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HomeMy WebLinkAboutNC0001899_wasteload allocation_19960927NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0001899 PERMITTEE NAME: Allied Signal, Fibers Division FACILITY NAME: AlliedSignal FIBERS Facility Status: Existing Permit Status: Renewal Major Pipe No.: 001 Minor Design Capacity: 0.244 MGD Domestic (% of Flow): 11.4 % Industrial (% of Flow): 88.6 % Comments: RECEIVING STREAM: Haw River (001), Class: } (,,}5 -=tj Sub -Basin: 03-06-07 Reference USGS Quad: E 22 SE County: Chatham Regional Office: Raleigh Regional Office (please attach) Previous Exp. Date: 3/31/96 Treatment Plant Class:j Class 2 Classification changes within three miles: Requested by: Prepared by: Reviewed by: �D 321- r►-,SI Lackei_ EL Date: Date: Date: r'?7 10/5/95 lnstream Monitoring: r— Date Rec. Drainage Area (mil) Avg. Streamflow (cfs): g7., 7Q10 (cfs) .9.1,1C W nter 7 101cfsd� -) ver`iR. 4 vv y0 Q (cfs) 30Q2 (cfs) Toxicity Limits: IWC O % Acute/Chronic `if hr. cc 5a (dayatin ;00 Parameters 7-ewi� 1 QO /�, CoCeldu� IL; ,�, y Upstream ye-5 Location , �P1✓er p iiWr ( Downstream yes Location c1 Recommended Lirnii Flow (MGD): BOD5 (lbs/day): TSS (lbs/day): Residual Chlorine (µg/1): pH (SU): Oil & Grease (lbs/day): Fecal Col. (/100m1): TP (mg/1): TN (mg/I): OCPSF Parameters: Monthly Avg. 0.244 10.4 5.0 monitor 6.0-9.0 20 200 monitor monitor See list attachedto Daily Max. 16.7 10.6 6.0-9.0 30 400 (monthly) (monthly) WLA fact sheet Comments: Re& A M #G76 t3L 164 f"Ne.r o/r]m e/!o{tfirr,Z a'Gr�+1 0e, eM i r r4olio aoLit). 4'?cd ( Sec 4ie' - S ) Alorr`2 M4s NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0001899 PERMITTEE NAME: FACILITY NAME: Allied Signal, Fibers Division AlliedSignal FIBERS Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 003. Design Capacity: 0.2 ^ ^ MGD Moo ; T o Domestic (% of Flow): 11.4 % Industrial (% of Flow): 88.6 % Comments: RECEIVING STREAM: Class: I ( — T f, Sub -Basin: 03-06-07 UT to Shaddox Creek (002) Reference USGS Quad: E 22 SE (please attach) County: Chatham Regional Office: Raleigh Regional Office Previous Exp. Date: 3/31/96 Treatment Plant Class: Class 2 Classification changes within three miles: Requested by: Greg Niziclia $fhb Prepared by: f , ^ J Reviewed by: ( �t.�, ��- : t \J L I)4 Date: 10/5/95 Date: �7 Date: Modeler Date Rec. # ,fG% 0/6 / y'.S' ,136.6 Drainage Area (mil ) O Avg. Streamflow (cfs): p 7Q10 (cfs) O Winter 7Q10 (cfs) Q 30Q2 (cfs) p Toxicity Limits: IWC 90 % Instream Monitoring: Parameters /Jane. Upstream Location Downstream Location Recommended Limits Flow (MGD): Residual Chlorine (µg/1)*: pH (SU): Flouride (mg/1): Zinc (mg/1): TP (mg/1): Temperature (°C) Ac = /Chronic h r. (�`,G,) Monthly Avg. Daily Max. monitor monitor 6.0-9.0 monitor monitor The temperature of the effluent shall not cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. *Applies only if chlorine is added to the cooling water Comments: 6.0-9.0 1.8 (quarterly) Effluent Characteristics BOD5 TSS pH AlliedSignal, Fibers Division N C0001899 40 CFR EFFLUENT LIMITATIONS Monthly Average (lb/day) 3.8 5.2 6 to 9 Daily Maximum (lb/day) 7.35* 12.35* Comments 10-05-95 Based on Process flow of 0.009 MGD and domestic flow of 0.001 MGD. See calculations attached. Type of Product Produced Polyester Fibers Process Flow 9,000 gpd Effluent Guideline Reference 414 Subpart C 00 i pizocs I coo vd 0,000 511-4.7,37rAy. PtvG. 'f.Roces5! (7, Doc) gpof 1'0 - 6511 _ Fg _ 419 31 E att /DA, _P.f f-1. Av‘ . 115 5 Cf 1)t-,-,s5x t--1. A-V6 f3oD L,OH 6/ti'eD 7 Nrk.) - •PnCC55 (G PD) (c)ccc.:. .CT(3..D LG,ccc.. 31313 ic,c06 C-c;,,c3 1`5, cc c (c,cac cic C,C.C6- 7 Lieu4ziflen /DA Y D. i-s-Ax A-1/(>. IDAy fri. v() 7, 35 3: rpe. rcT-) z45c-(.73. `1'•'-'' t'.? :_=_-fir ;i • : ) Tea filer -;.� Park �� fl i• - s� sF�s� e • • • n • Scale 1:24000 1000 �--, 0 Feet USGS Map Merry Oaks and Moncure Quadrangles AlliedSignal Inc. Moncure, Chatham County •-�� ! %/,: is• r ,92. L30" • •v`i 200 • • t _ .233 c Facility Name: NPDES No.: Type of Waste: Facility Status: Permit Status: Receiving Stream: Stream Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION Allied Signal, Fibers Division NC0001899 88.6 % Industrial, 11.4% Domestic Existing Renewal Haw River (001), UT to Shaddox Creek (002) WS-Iv 03-06-07 Chatham Raleigh Greg Nizich 7/15/96 E22SE T3561 £j S3,o Request # - &3 171 AUG 2 91996 Stream Characteristic: Source: Date: Drainage Area (mi2): Summer 7Q10 (cfs): Average Flow (cfs): IWC (%): Regulated Jordan Dam 1680 40 982 0.94 Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) The Moncure facility manufactures polyester fibers through esterfication of terephthalic acid with ethylene glycol. The fibers are then woven into high strength fabric that is used for automobile seat belts. The facility falls under OCPSF guidelines which stipulate calculation of effluent limits solely on the basis of the volume of OCPSF related process wasteflow. Past limits were BPJs, calculated on the basis of a volume of wasteflow including extraneous non -process waste streams and allowance for pollutant loading from such streams. The more stringent application of OCPSF guidelines in this renewal causes a substantial reduction in BOD and TSS limits. A Level-B model done in this area indicated a potential interaction between this discharge and Neste Resins (see map) which resulted in a predicted water quality violation in the impounded area behind Buckhorn Dam. Despite uncertainty with the Level-B in this area of the Haw/Cape Fear River, any reduction in pollutant loading will be beneficial to water quality in an area where assimilative capacity appears to be limited. The existing permit contains a monitoring requirement for radioactivity in the form of beta particle activity. Allied has a license from the Division of Radiation Protection for a few sealed source uses on site. My phone conversation with Dane Brown of DRP (8/20/96) revealed that the uses are already subject to extremely stringent monitoring requirements, and that the nature of Allied's uses of radioactive materials afford no potential for exposure to wastewater streams. The monitoring requirement should be dropped from the permit. The existing permit also contains a limit and monitoring for TKN. The requirement has been arbitrarily carried over form previous permits with no documentation of the associated water quality rationale or regulatory basis. The limit should be dropped. Due to concerns regarding potential eutrophication in the Buckhorn Dam impoundment, the limit should be replaced with monthly TP & TN monitoring. Several warm weather instances of oxygen supersaturation, indicative of algal activity, have been recorded at the Hwy 42 ambient station just upstream of Buckhorn Dam. Please also note the addition of instream monitoring requirements in this wasteload. 2 AA 1 Special Schedule Requirements and additional comments from Reviewers: Rew01/4 i f, / q e 41/0 4W'ir✓¢ ciJ/ik.v 010.,`/0•,n5/ J j � l �[` /' w� t T J �i aw 0, e yL � 1//,', � e l p�etl /� d. ! f / W�,n, r,.;", R tear ! o L e S'c i eqt,, l7c"/`cc,�� .fpuh ( CV 1 rt(otv,�nCrr /if0 h P�,if 0cPXF 1'A1, )t cfgvehf j;. . fs. Cr.- i6oI3o Recommended by: Reviewed by Instream Assessment: Regional Supervisor: Permits & Engineering: RETURN TO TECHNICAL SUPPORT BY: Nan : ce &,.ei Outfall 001 Toxicity Test: Existing Limit: Recommended Limit: Monitoring Schedule: Outfall 002 Toxicity Test: Existing Limit: Recommended Limit: Monitoring Schedule: g7-siw .�--- Date: Date: c( 3 Date:' EP 2 7 1996 WHOLE EFFLUENT TOXICITY TEST LIMIT Acute (Daphnid), quarterly, 48hr. LC50 P/F @ 90% Renewing at existing limit. Jan., Apr., Jul., Oct.. Acute (fathead), quarterly, 24 hr. Monitoring only Renewing at existing limit. Episodic 3 TOXICS/METALS/CONVENTIONAL PARAMETERS OUTFALL 001 - Process Wastewater Existing Limits Flow (MGD): BOD5 (lbs/day): TSS (lbs/day): Residual Chlorine (µg/1): pH (SU): Oil & Grease (lbs/day): TKN (lbs/day): Fecal Col. (/100m1): Radioactivity* OCPSF Parameters: Monthly Avg. 0.244 32.1 17.8 monitor 6.0-9.0 20 10 200 monitor See attached list *gross annual beta particle activity Recommended Limits Flow (MGD): BOD5 (lbs/day): TSS (lbs/day): Residual Chlorine (µg/1): pH (SU): Oil & Grease (lbs/day): Fecal Col. (/100m1): TP (mg/1): TN (mg/1): Radioactivity OCPSF Parameters: Monthly Avg. 0.244 10.4 5.0 monitor 6.0-9.0 20 200 monitor monitor See attached list Daily Max. 63.8 37.3 6.0-9.0 30 15 400 (quarterly) Daily Max. 16.7 10.6 6.0-9.0 30 400 (monthly) (monthly) WQ or EL EL EL EL EL EL OUTFALL 002 - Stormwater, Condensate, and Fire Pond Overflow Existing Limits Flow (MGD): Residual Chlorine pH (SU): Flouride (mg/1): Zinc (mg/1): TP (mg/1): Temperature (°C) (µme)*: Monthly Avg. Daily Max. monitor monitor 6.0-9.0 6.0-9.0 1.8 monitor (quarterly) monitor The temperature of the effluent shall not cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. *Applies only if chlorine is added to the cooling water 4 Recommended Limits Flow (MGD): Residual Chlorine pH (SU): Flouride (mg/1): Zinc (mg/1): TP (mg/1): Temperature (°C) (µlb)*: Monthly Avg. monitor monitor 6.0-9.0 monitor monitor The temperature of the effluent shall not cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. *Applies only if chlorine is added to the cooling water Daily Max. WQ or EL EL EL 6.0-9.0 1.8 (quarterly) Limits Changes Due To:.jee Frvii4 Pais &Clad - Change in 7Q10 data 3me-i• Change in stream classification Relocation of discharge Updated application of fed. effluent guidelines X New pretreatment information Other (onsite toxicity study, interaction, etc.) X Parameter(s) Affected BOD, TSS Radioactivity, TKN Parameter(s) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. OR X No parameters are water quality limited, but this discharge may affect future allocations. Upstream Location: Downstream Location: Parameters: INSTREAM MONITORING REQUIREMENTS Haw River at U.S.Hwy 1 bridge Haw River at the nearest accessible point upstream of the confluence with the Deep River Temperature, Dissolved Oxygen, Conductivity Special instream monitoring locations or monitoring frequencies: 5 MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS Adequacy of Existing Treatment Has the facility demonstrated the ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional office recommendations: If no, why not? Special Instructions or Conditions Wasteload sent to EPA? (Major) Y (Y or N) (If yes, then attach updated evaluation of facility, including toxics analysis, modeling analysis if modeled at renewal, and description of how it fits into basinwide plan) Additional Information attached? Y (Y or N) If yes, explain with attachments. 1. List of OCPSF parameters and limits. 2. Memo & letter of summary of federal effluent Guidelines applied to WLA. 3. Toxicity test fact sheets. 4. Map of vicinity rrCiD FACILITY Allied Signal/ "�1 0.004 OCPSF Flow 0.006 MGD Flow is based on processes waters only 7Q10s 40 cfs Qavg 982 cfs Human Hlth PF 0.244 MGD Human Hlth Stdrd (WS) Allowable Allowable Limit Limit Fedl Standard Stdrd(WS) Allowable Allowable Aquatic Life Human Hlth Limit Daily Daily Monthly Daily Monthly State Aquatic Water & conc. Aquatic conc Monthly Monthly Based Max Avg. Parameter max avg max avg Life organisms Life Water&Org ug/1 ug/1 #/d #/d stdrd on: kg/I µg/I FM KO #/day #/day #/day Acenaphthene Acrylonitrile (c) 59 22 0.003 0.001 FC no stdrd 1200 no stdrd 128116.98 no stdrd 260.505 OCPSF 0.003 #/day 0.001 Benzene (c) 242 96 0.012 0.005 FC no stdrd 0.059 no stdrd 153.25 no stdrd 0.312 OCPSF 0.01 2 #/day 0.005 136 37 0.007 0.002 SS no stdrd 1.19 no stdrd 3091.04 no stdrd 6.285 OCPSF 0.007 #/day 0.002 Chlorobenzene 28 Carbon Tetrachloride (c) 38 18 0.002 0.001 SS no stdrd 0.254 no stdrd 659.77 no stdrd 1.342 OCPSF 0.002 #/day 0.001 1,2,4-Trichlorobenzene 140 15 0.001 0.001 FC no stdrd 680 no stdrd 72599.62 no stdrd 147.619 OCPSF 0.001 #Iday 0.001 Hexachlorobenzene (c) 28 68 0.007 0.003 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.007 #/day 0.003 15 0.001 0.001 FC no stdrd 0.00075 no stdrd 1,2-Dichloroethane (c) 211 68 0.011 0.003 FC no stdrd 0.38 no stdrd 1.948 no stdrd 3.96E-03 OCPSF 0.001 #/day 0.001 54 1,1,1-Trichloroethane 987.05 no stdrd 2.007 OCPSF 0.011 #/day 0.003 Hexachloroethane (c) 21 0.003 0.001 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.003 #/d ay 0.001 1,1-Dichloroethane (c) 54 21 0.003 0.001 FC no stdrd 1.9 no stdrd 4935.27 no stdrd 10.035 OCPSF 0.003 #/day 0.001 59 22 0.003 0.001 FC no stdrd no stdrd no stdrd 1,1,2-tichloroethane (c) no stdrd no stdrd no stdrd OCPSF 0.003 #/day 0.001 Chloroethane 54 21 0.003 0.001 FC no stdrd 0.6 no stdrd 1558.51 no stdrd 3.169 OCPSF 0.003 #/day 0.001 Chloroform (c) 268 104 0.013 0.005 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.013 #/day 0.005 2-Chlorophenol 46 21 0.002 0.001 FC no stdrd 5.7 no stdrd 14805.81 no stdrd 30.105 OCPSF 0.002 #/day 0.001 98 31 0.005 0.002 FC no stdrd 120 no stdrd 12811.70 no stdrd 26.050 OCPSF 0.005 #/day 0.002 1,2-Dichlorobenzene 163 1,3-Dichlorobenzene 44 77 0.008 0.004 FC no stdrd 2700 no stdrd 288263.19 no stdrd 586.135 OCPSF 0.008 #/day 0.004 1,4-Dichlorobenzene 28 31 0.002 0.002 FC no stdrd 400 no stdrd 42705.66 no stdrd 86.835 OCPSF 0.002 #/day 0.002 1,1- 15 0.001 0.001 FC no stdrd 400 no stdrd 42705.66 no stdrd 86.835 OCPSF 0.001 #/day 0.001 24-Dichlorophenol 1,2-trans-rans- methylene (c) 25 16 0.001 0.001 FC no stdrd 0.057 no stdrd 148.06 no stdrd 0.301 Dichloroethylene 54 21 0.003 0.001 FC no stdrd 700 OCPSF 0.001 #/day 0.001 no stdrd 74734.90 no stdrd 151.961 OCPSF 0.003 #/day 0.001 112 39 0.006 0.002 FC no stdrd 93 no stdrd 9929.07 no stdrd 20.189 OCPSF 0.006 #/day 0.002 1,2-Dichloropropane 230 153 0.012 0.008 FC no stdrd 1,3-Dichloropropylene (c)0.52 no stdrd 55.52 no stdrd 0.113 OCPSF 0.012 #/day 0.008 0.002 0.001 FC no stdrd 10 no stdrd 25975.10 no stdrd 52.816 OCPSF 0.002 #/day 0.001 2,4-Dimethylphenol 36 44 29 18 0.002 0.001 FC no stdrd 540 no stdrd 57652.64 no stdrd 117.227 OCPSF 0.002 #/day 0.001 24-Dinitrotoluene (c) 285 113 0.014 0.006 FC no stdrd 0.11 no stdrd 285.73 no stdrd 0.581 2,6-Dinitrotoluene (c) 641 255 0.032 0.013 FC no stdrd no stdrd no stdrd OCPSF 0.01 4 #/day 0.006 Ethylbenzene no stdrd no stdrd no stdrd OCPSF 0.032 #/day 0.013 Y 108 32 0.005 0.002\Q/NOE( 325.000 3100.000 34698.35 330968.85 70.553 672.970 OCPSF 0.005 #/day 0.002 Flouranthene 68 25 0.003 0.001 FC no stdrd 300 no stdrd 32029.24 no stdrd 65.126 OCPSF 0.003 #/day 0.001 Methylene Chloride (c) 89 Methyl Chloride 190 40 0.004 0.002 FC no stdrd 4.7 no stdrd 12208.30 no stdrd 24.824 OCPSF 0.004 #/day 0.002 Hexachlorobutadiene (c) 49 86 0.010 0.004 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.010 #/day 0.004 20 0.002 0.001 SS no stdrd 0.445 no stdrd 1155.89 no stdrd Naphthalene 59 22 0.003 0.001 FC no stdrd no stdrd no stdrd 20 OCPSF 0.002 #/day 0.001 Nitrobenzene no stdrd no stdrd no stdrd OCPSF 0.003 #/day 0.001 68 27 0.003 0.001 FC no stdrd 17 no stdrd 1814.99 no stdrd 3.690 OCPSF 0.003 #/day 0.001 4-N2-Nitrophenol 69 41 0.003 0.002 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.003 #/day 0.002 2,4-Dinitrophenol phenol 124 72 0.006 0.004 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd 2,4-DiOCPSF 0.006 #/day 0.004 4,6-Dinitro-o-cresol 123 71 0.006 0.004 FC no stdrd 70 no stdrd 7473.49 no stdrd 15.196 OCPSF 0.006 #/day 0.004 277 78 0.014 0.004 FC no stdrd 26 15 0.001 0.001 FC no stdrd 13.4 no stdrd 1430.64 no stdrd 2.909 OCPSF 0.014 #/day 0.004 Phenol 21000 no stdrd 2242047.07 no stdrd 4558.829 OCPSF 0.001 #/day 0.001 8/23/96 1 FACILITY Allied Signal OCPSF Flow 0.006 MGD 7Q10s 40 cfs Qavg 982 cfs PF 0.244 MGD Parameter Bis(2-ethylhexyl) phthalate (c) Dibutyl phthalate Diethyl phthalate Dimethyl phthalate Benzo(a)anthracene (c, PAH) Benzo(a)pyrene (c, PAH) 3,4-Benzofluoranthene (c, PAH) Benzo(k)fluoranthene (c,PAH) Chrysene (c, PAH) Acenaphthylene Anthracene Fluorene Phenanthrene Pyrene Tetrachloroethylene (c) Toluene Trichlororethylene (c) Vinyl Chloride (c) PAH (total -).tg/I) (c) *' Total Chromium ** Total Copper **Total Cyanide Total Lead ** Total Nickel ** Total Zinc` Daily max ug/I Monthly avg ug/t 279 103 57 27 203 81 47 19 59 22 61 23 61 23 59 22 59 22 59 22 59 22 59 22 59 22 67 25 56 22 80 26 54 21 268 104 aromatic hydrocarbons 2770 1110 3380 1450 1200 420 690 320 3980 1690 2610 1050 *Total Zinc for Rayon Fiber Manufacture that uses the viscose process and Acrylic Fiber Manufacture that uses zinc chloride/solvent process is 6,796 ug/L and 3,325 ug/L for maximum for any one day and maximum for monthly average, respectively. Flow is based on processes waters only Limit Daily max #/d 0.014 0.003 0.010 0.002 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.004 0.003 0.013 0.000 0.000 0.000 0.000 0.000 0.000 Limit Monthly avg #Id 0.005 0.001 0.004 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.005 0.000 0.000 0.000 0.000 0.000 0.000 Fedl Standard State Aquatic Life stdrd µg/I FC FC FC FC FC FC FC FC FC FC FC FC FC FC FC SS/AQ SS SS SS SS SS -AL Ss ss ss SS -AL no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd 11.000 no stdrd no stdrd no stdrd 50.000 7.000 5.000 25.000 88.000 50.000 Human Hlth Stdrd(WS) Water & organisms µg/1 1.8 2700 23000 313000 0.0044 0.0044 0.0044 0.0044 0.0044 no stdrd 9600 1300 no stdrd 960 0.8 6800.000 3.08 2 0.0028 no stdrd no stdrd no stdrd no stdrd 25 no stdrd Allowable conc. Aquatic Life µg/1 no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd 1174.41 no stdrd no stdrd no stdrd 5338.21 747.35 533.82 2669.10 9395.24 5338.21 ** Metal should only be limited if Total metal bearing wasteflow: process contains metal bearing wasteflow. Cyanide should only be limited if Total cyanide bearing wasteflow: process contains cyanide bearing wasteflow. Human Hlth Stdrd (WS) Allowable Allowable Aquatic Life conc Water&Org µfall #/day #/day 4675.52 no stdrd 9.507 288263.19 no stdrd 586.135 2455575.36 no stdrd 4993.003 33417177.68 no stdrd 67948.261 11.43 no stdrd 0.023 11.43 no stdrd 0.023 11.43 no stdrd 0.023 11.43 no stdrd 0.023 11.43 no stdrd 0.023 no stdrd no stdrd no stdrd 1024935.80 no stdrd 2084.036 138793.39 no stdrd 282.213 no stdrd no stdrd no stdrd 102493.58 no stdrd 208.404 2078.01 no stdrd 4.225 725996.19 2.388 1476.192 8000.33 no stdrd 16.267 5195.02 no stdrd 10.563 7.27 no stdrd 0.015 no stdrd 10.854 no stdrd no stdrd 1.520 no stdrd no stdrd 1.085 no stdrd no stdrd 5.427 no stdrd 2669.10 19.104 5.427 no stdrd 10.854 no stdrd Allowable Human Hlth Water&Org Limit Based on: Daily Max Monthly Avg. OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF CHRONIC OCPSF OCPSF OCPSF OCPSF OCPSF OCPSF 0.014 #/day 0.003 #/day 0.010 #/day 0.002 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.003 #/day 0.004 #/day 0.003 #/day 0.013 #/day 7.273 j. g/I 0.000 #/day 0.000 #/day 0.000 #/day 0.000 #/day 0.000 #/day 0.000 #/day #/day 0.005 0.001 0.004 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.005 0.000 0.000 0.000 0.000 0.000 0.000 8/23/96 2 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 Mr. Bill Boyer AlliedSignal Inc. P.O. Box 166 Moncure, North Carolina 27559 ArA �EHNFl July 15, 1996 Subject: Determination of Permit Limits NPDES Permit NC0001899 AlliedSignal FIBERS Chatham County Dear Mr. Boyer: I have reviewed the sampling data provided with your letter of July 10, 1996 and have the following comments: • Process stormwater flow - Based on Division policy for other industrial facilities, the stormwater flow of 4,000 gpd will also be included in process flow calculations for monthly average limitations. • Calculation of Non -Process BOD5 And TSS values: Since the influent BOD5 load is 70.45 lbs/day, the estimated effluent value is 7.04 lbs/day (using 90% removal) instead of 8.00 lbs/day as shown in your figures. In calculating TSS limitations, the reduction for 90% removal at the WWTP was not performed. These adjustments result in the following limitations: Parameter Monthly Avg. Daily Max. (#/day) (#/day) J As oti THGx �tRt 1-owt�R AA) B0D5 10.4 16.7 ��swowu ,>u MYRc�t-� memo, TSS 5.0 10.6 I anticipate completion of a draft permit by late August. If you have any questions regarding these matters, please contact me at 919-733-5083, ext. 541. Sincerely, Greg Nizich, nvironmental Engineer NPDES Permits Group cc: Raleigh Regional Office Rapid Assessment Group P.O. Box 29535, Raleigh, North Carolina 27626-0535 An Equal Opportunity Affirmative Action Employer Telephone 919-733-5083 FAX 919-733-0719 50% recycled/ 10% post -consumer paper DIVISION OF ENVIRONMENTAL MANAGEMENT MEMORANDUM To: From: Subject: July 12, 1996 Jason Doll Rapid Assessment Group Greg Nizich6,5 LT, NPDES Permits Group Updated Permit Limits Permit # NC0001899 Allied Signal Chatham County Allied Signal has completed sampling of their individual process and non -process wastestreams. Based on the information submitted, a process flow of 0.006 MGD was used in applying effluent guidelines. The following summarizes the proposed limits for this facility: Parameter Monthly Avg. Daily Max. (#/day) (#/day) BOD5 10.7 17.0 TSS 5.0 10.6 The most recent sampling information submitted by Allied Signal is attached. Attachment cc: Raleigh Regional Office, Water Quality SENT BY:ALLIED SIGNAL ; 7-10-96 ; 16:04 ; WAREHOUSE-) 919 733 0719;# 2/ 4 AlliedSignal FIDE a s Mr, Greg Nizich, Environmental Engineer NPD1;S Permits Group NC Department of Environment, Health and Natural Resources P.O. SOX 29535 Raleigh, North Carolina 27626-0535 Re: Determination of Permit Limits AllicdSignal Inc. NPDES Permit Renewal Application Permit No. NC0001899 Dear Mr. Nizich: AlliedSignal inc. P.O. [lox 1(,6 Moncure, NC 27559 July 10, 1996 919 542 2200 919 542 (250 Fax In response to your letter dated April 30, 1996 containing proposed RODS and TSS limits for outfall 001, AlliedSignal has conducted additional sampling, testing and flow measurements to better characterize the major process and non -process wastewater sources at the Moncure Plant.. AlliedSignal believes the additional loading contributed by non -process sources need to be conaidered in determining the permit limits for otitfall 001. The attached Table I lists the major process and non -process wastewater sources and includes the flow rate, SOD and TSS load from each source. Table II lists the flows and concentrations that were used to calculate appropriate effluent limitations. Based on OCP$F BPT concentrations, agency allowances for sanitary wastewater and activated sludge treatment efficiency for non -process wastewater, AlliedSignal proposes the following limits for outfall 001: PARAMETER MONTHLY AVG. (lbslday) DAILY MAX. abs/day) BADS 10,8 18.1 ISS 1(1.3 20.3 Please review the attached data and re-evaluate the effluent limits for outfall 001. If you have any questions or if any additional information is needed, please contact me at 919/542- 2200. Sincerely, W. L. Boyer, Supervisor Environmental & Industrial Hygiene xe: R. G. Ferree H. E. Hattman J. E. Smith D. V. Snyder Orr BY:ALLIED SIGNAL ; 7-10-96 ; 16:04 ; WAREHOUSE-0 919 733 0719;# 3/ 4 ATTACHMENT 1 AlliedSignal Inc. Moncure, North Carolina • NPDES Permit No_ NC0001800 PROCESS AND NON -PROCESS WASTEWATER MONITORING DATA Sample Date: 5/20/96 PROCESS RELATED SOURCES i'.......i:''..i'.>::::" "i:i7.E.::::::;.a...:::::::.:::::::::. ^; .'•:.::4.::::.:.:•.:::.:;;Z: Iga Ll:01''''''s '''''' ' ''' ' ''':::, .•'. .F..-....;.:': :.:.'::: -- :. 144;i.7''' : .:' iii,:iii --;:..!...,,,.... .:".:,....:r„....m. ,....„, . ..1.:;,,; ....., 1: :V: ' 'T. ..... RESULTM*11 . ...:4::"... .....1:';. ,:,........::i.:i:a.,' ..,gyst: iiimAy.,,,,,y,..r:turginkiff...-.:::::::,a'. ,.. . • , - •, .m. BEAM CLEANIN(1 BOD TSS 4,086 37 0.15 220 7.5 0.07 ULIRAFILTRATION (KOCH UNIT' 1OD T6' S 10,000 13 0,87 1,248 104.1 0.14 KOLENE QUENCH BATH BOD TSS 16,200 650 0.07 100 13,5 0.54 DESCAL1NG BATH DOD T88 24.8 262 0.01 14 11,003 (1,03 KOLEN1; RINSE (10(9/90 teStilg) 130D TSS 220 13 0.07 100 0.18 0.01 TF.0 RINSE BOD TSS 164 29 0.12 170 . 0.23 0.04 PREPOLYMER QUENCH Not Sampled* 0.08 110 --- - - COOLING TOWER ni.owDowN (4 BOD TSS 188 31 44,640 70 TOWERS) AIR COMPRESSORS BOD 16.2 2.31 3,328.8 OAS (12 UNITS) TSS 183 5.08 Comments: *Prepolymcr quench is a toutioe 1140 operation that uccurs approximately 14 - 20 timcs per year. frepolymer qumch activity did not occur at the lilac of sampling. SENT BY:ALLIED SIGNAL ; 7-10-96 ; 16:05 ; WAREHOUSE-) 919 733 0719;# 4/ 4 • ..... •"` TROCP4S SANITARY ATTACHMENT II CALCULATION QF EFFLUENT LIMITATIONS •: :::.,PARANIETER:',:•r4:. a:Mtn f:MGDIa;,,:i.4.6.1.itfT':;•11(4.11N• 18 DODS 0,002-(e) 0. 00 Co 130D5 0.006 (b) -TSS 000:2-01) 0. colo TSS 0,006 (b) GODS 0.010 RODS 0.010 TSS 0.010 TSS 0.010 36 30 30 4R 115 45 45 -:'•2FFLUENTYL(141:4APP:$,..M4i5:i o . 0760- 1.6 5.75 ( 2.50 3.75 2.50 3.75 NON -PROCESS BODS 0.047 RODS 0,047 TSS 0.047 TSS 0.047 21.9 30-(d) 2 .7 2 (d) 7. 3 0.-71 I .1 -10.76 Comments: (a) Process flow determined from actual Dow measurement or by calculated volumes over time. Process related sources include; beam cleaning, ultrafiltration unit, Kolene quench bath, dcscaling bath, rinse bath. TEG rinse and prepoiymer quench. - coo pd -6-+ of P,L4.;•1+4.r' Ir'civciec --fvo . (b) Daily max flow includes the addition of 4.000 zpd of stormwater from process chemical handling or storage area& (c) Calculator' using a worse C43C removal efficiency of 90% for 130D5 and TSS though the wastewater treatment plant. (d) Daily max concentration was calculated using a 1.5 multiplier (1.) x monthly average). PROPOSED LIMITS FOR OUTFALL 001 PARAMETER MONTI DX AVO, (tbs/clay) DAILY MAX, (lbs/day) MODS 4434- I b , 1 lel- 1'7. 0 TSS 44.-?r 5 , 0 -24:0- i 0. to ,[01, ft‘" Facility Nakle a /lid s 5 ei I - 6 e15 1J, d. Permit # /tlCroc>o t eq, Pipe # ACUTE TOXICITY PERMIT LIMIT (QRTRLY) The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined as definitive in E.P.A. Document 600/4-85/013 entitled The Acute Toxicity of Effluents to Freshwater and Marine Organisms." The monitoring shall be performed as a Daphnia pulex or Ceriodaphnia 48 hour static test, using effluent collected as a 24 hour composite. The LC50 of this effluent using the previously stated methodology may at no time in any toxicity test be less than ID %. Effluent samples for self -monitoring purposes must be obtained during representative effluent discharge below all waste treatment. The first test will be performed ceter thirty days from the effective date of this permit during the months of man. 1 /lpil ,u !. / c.)c} The parameter code for this test if using Daphnia pulex is TAA3D. The parameter code for this test if using Ceriodaphnia is TAA3B. 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 appropriate parameter code. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management 4401 Reedy Creek Road Raleigh, N.C. 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 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 any test data from either these monitoring requirements or tests performed by the North Carolina Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 Y cfs Permitted Flow o , A.Y L/ MGD IWC o. % Basin & Sub -basin p3- oG D 7 Receiving Stream au) ktitier County G1140,44 Recommended by: QAL Daphnia 48 Version 10/91 Facility Name Ail,� ,5 h� (- F i z."-5 L/ . Permit # /1/4-C.000 / f 5 Pipe # 0 0,2_ ACUTE TOXICITY MONITORING (EPISODIC) The permittee shall conduct FIVE acute toxicity tests using protocols defined as definitive in E.P.A. Document 600/4-85/013 entitled "The Acute Toxicity of Effluents to Freshwater and Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales promelas) 24 hour static test, using effluent collected as a single grab sample. Effluent samples for self -monitoring purposes must be obtained below all waste treatment. Sampling and subsequent testing will occur during the first five discrete discharge events after the effective date of this permit. After monitoring of the first five toxicity tests, the permittee will conduct one test annually, with the annual period beginning in January of the next calendar year. The annual test requirement must be performed and reported by June 30. If no discharge occurs by June 30, notification will be made to the Division by this date. Toxicity testing will be performed on the next discharge event for the annual test requirement. The parameter code for this test is TAE6C. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was performed, using the appropriate parameter code. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management 4401 Reedy Creek Rd. Raleigh, N.C. 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 any test data from either these monitoring requirements or tests performed by the North Carolina Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test. Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 0, 0 _ Permitted Flow /JA IWC J4 Basin & Sub -basin 03 Receiving Stream (Pr ) A County Qgi a WI EAM Fathead 24 Version 10/91 cfs MGD 5hakb, x Cr Recommended by: Date ( ..../o/rjra • ./mil.! 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CAPE PEAR RIVER AT NC HWY 42 NEAR CORINTH, NC Paee 1 of 2 Station Number: 02102178 STORET Number: B6160000 Water Quality Class: WS-III Regional Office: Raleigh Topographic Map: County: Chatham Subbasin: 030607 Drainage Area (sq mi): Average Flow (cfs): Summer 7Q10 (cfs): Winter 7Q10 (cfs): 30Q2 (cfs): Gage: No Gage ® Stream Estuary Ei Lake El Fish Tissue Fish Community Benthic Parameter Name Units STORET NC State Code Criterion Min Med Max Beginning Ending n > Det > Crit Date Date Dissolved Oxygen pH mg/1 SU 00300 00400 6-9 6.4 6.5 8.4 6.95 Conductivity µMho 00094 N/C 35 116 Chlorophyll a (Corr) µg/l 32209 Fecal Coliform, MF #/100 ml 31616 N/C 200 10 128.62 Total Phosphorus mg/1 Ammonia -Nitrogen mg/1 Nitrate/Nitrite-N mg/1 Total Nitrogen mg/l Turbidity NTU 00665 00610 00630 00600 00076 N/C N/C 10 N/C 50 0.09 0.15 0.04 0.08 0.01 0.6 6.1 21 Hardness mg/1 00900 100 22 30 Total Residue mg/1 Total Suspended Res mg/I Aluminum Arsenic µg/1 µg/1 00500 00530. 01105 01002 N/C NiC N/C 50 120 6 62 10 140 14 890 Cadmium Chromium µg/I µg/1 01027 01034 2 50 2 25 Copper (AL) Iron (AL) µg/1 µg/I 01042 01045 7 1000 2 5 150 1300 ,Lead Mercury Manganese Nickel Zinc (AL) µg/I µg/1 µg/1 µg/1 µg/1 01051 71900 01055 01067 01092 25 0.012 200 25 50 10 0.2 43 , 10 10 89 10 10 12.4 17 9.4 16 244 16 N/S 3700 16 10 17 0.25 17 0.81 17 N/S 60 17 51 17. 200 170 17 17 6300 17 17 17 17 13 17 6900 17 200 11 10 17 17 16 17 17 17 16 16 12 17 17 17 17 17 MEI 17 17 0 0 17 17 0 0 16 1 1 1 0 0 0 0 0 3/16/92 7/27/93 3/16/92 7/27/93 3/16/92 7/27/93 4/23/92 3/16/92 7/27/93 7/27/93 3/16/92 7/27/93 3/16/92 7/27/93 3/16/92 3/16/92 7/27/93 7/27/93 3/16/92 7/27/93 3/16/92 7/27/93 3/16/92 7/27/93 3/16/92 3/16/92 7/27/93 7/27/93 3/16/92 7/27/93 4 3/16/92 7/27/93 10 3/16/92 7/27/93 3/16/92 7/27/93 0 0 0 3/16/92 3/16/92 3/16/92 3/16/92 - 7/27/93 7/27/93 7/27/93 7/27/93 Abbreviations: n=number of observations; > Det=number of observations greater than the detection limit; > Crit=number of observations greater than the criterion; N/S=No sample; N/C=No Criteria: AL=Action Level Notes: Median values are calculated using the detection level for samples classified as below detection. The Median value for Fecal Coliform is actually the Geometric Mean value. Data includes only surface samples. Samples recorded at less than detection are considered at the detection level for this summary. Station Comments: CAPE FEAR RIVER AT NC HWY 42 NEAR CORINTH, NC Page 2 of 2 Summer Summary (April -October): Observations Observs > Det Dissolved Oxygen (mg/1): pH (SU): Total Phosphorus (mg/1): Ammonia -Nitrogen (mg/1): Nitrate/Nitrite-Nitrogen (mg/1): Conductivity (µMho): Chlorophyll a (Corr) (µg/1): Total Suspended Residue (mg/1): Median Maximum Minimum 11 11 8.4 12 6.4 11 11 7 9.4 6.7 11 11 0.15 10 0.09 11 11 0.07 0.2 0.04 11 11 0.56 0.79 0.01 10 10 171 244 66 N/S ' 11 11 14 170 8 Summer Summary (June -September): Observations Dissolved Oxygen (mg/1): pH (SU): Total'Phosphorus (mg/1): Ammonia -Nitrogen (mg/1): Nitrate/Nitrite-Nitrogen (mg/1): Conductivity (µMho): Chlorophyll a (Corr) (µg/1): Total Suspended Residue (mg/1): Observs > Det Median Maximum Minimum 6 6 7.7 12 6.4 6 6 7.25 9.4 6.7 6 6 0.14 0.19 0.09 6 6 0.06 0.12 0.04 6 6 0.31 0.77 0.01 5 5 207 244 150 N/S 6 6 13 58 11 Yearly Summary : Dissolved Oxygen Year Obs Ous'>Det Median Max Min 1988 N/S 1989 N/S 1990 N/S 1991 N/S 1992 10 10 7.7 11.6 6.4 1993 7 7 10.6 12.4 7.2 Conductivity 1988 N/S 1989 N/S 1990 N/S 1991 N/S 1992 9 9 150 244 50 1993 7 7 66 242 35 Total Suspended Residue 1988 N/S 1989 N/S 1990 N/S 1991 N/S 1992 10 10 11.5 170 6 1993 _ 7 7 30 39 12 1?H Year Obs Obs>Det Median ' Max Min 1988 N/S 1989 N/S 1990 N/S 1991 N/S 1992 10 10 6.9 7.8 6.5 1993 6 6 7.05 9.4 6.5 Total Phosphorus 1988 N/S 1989 N/S 1990 N/S 1991 N/S 1992 10 10 0.15 10 0.09 1993 7 7 0.15 0.24 0.11 Ammonia -Nitrogen 1988 N/S 1989 N/S w 1990 N/S 1991 N/S 1992 10 10 0.08 0.2 0.04 1993 7 7 0.11 0.25 0.04 GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 1 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9601-9606 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 00310 00530 31616 50060 TAA3B TAA3D 00400 MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE CERI48AC DAPH48AC PH LIMIT F .2440 F 32.10 F 17.8 F 200.0 NOL 9.0 6.0 96/01 .0748 .00 .0 2.3 241.935 0 0 7.5-6.9 96/02 .0892 .00 .0 .0 192.592 0 0 7.1-6.6 96/03 .0693 .45 .0 .0 193.103 17 17 7.4-6.9 96/04 .0641 .00 .0 .0 211.111 100 100 7.5-6.9 96/05 .0901 .00 .0 .0 .906 7.4-7.0 96/06 .0860 .00 2.1 1.0 .904 7.3-6.8 AVERAGE .0789 .07 .3 .5 140.091 29 29 MAXIMUM .1290 1.80 4.5 59.0 500.000 100 100 7.500 MINIMUM .0010 LESSTHAN LESSTHAN .050 17 17 6.600 UNIT MGD LBS/DAY LBS/DAY #/100ML UG/L PERCENT PERCENT SU GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 2 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9601-9606 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 00556 00625 32102 34200 34205 34215 34220 34230 MONTH OIL-GRSE TOT KJEL CARBNTET ACENAPHT ACENAPHT ACRYLONI ANTHRACE BENZBFLU LIMIT F 20.000 F10.0000 96/01 .800 4.4600 96/02 .000 4.2750 96/03 .000 .8050 96/04 .000 .8250 96/05 .000 .8200 96/06 1.150 1.0725 AVERAGE .325 2.0429 MAXIMUM 4.600 10.2000 MINIMUM .6000 UNIT LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 1 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9501-9512 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 00310 00530 31616 50060 TAA3B TAA3D 00400 MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE CERI48AC DAPH48AC PH LIMIT F .2440 F 32.10 F 17.8 F 200.0 NOL 9.0 6.0 95/01 .0499 .00 .0 .0 296.774 100 100 7.4-6.7 95/02 .0606 .32 .0 .0 178.571 7.4-6.7 95/03 .0615 .00 .0 .0 137.931 7.1-6.5 95/04 .0587 .00 .0 .0 234.482 100 100 7.3-6.6 95/05 .0786 .00 .0 .0 261.290 7.5-6.9 95/06 .1124 .65 650.OF 5.4 240.000 7.2-6.9 95/07 .1083 .52 2.1 .0 206.451 100 100 7.4-6.8 95/08 .0841 .00 1.2 1.0 277.419 7.4-7.0 95/09 .0825 .00 .0 1.7 350.000 7.3-6.7 95/10 .0991 2.02 .0 .0 210.344 7.0-6.6 95/11 .0874 .34 2.5 .0 373.333 7.1-6.6 95/12 .0556 .57 .0 .0 309.677 7.6-6.9 AVERAGE .0782 .36 54.6 .6 256.356 100 100 MAXIMUM .1530 3.60 680.0 830.0 900.000 100 100 7.600 MINIMUM .0100 LESSTHAN LESSTHAN 100.000 100 100 6.500 UNIT MGD LBS/DAY LBS/DAY #/100ML UG/L PERCENT PERCENT SU GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 2 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9501-9512 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 00556 00625 32102 34200 34205 34215 34220 34230 MONTH OIL-GRSE TOT KJEL CARBNTET ACENAPHT ACENAPHT ACRYLONI ANTHRACE BENZBFLU LIMIT F 20.000 F10.0000 95/01 .000 .6050 95/02 .000 2.3750 95/03 .000 1.0560 95/04 .000 .7075 95/05 .000 .9960 95/06 1.400 1.5000 95/07 .000 1.2250 95/08 .000 1.1020 95/09 .000 1.4700 95/10 .000 2.6925 95/11 .000 .9380 95/12 .000 1.2875 AVERAGE .116 1.3295 MAXIMUM 5.600 7.0000 MINIMUM .4900 UNIT LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 1 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9401-9412 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 00310 00530 31616 50060 00340 TAA3B TAA3D MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE COD CERI48AC DAPH48AC LIMIT F .2440 F 359.00 F 239.0 F 1000.0 NOL F 5382.0 94/01 .0818 .00 .0 .0 .250 30.0 LIMIT F .2440 F 359.00 F 239.0 F 1000.0 NOL F 5382.0 NOL NOL 94/02 .0807 .00 .0 .0 .182 30.5 LIMIT F .2440 F 32.10 F 17.8 F 200.0 NOL F 5382.0 NOL NOL 94/03 .0696 .00 .0 .0 .166 94/04 .0495 .00 .0 .0 100 100 94/05 .0536 .00 .0 .0 94/06 .0689 .00 .0 .0 94/07 .0968 .00 .0 .0 100 100 94/08 .0838 .00 .0 1.0 94/09 .0586 .00 .0 .0 444.827 94/10 .0597 .00 .0 1.0 341.379 100 100 94/11 .0405 .00 .0 .0 353.571 94/12 .0388 .35 .0 .0 372.413 AVERAGE .0651 .02 .0 .1 216.112 30.2 100 100 MAXIMUM .1470 1.40 LESSTHAN 1.0 900.000 60.0 100 100 MINIMUM .0030 LESSTHAN LESSTHAN .100 25.0 100 100 UNIT MGD LBS/DAY LBS/DAY #/100ML UG/L LBS/DAY PERCENT PERCENT GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 2 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9401-9412 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 00010 00400 00556 00600 00625 00665 32102 34200 MONTH TEMP PH OIL-GRSE TOTAL N TOT KJEL PHOS-TOT CARBNTET ACENAPHT LIMIT NOL 9.0 6.0 F 20.000 NOL F10.0000 NOL 94/01 8.82 7.3-6.9 6.800 1.5850 LIMIT NOL 9.0 6.0 F 20.000 NOL F10.0000 NOL NOL 94/02 10.42 7.2-6.6 4.050 5.000 2.7000 .0000 LIMIT NOL 9.0 6.0 F 20.000 NOL F10.0000 NOL NOL 94/03 13.82 7.3-6.6 1.060 1.1360 94/04 18.52 7.5-6.7 2.400 .7325 94/05 20.14 7.3-6.7 .000 .7900 94/06 25.25 7.3-6.8 .000 .9300 94/07 26.60 7.3-7.0 .000 1.4500 94/08 25.00 7.4-6.8 2.200 1.0320 94/09 23.00 7.6-6.8 .000 .7775 94/10 18.19 7.4-6.8 .000 .7300 .00 .0000 94/11 15.95 7.4-7.0 .000 .5960 94/12 7.7-7.1 .000 .5800 AVERAGE 18.70 1.375 5.000 1.0865 .0000 .00 .0000 MAXIMUM 27.00 7.700 13.600 5.000 3.3000 MINIMUM 6.00 6.600 5.000 .2700 UNIT DEG.0 SU LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/19/96 PAGE 1 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9301-9312 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 00310 00530 31616 50060 00340 00010 00400 MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE COD TEMP PH LIMIT F .2440 F 359.00 F 239.0 F 1000.0 NOL F 5382.0 NOL 9.0 6.0 93/01 .0828 .00 1.2 .0 .558 23.5 10.00 7.1-6.6 93/02 .0717 17.00 1.5 .0 .432 84.5 8.73 7.1-6.7 93/03 .0936 1.65 .0 .0 .277 27.5 12.17 7.3-6.6 93/04 .0755 1.35 .0 .0 .139 20.8 16.61 7.1-6.2 93/05 .0772 .80 555.OF .0 .161 9.0 21.95 7.4-6.5 93/06 .0670 .75 3.6 .0 .148 12.0 23.38 7.0-6.7 93/07 .0762 1.30 1.9 .0 .177 28.5 25.47 7.1-6.8 93/08 .0824 .00 .0 .0 .236 12.5 24.61 7.2-6.8 93/09 .0873 .00 .0 .0 .303 34.5 23.80 7.3-6.9 93/10 .0782 .60 .0 .0 .519 27.5 19.09 7.4-7.0 93/11 .0702 .00 .0 .0 .423 30.0 14.95 7.5-7.0 93/12 .0680 .00 .0 .0 .316 24.5 10.75 7.4-7.1 AVERAGE .0775 1.95 46.9 .0 .307 27.9 17.62 MAXIMUM .1320 34.00 590.0 1.200 145.0 27.00 7.500 MINIMUM .0070 LESSTHAN LESSTHAN .100 15.7 7.00 6.200 UNIT MGD LBS/DAY LBS/DAY #/100ML MG/L LBS/DAY DEG.0 SU GKEX88/MP 08/19/96 COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2 PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9301-9312 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 00556 00600 00625 00665 MONTH OIL-GRSE TOTAL N TOT KJEL PHOS-TOT LIMIT F 20.000 NOL F10.0000 NOL 93/01 .000 .8050 93/02 .000 1.5400 .1000 93/03 .000 .5950 93/04 .000 1.5500 93/05 .000 1.2000 1.2000 93/06 .145 1.3500 93/07 .000 1.6000 93/08 .000 1.2000 .6600 93/09 .000 1.2000 93/10 .000 .8950 93/11 .000 .8950 .2700 93/12 .000 .8500 AVERAGE .012 1.1400 .5575 MAXIMUM .290 2.4000 1.2000 MINIMUM .5900 .1000 UNIT LBS/DAY LBS/DAY LBS/DAY LBS/DAY DFS3650I SESSION READY FOR INPUTGKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1 PERMIT--NC0001899 PIPE--002 REPORT PERIOD: 9507-9606 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 50060 TAE6C 00010 00400 00951 01092 MONTH Q/MGD CHLORINE FTHD24AC TEMP PH FLUORIDE ZINC LIMIT NOL NOL NOL NOL 9.0 6.0 NOL 95/07 .1402 24.75 7.0-6.8 .100 .2000 95/08 .1332 25.60 7.4-6.9 95/09 .1315 22.00 7.1-6.9 95/10 .0962 19.25 7.5-7.1 .230 .0100 95/11 .1792 13.00 7.2-6.8 95/12 .1462 8.25 7.8-7.1 96/01 .2033 9.40 7.5-6.8 .126 .0940 96/02 .1650 9.75 7.4-6.8 96/04 .1492 100 13.00 7.3-7.1 .000 .0620 96/05 .0864 19.60 7.0-6.6 96/06 .0650 23.25 6.9-6.6 AVERAGE .1359 100 17.07 .114 .0915 MAXIMUM .3300 100 28.00 7.800 .230 .2000 MINIMUM .0280 100 4.00 6.600 .100 .0100 UNIT MGD MG/L PASS/FAI DEG.0 SU MG/L LBS/DAY GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/23/96 PAGE 1 PERMIT--NC0001899 PIPE--002 REPORT PERIOD: 9407-9506 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 50060 TAE6C 00010 00400 00951 01092 MONTH Q/MGD CHLORINE FTHD24AC TEMP PH FLUORIDE ZINC LIMIT NOL NOL NOL 9.0 6.0 NOL 94/07 .1350 100 25.00 7.2-6.8 .200 .0100 94/08 .1310 100 24.80 7.1-6.8 94/09 .1202 21.25 7.1-6.8 94/10 .1418 16.25 7.3-7.0 .300 .5000 94/11 .1020 14.60 7.4-7.2 94/12 .0952 12.00 7.6-7.3 LIMIT NOL NOL NOL NOL 9.0 6.0 NOL 95/01 .1186 9.25 7.5-7.0 .200 .0200 95/02 .1617 8.75 7.5-7.0 95/03 .2020 16.80 7.3-6.9 95/04 .1562 100 17.50 7.3-7.0 .200 .0100 95/05 .1766 21.60 7.3-7.0 95/06 .1550 23.00 7.4-6.8 AVERAGE .1412 100 17.56 .225 .1350 MAXIMUM .4430 100 26.00 7.600 .300 .5000 MINIMUM .0280 100 8.00 6.800 .200 .0100 UNIT MGD MG/L PASS/FAI DEG.0 SU MG/L LBS/DAY GKEX88/MP COMPLIANCE EVALUATION ANALYSIS REPORT 08/23/96 PAGE 1 PERMIT--NC0001899 PIPE--002 REPORT PERIOD: 9307-9406 LOC---E FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2 LOCATION--MONCURE REGION/COUNTY--05 CHATHAM 50050 50060 TAE6C 00010 00400 00951 01092 MONTH Q/MGD CHLORINE FTHD24AC TEMP PH FLUORIDE ZINC LIMIT NOL NOL 9.0 6.0 93/07 .0807 25.75 6.8-6.6 93/08 .1375 25.75 7.7-6.4 93/09 .1334 23.60 7.0-6.6 93/10 .2657 18.25 7.1-6.5 93/11 .0517 13.75 7.2-6.8 93/12 .1870 10.00 7.2-6.7 94/01 .2315 8.50 7.0-6.7 LIMIT NOL NOL NOL 9.0 6.0 94/03 .2180 13.40 7.0-6.5 LIMIT NOL NOL NOL NOL 9.0 6.0 NOL 94/04 .1558 100 20.00 7.0-6.8 .100 .0000 94/05 .1647 100 19.75 7.1-6.9 94/06 .1038 100 24.60 7.2-6.9 AVERAGE .1572 100 18.48 .100 .0000 MAXIMUM .5770 100 28.00 7.700 .100 MINIMUM .0180 100 4.00 6.400 .100 UNIT MGD MG/L PASS/FAI DEG.0 SU MG/L UG/L WHOLE EFFLUENTTOXICITY TESTING Of SELF -MONITORING SUMMARY] Fri, Jul 19, 1996 IrnCII 11 Y API( MAY 111N JI 'I. Al IO SE?I' OCT NOV >100' — >100' —r — >10- 0' >100' — — >100. — ... f•11 >100 Allied Signal Fibers/002 PERM: 2411R I.CSO AC MONIT EPIS Flub (GRAB) 92 - NC000I899/002 Begin:3/l/94 Frc— — queacy:50WD/A NonComp: 93 — - — — — — Coualy:Clwlhaui PP: N/A Region: kRO Subbosia: CPF— 07 94 — - >1001 >1001 >1001 >1001 — Special 05 — >1001>1001 7QIO:0.0 IWC(%):100.0 Oder. — — — -- -- 98 — — — >100 — Alpha Cellulose PERM CIIR LIM: 2.3%; IF PP 4MGD CIIR LIM 5% V 92 — Paso in:12/1/94 FPass NC0005321/00l Be W Frequency: Q P/F A Febttb May Aug Nov NonCump:SINGLE 03 — Fell Pass pass County: Robeson — Region: FRO Subbasin: LUMSI 94 — Pass— — PF:1.8 Special PPass 95 — Pass - Pass 7Q10: 118.28 IWC(%); 2.3 Order: 96 -- Pass — — Pass --- I JEC >100 1 f' 111II1Fh11;NT Allied Signal Fibers/001 PERM: 481IR LCSO AC LIM 90%CIiRIO OR DAPII NC0001899/001 Begio:3/1/94 Fns)urncy: Q A Jun Apr Jul Oct NonComp:SINGI.D Cuuoly:Chatlum Region: RRO Subbaoin:CP1'07 PF: 0.244 Special 7QI0:40 IWC(%):0.94 Oder: Alumax Extrusions, Inc. Pero 24hr ac p/f lban: 90% Mid NC0048712/001 Begin:8/1/95 Frequency: Q P/F A Mar Jun Sep Dec County:Catawba Region:MR0 Subbasin:CY032 PF:0.0007 Special 7Q10: 0 IWC(%):100 Oats: YEAR MN 92 -- 03 — 04 — 95 >100' 98 <12.5 14'.D MAIL <8.25 17.68 Pass --- Pass Fail Pass Pass Pass — — Pass Pass — NR/Pass NoaComp:Single Amerada (less Corp. PERM: 24 11R L.C50 AC MONIT EPIS FI'11D (GRAD) (New pe NC0066711/00I Begin:5/I/93 Frequency: SOWO'A NonComp: County: New I lanover Region: WIRO Subbasin: CPI' I7 PP: • Special 7QI0: NA IWC(%):NA Orden Aiuerada Iless Corp/Paw Crk Terminal I'lO(M: 24 111( AC MONI'f EPIS FI'III) (GRAD) NC000S771/00I Begin:4/1/94 I'rxlucncy: A NonComp:p' Count Y:=lenbwg Region: MRO Subbasin: Cf634 PF: VARIES Special 7QI0: 0.0 IWC(%):100.0 Order: 92 — 03 — D4 — — — 95 — FM Fab- NR/Faid 88 F FaD Pass Pa- ss( NW- Passl Fail Fab 92 — -.. 93 — — >1001 94 >1001 — 95 >1001 98 — — — >100 >1001,>10011 >1001 93 -- — — — — 94 — — — Pass' Pass',Pass' Pass' — 95 — 98 >100 — >1001 — —. .—r — _ :— 92 — Pass' -- Pass1 1 �• Amerada (less -Greensboro Terminal PERM: 24 11R AC MONT' EPIS F1711)(GRAD) (New peon 6/1 92 — NC0069256/001 Begim8/1/94 Fnxluency: A NonComp: 93 — Counly:Guilford Region: WSRO Subbasin: CPF08 94 — PF: NA Special 95 — 7QI0:0.00 IWC(%):NA Order.im — Passf Amerada Iless/Selma Penn 24br I .C50 ac monil epic Enid (Grub) 92 — — >90' NC0076589/001 Begin:2/I/95 Frequency: A NonComp: 93 -- County:Jolmstoo Region: RRO Sobbasio: NE1102 94 — — — — PF: VAR Special 95 — i1- 001 7Q10:0.0 IWC(%):100.0 Oder: 98 -- >700 — Amoco 011 Cu. PERM: 48 IIR AC MONIT EPIS DAM{ (GRAB) (New perm 6/1 92 N — NC0003671/001 Begin:2/1/91 Frequency: 50WD/A NonComp: 93 >90 County:Guilfonl Region: WSRO Subbasin:CPI'02 94 — — PP: NA Special 95 — >80 7Q10: 0.0 IWC(%):100.0 Oda: 96 >90 — Amoco Oil Co.- Long Crk/006 I'IiRM: 241IR LC50 AC MONIT EMS 1111D (GRAB) NC000S185/006 Begin:2/1/94 I''requency:5(JWD/A NonComp: County:Mecklenburg Region:MRO Subbasin:C77134 PP: NA Special 7Q10: 0.0 IWC(%):100.0 Oda: Andrews WWTP PERM Cllk LIM: 13% NCOO2O800/O01 Begin:5/1/93 Frequency: Q PDr A Mar Jun Sep Dec County:Che okee Region: ARO Subbasin:II1W02 PF:1.5 Special 7Q10: 15.0 IWC(%): 13.0 Oder. >100 >100 92 — 93 — —. — _ 94 — >1001 >1001 >1001 95 ... — — — 98 — — >1001 Pass' >1001 NooConip:SINGLL' Y 02 Pass 93 — 94 — 95 — 98 — — -- Pass --- Pass — Pass --- Pass -•. — Pass — — NWPass -•• — Late Fall Pass Fail Fail — Pasa Pass --- Pass --• Pass Late Pass ••- NIVPasa Pass --- Pass Pass ..- Poo 0 2 consecutive failures = significant noncompliance Y Pre 1992 !Liu Available LEGEND: PERM = Permit Requirement LLf = Administrative letter -Target Frequency = Monitoring frequency: Q. Quarterly; M• Monddy; DM- ➢iinonihly; SA- Semiannually; A- Annually; OW D-.Only when discharging; 1)- Discontinued rnonitoning rcyuirearur, IS- r-" ~ Begin = 18rst month required 7Q10= Receiving stream low flow criterion (ala) A = quancdy monitoring increases to monthly upon single failure Months dud testing must occur - ea. IAN.APR,Il11.,OCr NuitConip = Current Compliance Kegoircui=rd PF= Permitted flow (MGD) IWC% = Indrawn waste concentration P/11 = Pass/Fail chronic lest AC = Acute CIIR = Chronic Data Notation: f - Faihead Minnow; • - Ceriodauhnia no.: my - Mvsid shrimp: ChV - Chronic value: P - Monality of stated percentage at highest concentration; at - Performed by DEM Tos Eval Groan; bs - Bad rest Reporting Nautical: --- = Dais not required; Nit - Not repotcd: ( 1- Deg' g of Quarter Facility Activiiy Status: 1 - Inactive, N - Newly Issued(7•o construed; II - Aci vc but riot discharging; 1-More data available Inc month in question (= OKC errs 2 calholtrAltity - le fkAz-ec Odahal --7 alai 15t*(4, _40e:._,I e- ,liell_. 60 Cild 97-3/5 4 3.7 17 1 _VV. .4e, 7 ,o/ ass 7A7f 6 y js/95 ;.� 57 01 /5 P - Fl IV /Sy 23, og iAliy .27, •./,,3 15.53 y`�L/ti y 1 e4 ce -fro 41,1( ,ea„, (/19") 7/4=.4 .0, c)40-sei re cy i rc-4' Mon, jr r e a�Lc r e. q /ZiA e,4e3 TS foc- f eA G dkilficdA it Its do 4.4,74 v)467-e,04 ?Ler_ i scrAD 56A I) Sour . a 5 Dirt, j /` rc ii y o Vc of lc S5 05c5 ck e r lever ouc>s Arid dieti.sr-y jv1C S. o o'teXl-i-s oL Gs LDIZP Ai 04,5 t 04 et:, tde '"'A 5-teihs t%1 dose.) Si5tr-ems •�. --x. e os v+i� a IIQtyOdd li t 4- cf °cps r ra m pacie s y/aN/4C. 1 I hfr 7/r5�5S1 1057-Ec-7 7T to DA f,1 ,,&?L (AL. n9y, firs t -ed td - > i4i 4,n r ith°L965 r-eJ1c / r'a ni &Deno 6. a- Ati . Joca � � ! 2 3 `5 /L ,hl,-abrorna,ne- rte. 16.4-,�IL 6,?-7,(A7IL L. 3 dayL SOC PRIORITY PROJECT: Yes No If Yes, SOC No. To: Permits and Engineering Unit Water Qualit Attention: reg Nizichi NPDES STAFF REPORT AND RECOMMENDATION tth 'n� Date February 16, 1996 County Chatham Permit No. NC0001899 PART I - GENERAL INFORMATION cP 1. Facility and Address: AlliedSignal Inc. 2. Date of Investigation: February 14, 1996 3. Report Prepared by: Ted Cashion, Environmental Chemist 4. Persons Contacted and Telephone Number: Bill Boyer, Bob Ferree, Bill May, Michelle - 919-542-2200 5. Directions to Site: From Raleigh: US 1 South, exit onto Pea Ridge Road. Turn left, facility is approximately 1 mile on the left. 6. Discharge Point(s), List for all discharge points: 001 Latitude: 35°37'02" Longitude: 79°03'25" 002 Latitude 35 37'02" Longitude 79 02'37" Attach a USGS map extract and indicate treatment facility site and discharge point on map. U.S.G.S. Quad No. E22SE U.S.G.S. Quad Name Moncure, NC 7. Site size and expansion area consistent with application ? XXXX Yes No If No, explain: 8. Topography (relationship to flood plain included): relatively flat, appears to be out of floodplain. 9. Location of nearest dwelling: approximately 400 yards. 10. Receiving stream or affected surface waters: 001 - Haw River a. Classification: WS-IV b. River Basin and Subbasin No.:03:06:07 c. Describe receiving stream features and pertinent downstream uses: Combines with Deep River to form Cape Fear River SOC PRIORITY PROJECT: Yes No If Yes, SOC No. 002 - UT to Shaddox Creek a. Classification: WS-IV b. River Basin and Subbasin No.:03:06:07 c. Describe receiving stream features and pertinent downstream uses: Flows into the Haw River, which is WS-IV PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a. Volume of Wastewater to be permitted: 0.244 MGD(Ultimate Design Capacity) b. What is the current permitted capacity of the Waste Water Treatment facility? 0.244 mgd c. Actual treatment capacity of the current facility (current design capacity)? 0.244 mgd d. Date(s) and construction activities allowed by previous Authorization to Construct issued in the previous two years: NA e. Please provide a description of existing or substantially constructed wastewater treatment facilities: 001 - aeration basin, clarifier, sludge drying bed, alum settling pond, polishing pond, chlorine contact chamber, instrument flow recorder 002 - settling in fire pond is the only treatment on 002 discharge. Discharge consists of stormwater, condensate, and fire pond overflow. f. Please provide a description of proposed wastewater treatment facilities: NA g• Possible toxic impacts to surface waters: primarily chlorine, toxicity test results have been mostly "pass" h. Pretreatment Program (POTWs only): NA in development approved should be required not needed 2. Residuals handling and utilization/disposal scheme: a. If residuals are being land applied, please specify DEM permit no. Residual Contractor Telephone No. b. Residuals stabilization: PSRP PFRP Other SOC PRIORITY PROJECT: Yes No If Yes, SOC No. c. Landfill: Sludge is wasted onto drying beds, put into a dumpster, and taken to BFI landfill in Sampson County. d. Other disposal/utilization scheme (Specify): 3. Treatment plant classification (attach completed rating sheet): 2 4. SIC Code(s): 2821 Wastewater Code(s) of actual wastewater, not particular facilities i.e.., non -contact cooling water discharge from a metal plating company would be 14, not 56. Primary 36 Secondary 02 Main Treatment Unit Code: 055-2 PART III - OTHER PERTINENT INFORMATION 1. Is this facility being constructed with Construction Grant Funds or are any public monies involved. (municipals only)? NA 2. Special monitoring or limitations (including toxicity) requests: Monitoring and limits consistent with discharges of this type. 3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) NA 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: NA Connection to Regional Sewer System: NA Subsurface: NA Other disposal options: NA 5. Other Special Items: PART IV - EVALUATION AND RECOMMENDATIONS A site visit was performed February 14, 1996 with Coleen Sullins, Greg Nizich, and Jason Doll. There is some confusion on how AiliedSignal derived calculations on process flows. Allied will submit additional information to the Permits and Engineering Unit concerning this matter. SOC PRIORITY PROJECT: Yes No If Yes, SOC No. The WWTP appeared well operated and maintained, with proper documentation of all laboratory records and reports. The effluent was clear and free of excess solids at the time of the inspection. After all concerns of the Permits and Engineering Unit have been resolved regarding process flows, etc, we recommend that the permit be reissued in accordance with the basinwide permitting plan. 4t. (1.4 Signature of report preparer -21:pr- Water Qual'ty R lonal Supervisor Date 1ORTH CAROLINA AL AND ECONOMIC RESOURCE NORTH CAROLINA 5155 11 NE 676 .5RRMOAKSI `Fiwoox �jG1 ... Hill .. _/ -Cem iqS J $m - St `' 1916 t/ 88 233 4 Water i Tank*, • ntt yr ia } C r 1 r /911; ed'15wI 1 677 yee;p1 'ant' o ' 75 Sh rid rl.u.J' / —. 2`30" /9! I NIE2PY 7Ax2 / 8679f. 678 11990000 FEET • Substation`,, .."••••...../ 77/ - a.: 11 33 • •t r '2448tickhaven MONCURE QU NORTH Ck 7.5 MINUTE SERIES 2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection and direct discharge; 3. Lagoon Systems consisting only of preliminary !real:ner,t, lagoons, pumps, disinfection, necessary chemical treatment for algae or nutrient control, and direct atscharge; 4. Closed -loop Recycle Systems; 5. Groundwater Remedialion Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection and dispo -al; 6. Aquacullure operations with discharge to surface waters; 7. Water Plant sludge handling and back -wash water treatment; 8. Seafood processing consisting of screening and disposal. 9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted aster July 1, 1993 or if upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such systems will be notified of the classification or reclassification by the Commission, in writing. RATING SCALE -FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS Alltf. r/iT Jvtcrl --�h C Owner or Contact Person: , IfCJ I Mailing Address: /it «a i 4/6 ,7715TT Telephone: 1/9 - $ ? - dd oo Present Classification: of .NPDES Per. No. NCO° D / H99 Rated by: Cgfi;c Name of Facility: County: Ct°,G1-tr ki Reviewed by: New Facility Existing Facility x Nondisc. Per. No.WQ Health Dept.Per No. Telephone: 1)1/f?Pb Date: 9l Gd/s ORC: Xl e eY f Fe ttl Check Classification(s): Subsurface Wastewater Classification: (Circle One) I Health Dept. Regional Office Central Office Grade: a) Spray Irrigation 111 IV Telephone: Telephone: 5-71---iL7ov Telephone: Telephone: 9/?-.51,4-dd ' Land Applicationeta Total Points: •� 1N-PLANT PROCESSFS AND RFf ATFD CON133OL EOUIPMFNT WHIG ARE AN INTFGCAL PART OF IiiDUSTRIAL PROM 1CTK?N Fe tAl I NOT RP CONSIDERED WASTE TREATMBIT FOR THEPURPOSEOFCJ$SIFICATIQ'J A= SEPTIC TANK SYSTEMS CXDINSIST1NG ONLY OF S.F.FT10TANK AND GRAVITY NITRIFICATION LINES ARE FXFMPT FROM CLASSIFICATION, SUBSURFACE CLASSIFICATION (check all units that apply) 1. septic tanks 2. pump tanks 3. siphon or pump -dosing systems 4. sand filters 5. grease trap/interceptor 6. oil/water separators 7. gravity subsurface treatment and disposal: 8. pressure subsurface treatment and disposal: SPRAY 1RRIGAT/ON CLASSIFICATION (check all units that apply) 1. preliminary treatment (definition no. 32 ) 2 lagoons 3. septic tanks 4. pump tanks 5. pumps 6. sand filters 7. grease trap/interceptor 8. oil/water separators 9. disinfection 10. chemical addition for nutrient/algae control 11. spray irrigation of wastewater In addition to the above classifications, pretreatment of wastewater in excess of these components .shal. be rated using the point rating system and will require an operator with an appropriate dual certification LAND APPLICATION/RESIDUALS CLASSPFICATION (Applies only to permit holder) 1. Land application of biosotids, residuals or contaminated soils on a designated site. WASTEWATER TREATMENT FACILITY CLASSIFICATION The fot+owing systems shall be assigned a Class I classification pnlPss the flow is of a significant quantity or the technology is unusually complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate) 1. Oil/water Separator Systems consisting only of physical separation, pumps and disposal; The following scale is used for rating wastewater treatment facilities: (circle appropriate points ITEM POINTS (1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33) 4 , (2) DESIGN FLOW OF PLANT IN gpd (not applicable to non -contaminated cooling wators, sludge handling facilities for water purification plants. totally closed cycle systems(see,definition No. 11), and facilities consisting only of hem (4)(d) or Items .(4)(d) and (11)(d)) 0 - 20,000 1 20,001 - 50,000 2 r 4 1 / (r 50,001 - 100,000 1 j°`3 ' 100,001 - 250,000 250,001 - 500.000 .5 500,001 - 1,000,000 .8 1.000,001 - 2,000.000 10 2.000.001 (and up) rate. 1 point additional for each 200,000 gpd capacity up to a maximum of ..... -30 Design Flow (gpd) PRELIMINARY UNfTS/PROC ESS ES (see definition No.32) (a) Bar Screens or (b) Mechanical Screens, Static Screens or Comminuting Devices 2 (c) Grit Removal or (d) Mechanical orAerated Grit Removal 2 (e) Flow Measuring Device 1 or (1) Instrumented Flow Measurement (g) Preaeratlon (h) Influent Flow Equalization 2 _ (i} Grease or Oil Separators - Gravity 2 Mechanical .3 Dissolved Air Flotation .8 .5 (3) (I) Prechlorination (4) PRIMARYTREATMENTUNrTS?ROCESSES (a) Septic Tank (see definition No. 43) 2 (b) Imhoff Tank. .5 (c) Primary Clarifiers 5 (d) Settling Ponds or Settling Tanks for Inorganic Non -toxic Materials (sludge handling facilities for water purification plants, sand. gravel, stone. and other mining operations except recreational activities such as gam or gold mining) 12 1 (5) SECONDARY TREATMENT I-INfIS'PROCESSES ��..// (a) Carbonaceous Stage (i) Aeration -High Purity Oxygen System 20 Diffused Air System 1 0 Mechanical Alr System (fixed, floating or rotor) 8 Separate Sludge Reaeration �f (ii) Trickling Filter High Rate 7 Standard Rale 5 Packed Tower 5 (iii) Biological Aerated Finer or Aerated Biological Filter 10 (iv) Aerated Lagoons 10 (v) Rotating Biological Contactors 10 (vi) Sand Filters -intermittent biological 2 Recirculating biological .3 (vii) Stabilization Lagoons .5 (viii) Clarifier 5 (ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by nitrification (see definition No. 12)(Points for this hem have to be in addition to hems (5)(a)(i) through (5)(a)(viii), utilizing the extended aeration process (see definition No.3a)i z/ utilizing other than the extended aeration process `� (x) Nutrient additions to enhance BOD removal 5 (xi) Biological Culture ('Super Bugs')addition ) (b) Nitrogenous Stage (I) Aeration • High Purity Oxygen System 20 Diffused Air System 1 0 Mechanical Air System (lixed, floating or rotor) 8 Separate Sludge Reaeration 3 (il) Trickling Filter -High Rate 7 Standard Rate 5 Packed Tower .5 (iii) Biological Aerated Filter or Aeralod Biological Filler 1 0 (iv) Rotating Biological Contactors 10 (v) Sand Filter - Inlermittor4 biological 2 • Recirculating biological 3 (vi) Clarifer .5 (6) TERTARY OR ADVANCED 'TREATMENT LNrS'PROCESSES (a) Actuated Carbon Beds - without carbon regeneration 5 with carbon regeneration 15 (b) Powdered or Granular Activated Carton Feed - without carbon regeneration 5 with carbon regeneration 1 5 (c) Air stripping 5 (d) Donitrification Procoss 10 (o) Electrodialysis .5 (I) Foam Separatior 5 (g) Ion Exchango.. 5 (h) Larw' Application of Treatod Effluent (soo dolinhion No. 22b) (not applicable for sand. gravel, ctono and other similar mining operations) by high rato infiltration d (i) Microscreoris 5 (I) Prosphorous Remover by Biological Processos (Sue definition No.'.6) 20 (lc) Polishing Ponds - without aoration............ 0 .................................. . with aeration 5 1 1 1) rvt : :..v,, - czs+.o .................................... ........................... diffused or mechanical 2 (m) Reverse Osmosis .5(n) Sand or Mixed -Media Filters - low rate 2 high rate 5 (o) Treatment processes for removal of metal or cyanide 1 5 (p) treatment processes for removal of toxic materials other than metal or cyanide 15 (7) SLUDGETREATMFNI• (a) Sludge Digestion Tank - Healed (anaerobic) 10 Aerobic .5 Unheated (anaerobic) - .3 (b) •Sludge Stabilization (chemical or thermal) S (c) Sludge Drying Beds -Gravity 49 Vacuum Assisted - (d) Sludge Efuirfatian -5 (e) Sludge Conditioner (che;mical', or thermal) 5 (I) Sie;age 'Thickener (gravvity)....„........................ 5 (g) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)) 8 (h) Sludge Gas Utilization (including gas storage) 2 (1) Sludge Holding Tank - Aerated 5 Non -aerated 2 (I) Sludge incinerator (not Including activated carbon regeneration) 10 (k) Vacuum Filter. Centrifuge, or Filter Press or other similar dewatering devices 1 0 (8) RESIDUALS UTILIZATION/DISPOSAL (including incinerated ash) (a) Lagoons 2 (b) Land Application (surface and subsurface) (see definition 22a) by contracting to'a land application operator or landfill operator who holds the land application permit or landfill permit 2 (c) Dedicated Landfill(burial) by the permittee of the wastewater treatment facility (9) DF'cCl)ON (a) Chlorination 5 (b) Dechiorination 5 (c) Ozone 5 (d) Radiation 5 (1 0) CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additions rated as hem (3)(j), (5)(a)(xi), (6)(a). (6)(b). (7)(b), (7)(e), (9a). (9)(b) or (9)(c) 5 points each: List u) 5of 4) MISCE_LANEOUS UNITS/PROCESSES (a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common for domestic wastewater 4 (b) Effluent Flow Equalization (not applicable to storage basins which are inherent In land application systems) 2 (c) Stage Discharge (not applicable to storage basins inherent in land application systems) (d) Pumps (e) Stand -By Power Supply (1) Thermal Pollution Control Device TOTAL POINTS CLASSIF)CAT10N Class I 5-25 Points Class II 26.50 Points Class Ili 51-65 Points Class Ar 66-Up Points 5 Facilities having a rating of one through lour points, Inclusive, do not require a certified operator. Facilities having an activated sludge process wi5 be assigned a minimum classification of Class II. Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II. Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class Ili. 4d .0034 DEFiNRIONS The following definitions shall apply throughout this Subchapter. (1) Activated Carbon Beds. A physicaVchemical method for reducing soluble organic. material from wastewater effluent; The column -type beds used in this method will have a flow rale varying from Iwo to eight gallons per minute per square foot And may be either upllow or down:low carbon beds. Carbon may c may not be regenerated on the wastewater treatment plant site; (2) Aerated Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation or organic maser is reduced through artificiall accelerated transfer of oxygen on a flow -through basis; (3) Aeration. A process of bringing about intimate contact between air or high purity oxygen in a liquid by spraying. agitation or ditfusion;(3a) Extended • Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours. (4) Agriculturally managed site. Any site on which a crop is produced. managed, and harvested (Crop includes grasses, grairs, trees, etc.);. (5) Air Stripping. A. process by which the ammonium ion is first convened to dissolved ammonia (pH adjustment) with the ammonia then released l0 the atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene; (6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize absorbed impurities; (7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve .-secondary" effluent limbs; (8) Centriluge. A mechanical device in which centrifugal force is used to separate solids from liquids or to separate liquids of different densities; (9) Chemical Add!ilon Systems- The addition of chemical(s) to wastewater al an application point for purposes of Improving solids removal. pH adjustment, alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one system; the capability to add chemical(s) to duet units will be rated as one system; capability to add a chemical at a different application points for different purposes will result in the systems being rated as separate systems; (10) Chemical Sludge Conditioning. The addition of a chemical compound such as I;me, ferric chloride, or a polymer to wet sludge to coalesce the rr ss prior its application to a dewatering device; (11) Closed Cyclu Systems. Use of holding ponds or holding tanks for containmont of wastewater containing inorganic, non•toxlc materials from sand, gray crushod slono or otheir similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances; (12) Combined Removal of Carbonaceous SOD and Niirogonous Removal by Nitrification. A single stage system required to achieve permit effluent limits on BC and ammonia nflrogcn within the same biolnr_i;af reactor, (13) Doc1 (urination. The partial or complete roouclion of rosidual chlorine inn liquid by any chemical or physical procoss: (14) Der:i:rilication Process. The canvon:ion of nilrato•nitroger, to nitrogen gas;