF REPORT AND RECOMMENDATION County Caswell Permit No. NC0040011 PART I - GENERAL INFORMATION 1. Facility and Address: Town of Yanceyville WWTP 200 East Church Street Yanceyville, NC 27379 2. Date of Investigation: December 3, 1996 3. Report Prepared by: Jim Johnston 4. Persons Contacted and Telephone Number: Bill Carter (ORC) (91b) 694-4227 5. Directions to Site: From WSRO take US 158E to Yanceyville. Turn right on NCSR 1163, turn left to NCSR 1743 and follow to the end. 6. Discharge Point(s), List for all discharge points: Latitude: 36 23 19 Longitude: 79 20 27 Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. B21NE_ U.S.G.S. Quad Name Yanceyville 7. Site size and expansion area consistent with application ? X Yes No If No, explain: 8. Topography (relationship to flood plain included): Facility on a hill above the flood plain. 9. Location of nearest dwelling: None within 1000 feet. 10. Receiving stream or affected surface waters: Country Line Creek a. Classification: C b. River Basin and Subbasin No.: 030204 c. Describe receiving stream features and pertinent downstream uses: Agricultural. PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: .60 MGD(Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? .60MGD c. Actual treatment capacity of the current facility (current design capacity)? .60MGD d. Date(s) and construction activities allowed by previous Authorizations to Construct issued in the previous two years: issued 7-26-93. Expansion from .25 MGD to .45 MGD. and .60 MGD. e. Please provide a description of existing or substantially constructed wastewater treatment facilities: Existing. Influent pumps, Automatic bar screen, Manual grit removal, Sequencing Batch Reactor Activated Sludge Units, Influent flow measuring, chlorination, dechlorination, and sludge holding lagoon. f. Please provide a description of proposed wastewater treatment facilities: N/A g• Possible toxic impacts to surface waters: N/A h. Pretreatment Program (POTWs only): Pretreatment Program has been approved - presently inactive. 2. Residuals handling and utilization/disposal scheme: Holding lagoon. Land application will be by condtract with a private company whenever removal of sludge becomes necessary. Sludge being stored in lagoon. a. If residuals are being land applied, please specify DEM permit no. N/A b. Residuals stabilization: PFRP c. Landfill: NPDES Permit Staff Report Version 10/92 PSRP X Other Page 2 d. Other disposal/utilization scheme (Specify): lagoon storage 3. Treatment plant classification (attach completed rating sheet): Class II 4. SIC Code(s): 4952 Wastewater Code(s) Primary 01 Secondary 02_10 11_55 Main Treatment Unit Code: 131X0 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? with grant money and public funds. 2. Special monitoring or limitations (including toxicity) requests: There have been some violations from the industry Pretreatment should be consulted for any special monitoring requirements. 3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) N/A Date Submission of Plans and Specifications Begin Construction Complete Construction 4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge options available. Please provide regional perspective for each option evaluated. Spray Irrigation: N/A Connection to Regional Sewer System: N/A Subsurface: N/A Other disposal options: 5. Other Special Items: N/A PART IV - EVALUATION AND RECOMMENDATIONS It is recommended that the permit be renewed for a flow NPDES Permit Staff Report Version 10/92 Page 3 of .60 MGD . It is recommended that NPDES permit NC0040011 be issued in accordance with Division Policy. Signature of report preparer Water Q ality ional Supervisor Date NPDES Permit Staff Report Version 10/92 Page 4