Loading...
HomeMy WebLinkAboutNC0039586_Waste Load Allocation_19890516NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCOO 3 1:58C FACILITY NAME: Cle+ L �ktAf a Facility Status: ExiS'1' G - PROPOSED (circle ons) Permit Status:..__RENEWAL. ��AMON_UNPERbffff D . NEW (circle one) Major X Minor Pipe No: Design ,Capacity (MGD): Domestic (Z of Flow): Industrial (% of Flow): K Comments: [pecmif 4( At zs << 66,411 1 I r. I t 4111azeAk`k:Ma stiay.li Lt-rpt,tL t4 T;nal l:sc(nar�e RECEIVING STREAM: t'(arris Rzscryo; r Classy Sub -Basin: - 03060'7 Reference USGS Quad: (please attach) County: C kotko m Regional Officer As FaMo. dta Wa Wi WS '(circle one) Requested By: Date: Prepared By: &,Q �, �.,A Date: Reviewed By:__Z&11 6�-Date: Modeler Date Rec. # m03 d 5-114/ 8j___j '� Drainage Area (mit) Avg.. Streamflow (cfs): , K -j - 7Q10 (cfs) 6.0 Winter 7Q10 (cfs) 30Q2 (cfs) MiMN►1A►1 %togas. = O �t Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring:. . Parameters Upstream Location Downstream Location - an r 1 Effluent Characteristics Summer Winter BODS (mg/1) NH3 N (mg/1) d D.O. (mg/1) i rr. iC+'d SSS � l TSS (mg'/1) F. Col. U100m1) pH (SU) I)a, MAK ^ ('QZl M',� 2. p�r►.►9 pa��ads of W I0, 0,6_14S a'f A1( ;'ti tK f- uc•n ?W -t 4LWC a -u ' 60 Comments: � Vle 4!j 2 X1°9% +o TNn _I 1 +, 1. L- 11 - Idtj. 1 1 1' 1(I ( b att //�ff 11re$MCAcj c�bV i ^ eecMIT tc, nol ►mare. jka�1 24 hrs, tir�lI,(Y . c,fMn nA-1 rr _4�a.... YM. d-rril.T•�/ 4-,. `1._ � P:M 0C w/� (n,/-lAo -OJ1/111 or;m io f�'MIC OCGGifiO -FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW Effluent Characteristics Monthly DailyAverage Maximum Comments L ilk,ta. ' Type of Product Produced Lbs/Day Produced Effluent Guideline Reference Request No ------------------- WASTELOAD ALLOCATION APPROVAL FORM --- ---------------- Facility Name: CP&L SHEARON HARRIS NUCLEAR POWER PLAT NPDES No.: NCO0345B6 �r Type of Waste: INDUSTRIAL R4CRIGl�R %989 Status: EXISTING Receiving Stream: HARRIS RESERVOIR Classification: C AFF/C� Subbasin: 030607 Drainage area: sq mi County: CHATHAM Summer 7Q10: cfs Regional Office: RALEIGH ® Winter- 7010: cfs Requestor: Average flow: cfs Date of Request: 30Q2: cfs Quad: E23SW -------------------- RECOMMENDED EFFLUENT LIMITS ------------------------- Daily Max. Hydrazine (ug/1): 60 Hydrazine (mg/1): 2 During periods of wet lay-up�'u y' y h 1 r ,1._, 1D, (See �omments ) RE M/I7�`y/ 2f p(�� a ------ MONITORING ---------- a rti o ver �r-----------_ PERMITS u 1NG!NEER Nr,' -------------- -------- Upstream (Y/N): Location: Downstream (Y/N): Location: ----------------------------- COMMENTS ----------------------------- THE NPDES PERMIT FOR THIS FACILITY SHOULD BE MODIFIED TO INCLUDE A HYDRAZINE LIMIT OF 60 UG/L, EXCEPT DURING PERIODS OF WET LAY-UP; WHEN A HYDRAZINE LIMIT OF 2.0 MG/L SHOULD BE ALLOWED. THE 60 UG/L IS A CHRONIC LIMIT, AND THE 2 MG/L WILL PROTECT TO THEu_dJE64 L. THE ACUTE LIMIT SHOULD APPLY ONLY DURING WET LAY-UP^ EVENTS, WHICH SHOULD BE RESTRICTED BY THE PERMIT TO NO MORE THAN 24 HOURS. PERMIT SHOULD REQUIRE WRITTEN NOTICE BY THE FACILITY TO THE DEM OF WET LAY-UP EVENTS PRIOR TO THEIR OCCURANCE. THE HYDRAZINE LIMITS SHOULD BE APPLIED TO THE FINAL DISCHARGE. NO OTHER PERMIT 1110DIFICATIONS SHOULD BE MADE EXCEPT FOR THE ABOVE. Recommended by: --------- Date: f1Z �y Reviewed by Tech Support Supervisor: /�ur�_Date: O V Regional Supervisor: ______ _________ Date: Permits & Engineering: __ __ Date: RETURN TO TECHNICAL SERVICES BY: JUN V. 1989 Q�. C /' �.- 1.. n �, Y I } I I MPS skjr7 Shearon (otrris NtAC_ Car _ ?OL -,r Plat �c�rf�5 �a�•tl ' t�2 f TZM McAIc i R-" p"mc—s Iis "."-u r� r-zil, L O -- GSL ra VLC L '701 D v c -Ps, 1evt( 17% ( oc, Mos4 J F ltv,, Ye -Fr 0 4\.� / = 6d -11 �aU-e- razi,tC s u / 4es-� felt&('4-LJ-3-1 lL,\ t S I� -" GlG U K (Fn�'{r aj I�� vt� / )_ / OL �� �. ra 2 M f M r II c ,c l( C<d itj r1llktit� �onc T��S rs I LC50 l l7 h c - at �/ a r ��( 7w- j 13 G / V � r S L. C s I e? `I-11 / Ve- ��✓t OC.���L`���o�►� � ✓��dr'•Z«'+,� CS,U '^�/iiJ l ��,,� arll/ �To+lc' Aa,ur n,pos�r 51vt�p�[S iL 2 t�2 f TZM McAIc i R-" p"mc—s Iis "."-u r� r-zil, L O -- GSL ra VLC L '701 D v c -Ps, 1evt( 17% ( oc, Mos4 J F ltv,, Ye -Fr 0 4\.� / = 6d -11 Carolina Power&, Light Company Shearon Harris Energy & Environmental Center Route 1. Box 327 New Hill, North Carolina 27562 FEE ; 3 1989 Mr. Dale Overcash N.C. Division of Environmental Management P.O. Box 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Overcash: SERIAL NO.: ESS -89-183 i RE: Shearon Harris Nuclear Power Plant NPDES Permit No. NC0039586 Information on Chemical Wastes As you recall in a recent meeting with Mr. Cam Wheeler of CP&L, you requested additional. _nformation on the use and disposal of hydrazine at the --Harris Plant„ Please find enclosed a sumtr ary description of how hydrazine wastes are generated, treated, and discharged. If you have any questions or require any further information, please contact Mr. Cam Wheeler in our general office at 836-6725. CCW:dc8 (89-03CCW) Enclosure Yours very truly, G. H. Warriner Manager Environmental Services c^� So�o� 4(�ei5 NUelcp2 PpWim(, Enclosure to ESS -89-1'83 'p�AtTL' Summary Description Hydrazine Wastes at SHNPP ! •`j6�� Hydrazine is a chemical used to remove dissolved oxygen: Oxygen promotes general corrosion and pitting of ferrous and copper surfaces. One ppm of hydrazine will react with one ppm of dissolved oxygen as follows to form nitrogen and water: NA+02 0 N2+2H20 The reaction rate is dependent upon temperature, pH, and concentration. In addition, hydrazine thermally decomposes at temperatures above 400OF to form ammonia. All wastes that might contain hydrazine flow via plant drains to the low- volume waste treatment system that consists primarily of two 230,000 gallon neutral.izat .on basins, followed by a 1,000,000 gallon sedimentation basin. The neutralization -sedimentation basins operate on a batch -process mode. When the appropriate treatment levels are reached, the treated water is pumped to the cooling tower blowdown line at 500-800 gpm. The cooling tower blowdown line usually maintains a minimum flow of 900 gpm (1.3 MGD) even when the plant is not operating. During normal operation, the cooling tower blowdown is a continuous flow of about 2 to 6 MGD. Hydrazine is normally used in plant systems that treat and recycle their blowdown, and, therefore, the small amounts of hydrazine released are due to minor leakage or maintenance work. There are essentially four sources of hydrazine wastes to the low-volume waste treatment system: 1. Auxiliary Boiler System: blowdown of 5-10 gpm with a hydrazine concentration of approximately 0.1 ppm. 2. Main Steam System: No blowdown; miscellaneous leaks may produce 10-20 gallons per day at 100-300 ppb hydrazine. 3. Regeneration of condensate polishers (ion -exchange) will produce 65,000 gallons per event (every other day) with less than 50 ppb hydrazine. The above sources of hydrazine are such low qualities or concentrations that after mixing with other waste flows in the neutralization basins, the hydrazine should be well below any level of concern. The remaining source is the only one that is likely to produce hydrazine wastes at concentrations that might remain detectable after routine treatment. 4. Wet lay-up of steam generators and miscellaneous steam cycle systems: When the plant is taken off-line for an extended period, such as a refueling outage, the steam generators and steam cycle systems may be filled with water and a hydrazine residual of 15-200 ppm is maintained to prevent corrosion. This may happen 89-03CCW i 89-03CCW -2- about once per year. There are three steam generators, each with a capacity of about 45,000 gallons. The lay-up water is drained to the neutralization basins for treatment prior to discharge At these times, the volume from the laid -up systems will be such that virtually an entire neutralization basin will contain water with hydrazine at 75-200 ppm. Normal treatment is to aerate with pumps until the hydrazine is consumed and lowered to a concentration of 5 ppm. Lower concentrations would be achieved by additional treatment with oxidizing agents.