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Home My WebLink AboutNC0020591_Wasteload Allocation_19900409NPDE!i DOCNNEMI' SCANNING COVER SIMET NPDES Permit: NC0020591 Statesville/Third Creek WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: Aril 9, 1990 This documerit is printed on reuse paper - ignore any content oa the reverse side SI4lFS J0110 z A UNITED STATES ENVIRONMENTAL PROTECTION AGENCY e �►If� kTl4 ceolcco REGION IV 345 COURTLAND STREET. N.E. ATLANTA. GEORGIA 30365 APR 0 9 1990 Mr. J. Trevor Clements, Assistant Chief Water Quality Section North Carolina Department of Environment, Health, and Natural Resources 512 North Salisbury Street Raleigh, NC 27611 RE: Statesville\Third Creek WTF NCO020591 e uar Dear Mr ments: Attached is a memo from the EPA Water Quality Section to the Permits Section regarding results of recently completed modelling for Statesville\Third Creek. In addition to the recommendations in the memo, EPA suggests that the State consider reduced ammonia limits in order to prevent toxicity in the receiving stream. If you have any questions, please contact Mr. John Deatrick at 404/347-2126. Sincerely yours, im Green field asteload Allocation Coordinator Enclosure cc: NC FY90 WLA File Unit Reading File Jim Bloom, WQS 'qqt MVED 1990 i .f►tEO STjtF n ' y UNITED STATES ENVIRONMENTAL. PROTE :TION AGEENCY 4 �til�c Pgolt` REGION IV 345 COURTLAND STREET. N.E. ATLANTA. GEORGIA 30365 DATE: APR o 9 1sgo TO: Darryl Williams Permits Section THRU: Jim Greenfield Wasteload Allocation Coordinator FROM: John Deatrick c Acd 10 Water Quality Sec SUBJECT: Statesville, NC NCO020591 We have completed the wasteload allocation modelling for Third Creek using North Carolina Division of Environmental Management updated modelling procedures. We concur with the summer effluent limits of 30-13-5 (BODS-(NH3-N)-DO, mg/1). This model was based on a 4.0 MGD discharge of treated wastewater from the City of Statesville STP to Third Creek (7Q10 = 11 cfs). All other recommendations in our August 8, 1989 memorandum to Bob Wooten remain unchanged. If you have any questions; please call me. cc: NC FY90 WLA File Unit Reading File Jim Bloom, WQSU Bob Wooten, Permits State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor WUiaun W. Cobey, Jr., Secretary March 26, 1990 Mr. John Dietrich Water Quality Management Branch Water Management Division U.S. Environmental Protection Agency 345 Courtland Street, NE Atlanta, GA 30365 Subject: Statesville/Third Creek WWTP NPDES No. NCO020591 Iredell County Dear Mr. Dietrich: George T. Everett, Ph.D. Director Per your recent request, I have enclosed a copy of the model used to derive the City of Statesville's limits for oxygen - consuming wastes for its Third Creek WWTP (NC0020591). The model was not run for the recent waste load allocation since no instream dissolved oxygen problems have been observed. Therefore, existing limits were assigned which were based on the Division of Environ- mental Management's (DEM) old Level B model which did not break the oxygen demand into carbonaceous and nitrogenous components. You stated that the ammonia limit may not be acceptable due to possible toxicity. The facility passed its three chronic toxicity tests performed in 1989. DEM also performed an intensive toxico- logical evaluation of the facility in June, 1989. The results exhibited no significant acute toxicity, but there was a -chronic response. The chemical analyses indicated that there were elevated concentrations of zinc, chromium, and cadmium. Statesville was assigned either an effluent limit or monitoring requirement for each of these parameters. Our new ammonia toxicity procedure requires,us to assign a new ammonia limit to a facility if it is not passing its toxicity tests and the effluent data show concen- trations of ammonia which could be contributing to toxicity. Sta- tesville's effluent data show an average concentration of 0.16 mg/1 and a daily maximum concentration of 2.46 mg/1 which is below lev- els which would cause toxicity. PoQu&m Pr+e vaWon Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Fn ual r)nr%nrti inity AR'irmAtsvp Artinn Fmnirwer If you have any questions, please contact Ruth Swanek or me at (919) 733-5083. Sincerely, revor Clements, Asst. Chief Wa er Quality Section Attachments JTC/RCS i cc: Dale Overcash Central Files sa 2312 --J>h = 5a,9 41 2.2, C44 21 crs go Z. Po -to-(-&Q5 - 3.%a 7.7,4,7 Ao c4LM;L t.A 4m *** MOPE1. 311MMARY DATA DISCHARGER 4,CITY OF STATF.SVTI.LE RECEIVING STREAM THIRTi CRFEK 7010 ? tl CFS DESIGN TEMPERATURE 24 DFGRFFS C. cl!R P. AS TN 0?•:'70 � STRFAM Cl ASS: C. WTNTFF 7910 : 2t CFS WASTFFL.OW : 4 m s D ILENGTHISLOPE I VFI.00TTY IDEPTH I K1. I Kri I SOD I K2 I NetP [MILES IFT/MI I FPS I FT I /DAY I /TiAY IMG/M2D1/DAY IMG/I../ SEGMENT 1 I I I 1 2.201 3.901 0.410 I I 1 1.76 1 0.46 I 1 0.00 I I I 1 0.01 2.271 0.0 REACH 1 I I I I 1 I I 1 I SEGMENT 1 I I I 1 2.701 3.901 0.440 I I 1 1.84 1 0.46 I 1 0.00 I I I 1 0.01 2.431 0.:' REACH 2 1 1 1 1 1 1 1 1 1 ALL RATES ARE AT 24 DFOR FFS C. *** INPUT DATA SUMMARY *** I Fl,OW CROD I NBOD I D.O. 1 I CFS I MG/L I MG/L I MG/L I SEGMENT 1 REACH 1. 1 I ! I WASTE 1 6.200 1 07.000- 1 O.^C'C' I C.000 I HEADWATERS[ 11.000 1 2.000.1 O.r;nrC, 1 7,L0 1 TRIBUTARY 1 0.000 1 0.000 1 0,000 1 0.000 1 RUNOFF * 1 1.758 1 2.000 1 0.C'00 1 7.650 1 ------- ------------- I I SEGMENT 1 REACH 2 1 I I 1 1 I 1 1 WASTE 1 0.056 1110.000 1 0.000 1 0.000 1 TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0.000 1 RUNOFF * 1 0.931 1 2.000 1 ------------ 0.000 1 7.650 1 * RUNOFF FLOW IS IN CFS/MILE ***#*****# MODEL RFSLILTS *kk k**** DISCHARGER :CITY OF STATESVILLE RECEIVING STREAM :THIRD CREEK THE END D.O. IS 5.18 MG/L THE END CBOD IS 17.12 MG/L THE END NBOD IS 0.00 MG/L THE D.O. MIN. OF SEGMENT 1 IS 5.07 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 3.4 WHICH IS LOCATED IN REACH NUMBER 2 THE WLA FOR SEGMENT 1 REACH 1 IS 83 MG/L OF CROD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 5 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 MOD THE WLA FOR SEGMENT I REACH 2 IS 1.10 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NROD THE REQUIRED EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0.036 MOD kARGER CITY OF STATESVIL.L.E FECEIVING STREAM 2 THIRD CREEK WASTEFLOW 4 MGD I SEG NO I REACH I SEG MI I DO I CROD I NROIi I FLOW 1 1 I 1 I 0.001 6.691 31.201 0.001 17.201 1 I 1 I 0.101 6.561 30.691 0.001 17.381 I 1 I 1 I 0.201 6.431 30.201 0.001 17.551 I 1 I 1 I 0.301 6.311 29.721 0.001 1.7.731 I 1 I 1 I 0.401 6.201 29.241 0.001 17.901 I 1 I 1 I 0.501 6.101 28.781 0.001 18.081 I 1 I 1 I 0.601 6.001 28.331 0.001 18.251 I 1 I 1 I 0.701 5.911 27.891 0.001 18.431 I 1 I 1 I 0.801 5.831 27.461 0.001 18.611 1 1 1 1 1 0.901 5.751 27.031 0.001 18.781 1 1 1 1 1 1.001 5.681 26.621 0.001 18.961 1 1 1 1 1 1.101 5.621 26.211 0.001 19.131 1 1 1 1 1 1.201 5.561 25.821 0.001 19.311 I i I 1 1 1.301 5.501 25.431 0.001 19.491 I 1 I 1 1 1.401 5.451 25.051 0.001 19.661 I 1 I 1 1 1.501 5.411 24.671 0.001 19.841 I 1 I 1 1 1.601 5.361 24.311 0.001 20.011 I 1 I 1 1 1.701 5.331 2.3.951 0.001 20.191 I 1 I 1 1 1.801 5.291 23.601 0.001 20.361 I 1 I 1 1 1.901 5.261 23.261 0.001 20.541 I 1 I 1 1 2.001 5.241 22.921 0.001 20.721 I 1 I 1 1 2.101 5.211 22.591 0.001 20.891 1 I 1 1 2.201 5.191 22.261 0.001 21.071 I 1 1 2 1 2.201 5.181 22.501 0.001 21.121 1 1 1 2 1 2.301 5.161 22.261 0.001 21.221 1 1 1 2 1 2.401 5.141 22.031 0.001 21.311 1 1 1 2 1 2.501 5.131 21.811 0.001 2i.401 1 1 1 2 1 2.601 5.111 21.581 0.001 21.501 I 1 I 2 1 2.701 5.101 21.361 0.001 21.591 1 I 2 1 2.801 5.091 21.141 0.001 21.681 I 1 I 2 1 2.901 5.091 20.931 0.001 21.781 I 1 I 2 1 3.001 5.081 20.721 0.001 21.871 I 1 I 2 1 3.101 5.071 20.511 0.001 21.961 I 1 I 2 1 3.201 5.071 20.301 0.001 22.051 I 1 I 2 1 3.301 5.071 20.091 0.001 22.151 I 1 I 2 1 3.401 5.071 19.891 0.001 22.241 I 1 I 2 1 3.501 5;071 19.691 0.001 22.331 I 1 I 2 I 3.601 5.071 19.491 0.001 22.431 I 1 I 2 1 3.701 5.081 19.301 0.001 22.521 I 1 I 2 1 3.801 5.081 19.101 0.001 22.611 I i I 2 1 3.901 5.081 18.911 0.001 22.711 I 1 I 2 1 4.001 5.091 1.84721 0.001 22.801 I 1 I 2 1 4.101 5.101 18.541 0.001 22.891 I 1 I 2 1 4.201 5.111 18.351 0.001 2.2.991 I 1 i 2 1 4.301 5.111 18.171 0.001 23.081 I 1 I 2 1 4.401 5.121 17.991 0.001 23.171 1 1 1 2 1 4.501 5.131 17.811 0.001 23.261 1 1 1 2 1 4.601 5.1.41 17.641 0.001 23.361 1 1 1 2 1 4.701 5.161 17.461 0.001 23.451 1 1 1 2 1 4.801 5.171 17.291 0.001 23.541 1 1 1 2 1 4.901 5.181 17.121 0.001 23.641 *** MODEL SUMMARY DATA *** DISCHARGER I CITY OF STATES!'TL.LE :;i1LFsA=;?;• ;;?.; kECEIVING STREAM THIRD CREEK STREAM C1Acc: C 7010 411 CFS WINTER 701.0 ?]. CFS DESIGN TEMPERATURE 7 15 DEGREES C. WASTFFLOW q MGIi ILENGTHISLOPE I VF_L.00ITY IDFPTH I K1 I Kn I SOT, I K2 I NetP [MILES IFT/MI I FPS I FT I /DAY I /DAY IMG/M2DI/LAY IMG/L/ SEGMENT 1 I I I 1 2,201 3.901 0.562 I 1 1.86 I I I I I 1 0.31 1 0.00 1 0.01 1.731 0.0 REACH 1 I I I I I I I I I SEGMENT 1 1 2.901 3,901 0.580 1 1.93 1 0.31 1 0.00 1 0.01 1.791 0.0 REACH 2 1 1 1 1 1 1 1 1 1 ALL RATES ARE AT 15 DFORFF.S C, *** INPUT DATA SUMMARY *** I FLOW I CPCiT, I NPOD I D.O. 1 I CFS I MG/L I MG/I. I MG/L I SEGMENT 1 REACH 1 I WASTE 1 6.200 I110.000 I 0,000 1 0,000 1 HEADWATERS[ 21.000 1 2.000 I :04 • 9.000 1 TRIBUTARY 1 0.000 1 0.000 ! 0.0n0 1 0.000 1 RUNOFF * 1 1.758 1 2.000 1 0,000 I 9.000 I 1 SEGMENT 1 REACH 2 1 I I 1 1 I I I WASTE 1 0.056 1110.000 1 0.000 1 0.000 I TRIBUTARY 1 0.000 1 0.000 1 0.000 I 0.000 I RUNOFF * 1 0.931 1 2.000 1 0.000 1 9.000 1 * RUNOFF FLOW IS IN CFS/MILE MOiiFI. RF=•tll. T'.=• .kkA•:kl�#y..Rkd. DISCHARGER :CITY OF STATEVII..LE RECEIVING STREAM :THIRD CREEK XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX*X*X*�***#XXXX�Xk*1�:Y.**XXXXXX** THE END U.O. IS 6.91 MG/L XXXXXXXXXXXXXXXXXXXXXXXXXXXX*XXXXXXXXXXXXXXXX***XXXXXX*#X�:XXXXXXXXXXXX THE END CBOD IS 18.60 MG/L XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX#XXXXXXXXX***WXX�*XXX*X�XX THE END NBOD IS 0.00 MG/L XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX#XX**#X*XXXXXXXX****X*WXXXXX*XX THE D.O. MIN. OF SEGMENT 1 IS 6.81 MG/L THIS MINIMUM IS LOCATED AT SEGMENT MII..EF'OTNT 2.6 WHICH IS LOCATED IN REACH NUMBER 2 THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CROD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 MGIi THE WLA FOR SEGMENT 1 REACH 2 IS 110 MG/L. OF CROD THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/I. OF NBOD THE REOUIRF..D EFFLUENT D.O. IS 0 MG/L THE WASTEFLOW ENTERING SEG 1. REACH 2 IS 0.036 MGD CP �r OuAM State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor R. Paul Wilms William W. Cobey, Jr., Secretary Director October 6, 1989 Mr. John T. Marlar, Chief Facilities Performance Branch Water Management Division U.S. Environmental Protection Agency 345 Courtland Street, NE Atlanta, GA 30365 Subject: Statesville/Third Creek WWTP NPDES No. NCO020591 Iredell County Dear Mr. Marlar: I am writing in response to your letter of August 21 concern- ing the City of Statesville's draft NPDES permit (NC0020591). The City received its existing limits (30 mg/1 BOD5, 13 mg/1 NH3, 5 mg/1 DO) for oxygen -consuming wastes in the draft permit per Divi- sion procedure. According to the procedure, the facility receives its existing limits if no instream water quality problems have been observed while the plant was in compliance with its past permit limits. Self monitoring data collected approximately 0.6 mile downstream of the outfall indicate no water quality problems. The lowest dissolved oxygen (DO) concentration reported between March, 1988 and February, 1989 was 7.1 mg/l while the highest monthly average BOD5 concentration at the site was 2.28 mg/l. Since this site is not near a predicted DO sag point, the monitoring location was changed to 1.9 mile below the discharge, and a site was added at 3.5 mile below the discharge in the draft permit. In addition, North Carolina has been collecting ambient data approximately 14 miles downstream. There was one DO reading of 4.6 mg/l, but the average summer concentration was 7.4 mg/l. The Facilities Performance Branch at EPA developed a QUAL2E model to predict the impact of STatesville's discharge on DO con- centrations in Third Creek. The model indicated that Stateville's existing effluent limits would not protect North Carolina's DO standard (DO minimum = 4.34 mg/1). These existing effluent limits were developed using a DO modeling procedure approved by EPA which Pollution Prevention Pays P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer includes empirical equations developed from data gathered in North Carolina streams. Since EPA's model was not based on actual stream characteristics, it seems inappropriate to change the permit limits based on its predictions. The limits developed by EPA (30 mg/l BODS, 4 mg/l NH3-N, 5 mg/l DO) were also more stringent than those required to protect DO. The predicted DO minimum was 5.47 mg/l using the recommended limits. Apparently, the ammonia limit was developed to prevent instream ammonia toxicity rather than to protect for the DO stan- dard. As North Carolina has argued in the past, the Statesville whole effluent toxicity limit should protect for ammonia toxicity. In addition, the Division of Environmental Management is currently working on a procedure to address ammonia toxicity. If you have any questions concerning this situation, please contact Trevor Clements of my staff at (919)733-5083. Sincerely, 011 Steve Tedder, Chief Water Quality Section cc: INEW Dale Overcash Rex Gleason Central Files J�tEO ST,�TF S z A UNITED STATES ENVIRONMENTAL PROTECTION AGENCY I PROI 1�r REGION IV 345 COURTLAND STREET, N.E. ATLANTA. GEORGIA 30365 AUG 2 1 1989 REF: 4WM-FP Steve Tedder, Chief Water Quality Section Division of Environmental Management 47- NC Dept. of Natural Resources r 'y and Community Development P. 0. Box 27687 Raleigh, North Carolina 27611-7687 AUG 24 1989 RE: Statesville/Third Creek WIP NPDES Permit No. N00020591 S:. iIIY Dear Mr. Tedder: We have reviewed the draft permit for the referenced facility and have contents. Our Water Quality Standards and Monitoring Section (WQ staff) feel that the minimum water quality limit for instream D.O. of 5 mg/1 would not be maintained with the proposed limits. As alternative limits they propose: SUMMER WINTER BOD5 30 mg/l 30 mg/l NH3-N 4 mg/1 Not limited D.O. 5 mg/1 Not limited Please ask the DEM water quality staff to re-evaluate the Statesville allocation and provide us a copy of their model. If there are questions, have them contact Phil Vorsatz of our WQ staff at 347-2126. F Sincerely yours, (t i fn . Marlar, Chief ties Performance Branch AUG 2 5 19691 TECMw►cn� SUY1'OH� BRANCH T STORET, RETRIEVAL DATE 89/10/03 Q393400 02120521 35,46 03.0 080 37 34.0 1 'THrRD CK AT SR 1970 N2 ;FOOD LEAF NC 37159 NORTH CAROLINA ROWAN SOUTHEAST 030706 YADKIN 21NCOIWQ 850126 HQ 03040102027 0003*160 OFF 0001 FEET DEPTH 00300 00010 00301 DATE DO WATER DO FROM TEMP SATUR TO SIG/L CENT PERCENT 85/07/11 1320 7.60000 22*0000 86.3636 85/08/29 1350 8.20000 22.0000 93*1818 85/09/24 1310 8*20000 1900000 87*2340 85/10/24 1315 8000000 1700000 52.4742 86/07/17 1415 6e9O0OO 27*0000 85.1851 86/08/12 1535 4*60000 22.0000 52*2727 86/09/09 1450 8.30000 19*0000 88*2978 86/10/07 1500 8.70000 1800000 91*5789 87/08/20 1535 7*60000 24*0000 89.4117 88/08/22 1430 6*30000 2100000 70*0000 00/00/00 STATION NUMBER to 10 10 MAXIMUM 8.70000 27*0000 93*1818 MINIMUM 4o60000 17.0000 52*2727 MEAN 7*43999 21*1000 82*5999 99/99/99 /TYPA/AMBNT/STREAM ;Stash tl e - 7f�t�-d CC Aad cr. 050-704 �i ece, ve dIde r &m 60 (Gated l�rmlf G�+�e f1Df Imcdel used . 1 &OMi (5wwr ,Limit.) f ,3 Do 8/0/89) ul*lafii5 J,mvfu ck 6tiuba1k5 W dandad viokrfed ,aei Qka9c,2 ;fir �onv� i'or� r�� Jl�hn ��fricr of ZA9 oral 2dxAd 4b tb { m� . LAW) 11MIk) �S r�v�!/� • 7h;id &eet AW ih;fd Creex, COMOU f� i m del • 2.0 codes i 0 y �)Otn - Xutce modeled rests t5bigeial/e ,oft` =- 140 M3 modeled , Die cNon = 5.43 j- kzumed rattan ku cma/2(6 AXd #t r d *vnm .2l - 35. S f t - t,-x&w rewowb/e ref- muck F1.0 j BDa caeca = 3 y . oowu k5tc1 oa — ltW �l t%Q. oil av ! Cve�'= !l s . 0017 Z, C) 50c7 Z. 0 cwj / hy d 0 Nl3 Ox: d = 0.3 1 nto,.L owd = 0 amp:. SQ•q °r= 28°C. /Vo ��ff 02Z � � = 1,5' l Our da/a Jvw afro = 3. Aq ) 1 3 TITLE01 stdtesville TmT 0 third creek TIME03 NO CONSERVATIVE MINERAL I TITLE04 NO CONSERVATIVE MINERAL II TITL805 NO CONSERVATIVE MINERAL III TITTLEE06 NO TEMPERA'1'iTRB TITLE07 YES BIOCHEMMICAL OXYGEN DEMAND (ULTIMATE) TITLE08 NO ALGAE AS CHL A IN UG/L TITLE09 NO PHOSPHORUS CYCLE AS P IN MG/L TITLEIO NO (ORGANIC-P; DISSOLVED-P) TITLE11 YES NITROGEN CYCLE AS N IN MG/L TITLE12 NO (ORGANIC-N; AMMONIA-N; NITRITE-N; NITR)kTE-N); TITLEI3 YES DISSOLVED OXYGEN IN MG/L TITLEI4 NO FECAL COLIFORMS IN NO./100 ML TITLE15 NO ARBITRARY NON -CONSERVATIVE ENDTITLE LIST DATA INPUT NO WRITE OPTIONAL SUMMARY NO FLOW AUGMENTATION STEADY STATE NO TRAPEZOIDAL X-SECTIONS NO PRINT SOLAR/LCD DATA PLOT DO AND BCD FIXED DOWNSTREAM CONC 0.0 5-D ULT BOD CONV R CORP - 0.0 INPUT METRIC 0.0 OUTPUT METRIC 0.0 NUMBER OF REACHES - 4.0 NUMBER OF JUNCTIONS - 0.0 NUM OF HEADWATERS - 1.0 NUMBER OF POINT LOADS - 1.0 TIME STEP (HOURS) - 20. LNTH COMP ELEMENT (DX)- 0.50 MAXIMUM ITERATIONS - 20. TIME INC. FOR RPT2 (HRS)- 2.0 LATITUDE OF BASIN (DEG) - 33.0 LONGITUDE OF BASIN (DEG)- 02.0 STANDARD MERIDIAN (DEG) - 0.0 DAY OF YEAR START TIME - 0.0 EVAP. COEFF. (AE) - 0.0 EVAP. COEFF. (BE) - 0.0 ELEV. OF BASIN (ELEV) - 700. DUST ATTENUATION CORP. - 0.0 ENDATAI O UPTARE BY N83 OXID(MG O/MG N)- 3.430 0 UPTWM BY NO2 OXID(KG O/MG N)- 1.140 0 PROD BY ALGAE (MG O/M9 A) - 0.0 0 UPTMG BY ALGAE (MG O/MG A) - 0.0 N CONTENT OF ALGAE (MG N/MG A)'- 0.0 P CONTENT OF ALGAE (MG P/M9 A) - 0.0 AL9 MAX SPEC GROWTH RATH(1/DAY)- 0.0 ALGAE RESPIRATION RATE (1/DAY) - 0.0 R HALF SATURATION CONST (MG/L) - 0.0 P HALF SATURATION CONST (MG/L) - 0.0 LIN ALG SHADE CO (1/H-UGCHA/L) - 0.0 NLIN SHADE (I-H-(UGCHA/L)**2/3)- 0.0 LIGHT FUNCTION OPTION (LFNOPT) - 0.0 LIGHT SATURATION CORP (INT/MIN)- 0.0 DAILY AVERAGING OPTION (LAVOPT)- 0.0 LIGHT AVERAGING FACTOR (AFACT) - 0.0 NUMBER OF DAYLIGHT HOURS (DLH) - 0.0 TOTAL DAILY SOLAR RADTH (INT) - 0.0 ALLY GROWTH CALC OPTION(LGROPT)- 0.0 ALGAL PREF FOR NH3-N (PREFN) - 0.0 ALG/TEMP SOLR RAD FACTOR(TFACT)- 0.0 NITRIFICATION INHIBITION COUP - 0.0 BNDATAIA ENDATAYB STREAM REACH 1.ORCH-FIRST FROM 20. TO 18.0 STREAM REACH 2.ORCH-SECOND PROM 18.0 TO 9.50 STREAM REACH 3.0RCH-THIRD FROM 8.50 TO 6.0 STREAM REACH 4.ORCH-FOURTH FROM 6.0 TO 0.50 ENDATA2 FLOW AUGMT SOURCES RCH- 1.0 0. 0.0 FLOW AUGMT SOURCES RCH- 2.0 0. 0.0 FLOW AUGMT SOURCES RCH- 3.OI 0. 0.0 FLOW AUGMT SOURCES RCH- 4.0 0. 0.0 ENDATA3 FLA9 FIELD RCH- 1.0 4. 1.2.6.2. FLAG FIELD RCH- 2.0 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD RCH- 3.0 5. 2.2.2.2.2. S-�rozves. v ,1 k Q c- 0c- 0: O % 3o--4-5 FLAG FIELD`RCH- 4.0 11. 2.2.2.2.2.2.2.2.2.2.5. ENDATA4 SYDRAI ICS RCH- 1.0 5.930 0.1620 0.40 0.2840 0.60 0.030 HYDRAULICS RCH- 2.0 5.930 0.1350 0.40 0.2840 0.60 0.030 HYDRAULICS RCH- 3.0 5.930 0.1220 0.40 0.2840 0.60 0.030 HYDRAULICS RCH- 4.0 5.930 0.0990 0.40 0.2840 0.60 0.030 ENDATAS TRW/LCD RCH- 1.0 735.0 0.0 0.0 0.0 0.0 1.0 0.0 TM4P/LCD RCH- 2.0 700. 0.0 0.0 0.0 0.0 1.0 0.0 TW/LCD RCH- 3.0 675.0 0.0 0.0 0.0 0.0 1.0 0.0 TW/LCD RCH- 4.0 665.0 0.0 0.0 0.0 0.0 1.0 0.0 ENDATA5A REACT COEF RCS- 1.0 0.30 0.0 0.0 8.0 0.0 0.1100.001720 REACT COEF RCS- 2.0 0.30 0.0 0.0 8.0 0.0 0.1100.000980 REACT CORP RCH- 3.0 0.30 0.0 0.0 6.0 0.0 0.1100.000730 REACT COEF RCH- 4.0 0.30 0.0 0.0 8.0 0.0 0.1100.000360 ENDATA6 N AND P COEF RCH- 1.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P COEF RCH- 2.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P COEF RCH- 3.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P CORP RCH- 4.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 ENDATA6A ALG/OTHER CORP RCH- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTHER COEF RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTSSR COEF RCS- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTHR COEF RCS- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENDATA6B INITIAL COND-1 RCH- 1.0 82.40 6.80 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCH- 2.0 82.40 6.80 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL, COND-1 RCS- 3.0 82.40 6.80 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCS- 4.0 82.40 6.80 2.0 0.0 0.0 0.0 0.0 0.0 SNDATA7 INITIAL COND-2 RCS- 2.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 INITIAL COND-2 RCS- 2.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 INITIAL COND-2 RCS- 3.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 INITIAL COND-2 RCR- 4.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 ENDATA7A INCR INFLOW-1 RCH- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCH. I1UMM-1 RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCH- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCS- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENDATAS INCR INFLOW-2 RCH- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCS- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCR- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENDATASA ENDATA9 HEADWTR-1 BDW- 1.OTHIRD CREEK 9.80 62.40 6.40 2.0- 0.0 0.0 0.0 ENDATA10 HEADWTR-2 EDW- 1.0 0.0 0.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 ENDATA10A POINTED-1 PTL- 1.0STATESVILLS! 0.0 6.20 82.40 5.0 45.0 0.0 0.0 0.0 ENDATAll POnMa-2 PTL- 1.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 E MATAIIA MM TA12 DOWNSTREAM BOUNDARY-1 0.0 0.0 0.0 0.0 • 0.0 0.0 0.0 0.0 MMIL'PA13 DOWNSTREAM BOUNDARY-2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .L � f ENDATA13 BEGIN RCH 1 PLOT' RCH 1 2 3 4 1 0 $$$ (PROBLEM TITLES) $$$ * * * QUAL-2E STREAM QUALITY ROUTING MODEL * * * EPA/NCASI VFRSION * * * CARD TYPE QUAL-2H PROGRAM TITLES TITLE01 statesville TITLE02 third creek TITLE03 NO CONSERVATIVE MINERAL I TI=04 NO CONSERVATIVE MINERAL II TITLE05 NO CONSERVATIVE MINERAL III TrM06 NO '1`SMPBRATURB TITLH07 YES BIOCHEMICAL OXYGEN DEMAND (ULTIMATE) TITLE08 NO ALGAE AS CHL A IN UG/L TI'iLH09 NO PHOSPHORUS CYCLE AS P IN MG/L TITLEIO NO (ORGANIC-P; DISSOLVED-P) TITLEII YES NITROGEN CYCLE AS N IN MG/L TITLEI2 NO (ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N); TITLEI3 YES DISSOLVED OXYGEN IN MM TITLE14 NO FECAL COLIFORMS IN NO./100 ML TITLEIS NO ARBITRARY NON -CONSERVATIVE ENDTITLE O $SS DATA TYPE I (CONTROL Dom) SSS CARD TYPE CARD TYPE LIST DATA INPUT .00000 .00000 NO WRITE OPTIONAL SUMMARY .00000 .00000 NO FLOW AUGMENTATION .00000 .00000 STEADY STATE .00000 .00000 NO TRAPHSOIDAL X-SECTIONS .00000 .00000 NO PRINT SOLAR/LCD DATA .00000 .00000 PLOT DO AND HOD .00000 .00000 FIXED DOWNSTREAM CONC .00000 5-D ULT HOD CONV R CORP - .23000 INPUT METRIC .00000 OUTPUT METRIC .00000 NUMBER OF REACHES = 4.00000 NUMBER OF JUNCTIONS - .00000 NUM OF HEADWATERS = 1.00000 NUMBER OF POINT LOADS - 1.00000 TIME STEP (HOURS) = 20.00000 LNTH Comp ELEMENT (DX)- .50000 MAXIMUM ITERATIONS = 20.00000 TIME INC. FOR RPT2 (HRS)- 2.00000 LATITUDE OF BASIN (DEG) - 33.00000 LONGITUDE OF BASIN (DEG)- 02.00000 STANDARD MERIDIAN (DEG) - .00000 DAY OF YEAR START TIME - .00000 EVAP. COEFF. (AH) - .00000 EVAP. COEFF. (BE) _ .00000 ELEV. OF BASIN (ELEV) - 700.00000 DUST ATTENUATION COEF. - .00000 ENDATAI .00000 .00000 0 $$$ DATA TYPE IA (ALGAE PRODUCTION AND NITROGEN OXIDATION CONSTANTS) SSS CARD TYPE CARD TYPE O UPTA]G BY NH3 OXID(MG O/MG N)- 3.4300 O UPTAKE BY X02 OXID(MG O/KG N)- 1.1400 O PROD BY ALGAE (MG O/MG A) - .0000 O UPTAKE BY ALGAE (MG O/MG A) - .0000 N CONTENT OF ALGAE (MG N/MG A) - .0000 P CONTENT OF ALGAE (MG P/MG A) - .0000 ALG MAX SPEC GROWTH RATH(1/DAY)- .0000 ALGAE RESPIRATION RATE (1/DAY) - .0000 N HALF SATURATION CONST (MG/L) - .0000 P HALF SATURATION CONST (MG/L) - .0000 LIN ALG SHADE CO (1/FT-UGCHA/L-) .0000 NLIN SHADH(1/FT-(UGCHA/L)**2/3)- .0000 LIGHT FUNCTION OPTION (LFNOPT) - .0000 LIGHT SATIN COEF (BTU/FT2MIN) - .0000 DAILY AVERAGING OPTION (LAVOPT)- .0000 LIGHT AVERAGING FACTOR (AFACT) - .0000 NUMBER OF DAYLIGHT HOURS (DLH) - .0000 TOTAL DAILY SOLR RAD (BTU/FT-2)- .0000 ALGY GROWTH CALC OPTION(LGROPT)- .0000 ALGAL PREP FOR N83-N (PREFN) _ .0000 ALG/TEMP SOLR RAD FACTOR(TFACT)- .0000 NITRIFICATION INHIBITION CORP - 20.0000 0 t t t 0 0 0 0 O a • t f BNDATAlA .0000 $$$ DATA TYPE 1B (T8MPEliATtJRE CORRECTION CONSTANTS FOR RATE COEFFICIENTS) $$$ CARD TYPE RATE CODE THETA VALUE THETA( 1) BOD DECA 1.047 DFLT 2EM( 2) BOD SETT 1.024 DFLT THETA( 3) OXY TRAN 1.024 DFLT THETA( 4) SOD RATE 1.060 DFLT THETA( 5) CRON DEC 1.047 DFLT THETA( 6) ORGH SET 1.024 DFLT THETA( 7) NH3 DECA 1.083 DFLT THETA( 8) NH3 SRCH 1.074 DFLT THETA( 9) NO2 DEG 1. 047 DnT THETA(10) PORG DEC 1.047 DFLT THRTA(11) PORG SET 1.024 DFLT THETA(12) DISP SRC 1.074 DFLT THRTA(13) ALG GROW 1.047 DFLT THRTA(14) ALG RESP 1.047 DFLT THRTA(15) ALG SETT 1.024 DFLT THRTA(16) COLI DEC 1.047 DFLT THRTA(17) AMC DBCA 1.000 DFLT THETA(18) ANC SETT 1.024 DFLT THETA(19) AMC SRCE 1.000 DFLT $$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$ CARD TYPE REACH ORDER AND IDENT R. MI/XK R. MI/KM STREAM REACH 1.0 RCH-FIRST FROM 20.0 TO 18.0 STREAM REACB 2.0 RCH-SECOND FROM 18.0 TO 6.5 STREAM REACH 3.0 RCH-THIRD FROM 8.5 TO 6.0 STREAM REACH 4.0 RCH-FOURTH FROM 6.0 TO .5 ENDATA2 .0 .0 .0 $$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$ CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL SOURCES FLOW AUGHT SOURCES 1. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGHT SOURCES 2. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGHT SOURCES 3. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGHT SOURCES 4. 0. .0 0. 0. 0. 0. 0. 0. ENDATA3 0. 0. .0 0. 0. 0. 0. 0. 0. $$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$ CARD TYPE REACH EIM9=S/REACH COMPUTATIONAL FLAGS FLAG FIELD 1. 4. 1.2.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 2. 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 3. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.C. PLAG FIELD 4. 11. 2.2.2.2.2.2.2.2.2.2.5.0.0.0.0.0.0.0.0.0. ENDATA4 0. o. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. $$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$ CARD TYPE REACH COEP-DSPN COEFQV EMNW COME EXPO¢H CHARM HYDRAULICS 1. 5.93 .162 .400 .284 .600 .030 HYDRAULICS 2. 5.93 .135 .400 .284 .600 .030 HYDRAULICS 3. 5.93 .122 .400 .284 .600 .030 HYDRAULICS 4. 5.93 .099 .400 .284 .600 .030 ENDATA5 0. .00 .000 .000 .000 .000 .000 $$$ DATA TYPE 5A (STEADY STATE TENB'ERATURB AND CLIMATOLOGY DATA) $$$ .Coco CARD TYPE DUST CLOUD DRY BULB WET BULB ATM SOLAR R&D � L REACH ELEVATION COEF COVER TEMP TRW PRESSURE WIND ATTENUATION ` TEMP/LCD 1. 735.00 .00 .00 .00 .00 1.00 .00 1.00 TENP/LCD 2. 700.00 .00 .00 .00 .00 1.00 .00 1.00 TMe/LCD 3. 675.00 .00 .00 .00 .00 1.00 .00 1.00 TM4P/LCD 4. 665.00 .00 .00 .00 .00 1.00 .00 1.00 ENDATASA 0. .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGBNAR'ION AND RBAERATION) $$$ CARD TYPE REACH Ki X3 SOD X20PT X2 COEQR2 OR EXPQR2 RATS TSIV CORP OR SLOPE FOR OPT 8 FOR OPT 8 REACT OOEF 1. .30 .00 .000 8. .00 .110 .00172 REACT CORP 2. .30 .00 .000 S. .00 .110 .00098 REACT COEF 3. .30 .00 .000 S. .00 .110 .00073 REACT CORP 4. .30 .00 .000 S. .00 .110 .00036 ENDATA6 0. .00 .00 .000 0. .00 .000 .00000 0 $$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$ CARD TYPE REACH CXNH2 SSTNH2 CXNH3 SNH3 CKNO2 CKPORG SETPORG SPO4 N AND P CORP 1. .00 .00 .30 .00 .00 .00 .00 .00 N AND P CORP 2. .00 .00 .30 .00 .00 .00 .00 .00 N AND P CORP 3. .00 .00 .30 .00 .00 .00 .00 .00 N AND P CORP 4. .00 .00 .30 .00 .00 .00 .00 .00 ENDATA6A 0. .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) SSS CARD TYPE REACH ALPHAO ALGSET EXCOEF CR5 CRANC SETANC SRCANC CRCOLI ALG/OTHER CORP 1. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER COEF 2. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER COEF 3. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER CORP 4. 15.00 .00 .01 .00 .00 .00 .00 ENDATA6B 0. .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$ CARD TYPE REACH TEMP D.O. BOD CH-1 CM-2 CM-3 ANC COLI INITIAL COND-1 1. 82.40 6.80 2.00 .00 .00 .00 .00 .00 INITIAL COND-1 2. 82.40 6.80 2.00 .00 .00 .00 .00 .00 INITIAL COND-1 3. 82.40 6.80 2.00 .00 .00 .00 .00 .00 INITIAL COND-1 4. 82.40 6.80 2.00 .00 .00 .00 .00 .00 ENDATA7 0. .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND PHOSPHORUS) SSS CARD TYPE REACH CHL-A ORG-N NH3-N R02-N R03-N ORG-P DIS-P INITIAL COND-2 1. .00 .00 .22 .00 .00 .00 .00 INITIAL CCND-2 2. .00 .00 .22 .00 .00 .00 .00 INITIAL COND-2 3. .00 .00 .22 .00 .00 .00 .00 INITIAL COND-2 4. .00 .00 .22 .00 .00 .00 .00 END MA 0. .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 8 (INMUMENTAL INFLOW CONDITIONS) $$$ CARD TYPE REACH FLOW Tme D.O. BOD CN-1 CM-2 CM-3 ANC COLI INCR INFLOW-1 1. .000 .00 .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 2. .COD .00 .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 3. .000 .00 .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 4. .000 .00 .00 .00 .00 .00 .00 .00 .00 ENDATAS 0. .000 .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE SA (IHCRBNEKTAL INFLOW CONDITIONS FOR CHLOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL A ORG-N NH3-N R02-N R03-N ORG-P DIS-P t C INCR INFLOW-2 1. .00 .00 .00 .00 .00 .00 .00 c INCR INFLOW-2 2. .00 .00 .00 .00 .00 .00 .00 i INCR INFLOW-2 3. .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-2 4. .00 .00 .00 .00 .00 .00 .00 ENDATABA 0. .00 .00 .00 .00 .00 .00 .00 D $$$ DATA TYPE 9 (STREAM JUNCTIONS) SSS CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION TRIB ENDATA9 0. 0. 0. 0. 0 $$$ DATA TYPE 10 (HEADWATER SOURCES) $$$ CARD TYPE HDWTR NAME FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER HEADWTR-1 1. THIRD CREEK 9.80 82.40 6.40 2.00 .00 .00 .00 ENDATA10 0. .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN, PHOSPHORUS, COLIFORM AND SELECTED NON -CONSERVATIVE CONSTIT[181iT) SSS CARD TYPE HDWTR ANC COLI CHL A ORG-N NH3-N NO2-N R03-N ORG-P DIS-P ORDER HBADWTR-2 1. .00 .00 .00 .00 .22 .00 .00 .00 .00 ENDATAIOA 0. .00 .00 .00 .00 .00 .00 .00 .Oo .00 D SSS DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) SSS POINT CARD TYPE LOAD NAME EFF FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER POINTED=1 1. STATESVILLE .00 6.20 82.40 5.00 45.00 .00 .00 .00 ENDATAII 0. .00 .00 .00 .00 .00 .00 .00 .00 0 SSS DATA 'TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYL?+ A, NITROGEN, PHOSPHORUS, COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$ POINT CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N R02-N NO3-N ORG-P DIS-P ORDER POINTED-2 1. .00 .00 .00 .00 4.00 .00 .00 .00 .00 ENDATA13A 0. .00 .00 .00 .00 .00 .00 .00 .00 .00 D $$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$ DAM RCH ME ADM BDAM FRAM HDAM ENDATA12 0. 0. 0. .00 .00 .00 .00 0 SSS DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$ CARD TYPE TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI DOWNSTREAM BOUNDARY-1 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED ENDATAI3 0 $$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $SS CARD TYPE CHL A ORG-N NH3-N NO2 A N93-N ORG-P DIS-P DOWNSTREAM BOUNDARY-2 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED MMATA13 1 STREAM QUALITY SIMULATION OUTPUT PAGE HU14M 1 QUAL-29 STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION ***** STEADY STATE SIMULATION ***** ** HYDRAULICS SUMMARY ** ELB RCS ELE BEGIN END POINT INCH TRVL BOTTOM X-SECT DSPRSN ORD NUM NUM LOC LOC FLOW SR CS FLOW VEL TIME DEPTE WIDTH VOLUME AREA AREA COS MILE MILS CFO CFO CPS FPS DAY FT FT R-FT-3 R-FT-2 FT-2 FT-2/8 1 1 1 20.00 19.50 9.80 .00 .00 .404 .076 1.117 21.735 64.10 63.28 24.28 .30 2 1 2 19.50 19.00 9.80 .00 .00 .404 .076 1.117 21.735 64.10 63.28 24.28 .30 3 1 3 19.00 18.50 16.00 6.20 .00 .491 .062 1.499 21.735 86.01 65.30 32.58 .47 4 1 4 18.50 18.00 16.00 .00 .00 .491 .062 1.499 21.735 86.01 65.30 32.58 .47 5 2 1 18.00 17.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 6 2 2 17.50 17.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 7 2 3 17.00 16.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 6 2 4 16.50 16.00 16.00 .00 .00 .409 .075 1.499 26.062 103.21 76.77 39.10 .39 9 2 5 16.00 15.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 10 2 6 15.50 15.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 it 2 7 15.00 14.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 12 2 8 14.50 14.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 13 2 9 14.00 13.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 14 2 10 13.50 13.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 15 2 11 13.00 12.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 16 2 12 12.50 12.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 17 2 13 22.00 11.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 18 2 14 11.50 11.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 19 2 15 11.00 10.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 20 2 16 10.50 10.00 16.00 .00 .00 .409 .075 1.499 26.062 103.21 76.77 39.10 .39 21 2 17 10.00 9.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 22 2 18 9.50 9.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 23 2 19 9.00 8.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 24 3 1 8.50 8.00 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 25 3 2 8.00 7.50 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 26 3 3 7.50 7.00 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 27 3 4 7.00 6.50 26.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 28 3 5 6.50 6.00 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 29 4 1 6.00 5.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 30 4 2 5.50 5.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 31 4 3 5.00 4.50 26.00 .00 .00 .300 .102 1.499 .35.567 140.75 101.81 53.32 .29 32 4 4 4.50 4.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 33 4 5 4.00 3.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 34 4 6 3.50 3.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 35 4 7 3.00 2.50 '16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.32 .29 36 4 8 2.50 2.00 16.00 .00 .00 .300 .102 1.499 33.567 140.75 101.81 53.31 .29 37 4 9 2.00 1.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 38 4 10 1.50 1.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 39 4 11 1.00 .50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 1 STREAM QUALITY SIMULATION QUAL-2E STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** OUTPUT PAGE NUMBER 2 EPA/NCASI VERSION **CLIMATOLOGY - HEAT BALANCE SUMMARY** `f COMPONENTS OF 88 DRAT BALANCE (BTU/PT-2) 8LB RCS ELE BEGIN END ELEV DUST CLOUD D BLS W BLB ATM WIND OTHER SOLAR L WAVE W SURF COND EVAP NET ORD NUM NUM LOC LOC TEMP TEMP PRSR ATM BACK R DEAT MILE MILS FT DEG-F DEG-F IN -DO FT/8 HS SA D8 8C BE BN 1 1 1 20.00 19.50 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 2 1 2 19.50 19.00 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 3 1 3 19.00 10.50 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 4 1 4 18.50 18.00 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 5 2 1 18.00 17.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 6 2 2 17.50 17.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 7 2 3 17.00 16.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 8 2 4 16.50 16.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 9 2 5 16.00 15.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 10 2 6 15.50 15.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 11 2 7 15.00 14.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 12 2 8 14.50 14.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 13 2 9 14.00 13.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 14 2 10 13.50 13.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 15 2 it 13.00 12.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 16 2 12 12.50 12.00 700.0 .00 .00 .00 .00 2.00 .00 .0 46.0 -145.3 .0 .0 -99.3 17 2 13 12.00 11.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 18 2 14 11.50 11.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 19 2 15 11.00 10.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 20 2 16 10.50 10.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 21 2 17 10.00 9.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 22 2 16 9.50 9.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 23 2 19 9.00 8.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 24 3 1 8.50 8.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 25 3 2 6.00 7.50 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 26 3 3 7.50 7.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 27 3 4 7.00 6.50 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 28 3 5 6.50 6.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 29 4 1 6.00 5.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 30 4 2 5.50 5.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 31 4 3 5.00 4.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 32 4 4 4.50 4.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 33 4 5 4.00 3.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 34 4 6 3.50 3.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 35 4 7 3.00 2.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 36 4 8 2.50 2.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 37 4 9 2.00 1.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 38 4 10 1.50 1.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 39 4 11 1.00 .50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 1 STREAM QUALITY SIMULATION QUAL-2E STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** ** REACTION COEFFICIENT SUMMARY ** OUTPUT PAGE NUMBER 3 EPA/NCASI VERSION RCH Y.LB DO R2 OXYGN BOD BOD SOD ORGH CRON NH3 NH3 NO2 CROP ORGP DISP COLI ANC ARC ARC .c NUM NUM SAT OPT REAIR DECAY SETT RATS DECAY .SETT DECAY SRCS DECAY DECAY SETT SRCE DECAY DECAY SETT SRCS MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1 1 7.83 8 7.98 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 2 7.83 8 7.98 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 3 7.83 8 8.84 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 4 7.83 8 9.71 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 1 7.83 8 7.16 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 2 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 3 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 4 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 5 7.63 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 6 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 7 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 8 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 9 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 10 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 11 7.83 6 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 12 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 13 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 14 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 15 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 16 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 17 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 18 7.03 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 19 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 1 7.83 8 3.86 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 2 7.83 8 3.10 .43 .00 .00 .00 .00 .57 _ .00 .00 .00 .00 .00 .00 .00 .00 .00 3 3 7.83 8 3.10 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 4 7.83 8 3.10 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 5 7.83 8 3.10 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 1 7.83 8 2.17 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 2 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 3 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 4 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 5" 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 6 7.83 6 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 7 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 8 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 9 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 10 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 11 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 4 QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION ***** STEADY STATE SIMULATION ***** +�* WATER QUALITY VARIABLES ** WE =3 CM-1 CM-2 CM-3 ANC HUM NUtim Tme DO SOD ORGH N83H NO2H RO3N SUM-N ORGP DIS-P SUM-P COLI CWl . DEG--F MG/L MG/L MG/L MG/L MG/L MG/L MG/L Man MG/L MG/L I/100ML UO/L 1 1 82.40 .00 .00 .00 6.88 1.94 .00 .21 .01 .00 .22 .00 .00 .00 .00 .00 .00 1 2 82.40 .00 .00 .00 7.18 1.88 .00 .20 .02 .00 .22 .00 .00 .00 .00 .00 .00 1 3 82.40 .00 .00 .00 6.41 18.16 .00 1.62 .06 .00 1.68 .00 .00 .00 .00 .00 .00 1 4 82.40 .00 .00 .00 6.53 17.68 .00 1.57 .12 .00 1.68 .00 .00 .00 .00 .00 .00 2 1 62.40 .00 .00 .00 6.48 17.17 .00 1.51 .18 .00 1.68 .00 .00 .00 .00 .00 .00 2 2 02.40 .00 .00 .00 6.27 16.63 .00 1.45 .24 .00 1.68 .00 .00 .00 .00 .00 .00 2 3 62.40 .00 .00 .00 6.13 16.11 .00 1.39 .30 .00 1.68 .00 .00 .00 .00 .00 .00 2 4 62.40 .00 .00 .00 6.04 15.61 .00 1.33 .35 .00 1.68 .00 Co. .00 .00 .00 .00 2 5 82.40 .00 .00 .00 6.00 15.12 .00 1.28 .41 .00 1.68 .00 .00 .00 .00 .06 .00 2 6 82.40 Co. .00 .00 5.98 14.64 .00 1.23 .46 .00 1.68 .00 .00 .00 .00 .00 .00 2 7 82.40 .00 .00 .00 5.99 14.19 .00 1.18 .51 .00 1.68 .00 .00 .00 .00 .00 .00 2 8 82.40 .00 .00 .00 6.00 13.74 .00 1.13 .56 .00 2.68 .00 .00 .00 .00 .00 .00 2 9 82.40 .00 .00 .00 6.03 13.31 .00 1.08 .60 .00 1.68 .00 .00 .00 .00 .00 .00 2 10 62.40 Co. .00 .00 6.07 12.89 .00 1.04 .65 .00 1.68 .00 .00 .00 .00 .00 .00 2 11 82.40 .00 .00 .00 6.11 12.49 .00 1.00 .69 .00 1.68 .00 .00 .00 .00 .00 .00 2 12 82.40 .00 .00 .00 6.16 12.30 .00 .96 .73 .00 1.68 .00 .00 .00 .00 .00 .00 2 13 82.40 .00 .00 .00 6.20 11.72 .00 .92 .77 .00 1.68 .00 .00 .00 .00 .00 .00 2 14 82.40 .00 .00 .00 6.25 11.35 .00 .88 .80 .00 1.60 .00 .00 .00 .00 .00 .00 2 15 82.40 .00 .00 .00 6.30 11.00 .00 .84 .84 .00 1.68 .00 .00 .00 .00 .00 .00 2 16 82.40 .00 .00 .00 6.35 10.65 .00 .81 .88 .00 1.68 .00 .00 .00 .00 .00 .00 2 17 82.40 .00 .00 .00 6.39 10.32 .00 .78 .91 .00 1.68 .00 .00 .00 .00 .00 .00 2 16 82.40 .00 .00 .00 6.44 9.99 .00 .75 .94 .00 1.68 .00 .00 .00 .00 .00 .00 2 19 82.40 .00 .00 .00 6.48 9.68 .00 .71 .97 .00 1.68 .00 .00 .00 .00 .00 .00 3 1 82.40 .00 .00 .00 6.47 9.36 .00 .68 1.00 .00 1.68 .00 .00 .00 .00 .00 .00 3 2 82.40 .00 .00 .00 6.41 9.04 .00 .65 1.03 .00 1.68 .00 .00 .00 .00 .00 .00 3 3 82.40 .00 .00 .00 6.37 8.73 .00 .62 1.06 .00 1.68 .00 .00 .00 .00 .00 .00 3 4 82.40 .00 .00 .00 6.35 0.42 .00 .60 1.09 .00 1.68 .00 .00 .00 .00 .00 .00 3 5 82.40 .00 .00 .00 6.35 8.13 .00 .57 1.12 .00 1.68 Co. .00 .00 .00 .00 .00 4 1 82.40 .00 .00 .00 6.25 7.82 .00 .54 1.14 .00 1.68 .00 .00 .00 .00 .00 .00 4 2 82.40 .00 .00 .00 6.05 7.49 .00 .51 1.17 .00 1.68 .00 .00 .00 .00 .00 .00 4 3 82.40 .00 .00 .00 5.88 7.17 .00 .48 1.20 .00 1.68 .00 .00 .00 .00 .00 .00 4 4 82.40 .00 .00 .00 5.75 6.87 .00 .46 1.23 .00 1.68 .00 Co. .00 .00 .00 .00 4 5 82.40• .00 .00 .00 5.65 6.58 .00 .43 1.25 .00 1.60 .00 .00 .00 .00 .00 .00 4 6 02.40 .00 .00 .00 5.57 6.30 .00 .41 1.28 .00 1.68 .00 .00 .00 .00 .00 .00 4 7 82.40 Co. .00 .00 5.52 6.04 .00 .39 1.30 .00 1.68 .00 AD .00 .00 .00 .00 4 6 82.40 .00 .00 .00 5.49 5.78 .00 .37 1.32 .00 1.68 .00 .00 .00 .00 .00 .00 4 9 82.40 .00 .00 .00 5.47 5.54 .00 .35 1.34 .00 1.68 .00 .00 .00 .00 .00 .00 4 10 82.40 .00 .00 .00 5.47 5.30 .00 .33 1.36 .00 1.68 .00 .00 .00 .00 .00 .00 4 it 82.40 .00 .00 .00 5.48 5.08 .00 .31 1.38 .00 1.68 .00 .00 .00 .00 .00 .00 1 STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 5 QUAL-29 STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION ***� STEADY STATE SIMULATION ***** •* DISSOLVED OXYGEN DATA �* COMPONENTS OF DISSOLVED O)MGEN MASS BALANCE (MCA -DAY) ELE RCS ELE DO DO DAM MIT ORD NUM NUM TEMP SAT DO DEF INPUT INEIB F-FNCTN OXrGN NET i DEG-F MG/L MG/L MG/L MG/L FACT INPUT RSaIR C-BOD SOD P-R H83 P B02-N 1 1 1 82.40 7.83 6.88 .95 .00 1.00 84.55 7.57 -.84 .00 .00 -.41 .00 2 1 2 82.40 7.83 7.18 .65 .00 1.00 .00 5.18 -.81 .00 .00 -.39 .00 3 1 3 82.40 7.83 6.41 1.41 .00 1.00 31.14 12.50 -7.87 .00 .00 -3.16 .00 4 1 4 82.40 7.83 6.53 1.30 .00 1.00 .00 12.59 -7.66 .00 .00 -3.06 .00 5 2 1 62.40 7.83 6.48 1.35 .00 2.00 .00 9.65 -7.44 .00 .00 -2.94 .00 6 2 2 82.40 7.83 6.27 1.56 .00 1.00 .00 7.19 -7.21 .00 .00 -2.82 .00 7 2 3 82.40 7.83 6.13 1.70 .00 1.00 .00 7.83 -6.98 .00 .00 -2.71 .00 8 2 4 82.40 7.83 6.04 1.78 .00 1.00 .00 8.22 -6.76 .00 .00 -2.60 .00 9 2 5 82.40 7.83 6.00 1.83 .00 1.00 .00 8.43 -6.55 .00 .00 -2.49 .00 30 2 6 82.40 7.03 5.98 1.85 .00 1.00 .00 8.51 -6.35 .00 .00 -2.39 .00 11 2 7 82.40 7.83 5.99 1.84 .00 1.00 .00 8.49 -6.15 .00 .00 -2.29 .00 12 2 8 82.40 7.83 6.00 1.82 .00 1.00 .00 8.40 -5.95 .00 .00 -2.20 .00 13 2 9 82.40 7.83 6.03 1.79 .00 1.00 .00 8.27 -5.77 .00 .00 -2.11 .00 14 2 10 82.40 7.83 6.07 1.76 .00 1.00 .00 8.10 -5.59 .00 .00 -2.02 .00 15 2 11 82.40 7.83 6.11 1.72 .00 1.00 .00 7.91 -5.41 .00 .00 -1.94 .00 16 2 12 82.40 7.83 6.16 1.67 .00 1.00 .00 7.70 -5.24 .00 .00 -1.86 .00 17 2 13 82.40 7.83 6.20 1.62 .00 1.00 .00 7.49 -5.08 .00 .00 -1.79 .00 18 2 14 82.40 7.83 6.25 1.58 .00 1.00 .00 7.27 -4.92 .00 .00 -1.71 .00 19 2 15 82.40 7.83 6.30 1.53 .00 1.00 .00 7.05 -4.76 .00 .00 -1.64 .00 20 2 16 82.40 7.83 6.35 1.48 .00 1.00 .00 6.83 -4.62 .00 .00 -1.58 .00 21 2 17 82.40 7.83 6.39 1.44 .00 1.00 .00 6.61 -4.47 .00 .00 -1.51 .00 22 2 18 82.40 7.83 6.44 1.39 .00 1.00 .00 6.40 -4.33 .00 .00 -1.45 .00 23 2 19 82.40 7.83 6.48 1.34 .00 1.00 .00 6.19 -4.19 .00 .00 -1.39 .00 24 3 1 82.40 7.83 6.47 1.36 .00 1.00 .00 5.23 -4.06 .00 .00 -1.33 .00 25 3 2 02.40 7.83 6.41 1.42 .00 1.00 .00 4.41 -3.92 .00 .00 -1.27 .00 26 3 3 82.40 7.83 6.37 1.46 .00 1.00 .00 4.53 -3.78 .00 .00 -1.22 .00 27 3 4 82.40 7.83 6.35 1.48 .00 1.00 .00 4.59 -3.65 .00 .00 -1.16 .00 28 3 5 82.40 7.83 6.35 1.48 .00 1.00 .00 4.60 -3.52 .00 .00 -1.11 .00 29 4 1 82.40 7.03 6.25 1.58 .00 1.00 .00 3.42 -3.39 .00 .00 -1.05 .00 30 4 2 82.40 7.03 6.05 1.78 .00 1.00 .00 2.21 -3.25 .00 .00 -1.00 .00 31 4 3 82.40 7.83 5.88 1.95 .00 1.00 .00 2.42 -3.11 .00 .00 -.94 .00 32 4 4 82.40 7.83 5.75 2.08 .00 1.00 .00 2.58 -2.98 .00 .00 -.89 .00 33 4 5 02.40 7.83 5.65 2.1E .00 1.00 .00 2.71 -2.85 Co. .00 -.84 .00 34 4 6 82.40 7.83 5.57 2.25 .00 1.00 .00 2.80 -2.73 .00 .00 -.80 .00 35 4 7 82.40 7.83 5.52 2.31 .00 1.00 .00 2.86 -2.62 .00 .00 -.75 .00 36 4 8 82.40 7.83 5.49 2.34 .00 1.00 .00 2.90 -2.50 .00 .00 -.71 .00 37 4 9 82.40 7.83 5.47 2.35 .00 1.00 .00 2.92 -2.40 .00 .00 -.67 .00 38 4 10 82.40 7.83 5.47 2.35 .00 1.00 .00 2.92 -2.30 .00 .00 -.64 .00 39 4 11 82.40 7.03 5.48 2.34 .00 1.00 .00 2.91 -2.20 .00 .00 -.60 .00 1 DISSOLVED OXYGEN ( MG /L) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 20.0++t.ttt+tt++++t++++t+++++t+t+++++tt+++t++++++ttt++++++t*+t++++++t+++++++t++t+t+tt + + + + + + + * + + + + R t * + + * t I + * + t * t V + * + + * + R 15.0 +++++ * +++++ 1 � + s • R + * + + * + M + * + I ♦ * + + * + L 10.0 +++++ * ♦♦♦++ + * + 8 + * + + * + + * t + * + + * + + * + + * + 5.0 +++♦+ * tt+++ + * + + . * + ♦ . * + + +• + + + + * + + + + + ♦ . + + + ♦ * ♦ ♦ + + + + • ♦ ♦ ♦ t * + t + + 1.0++++++++.++++♦++♦++++++++++++t+t++++++t++++*+t++++++++++++t+++t+++++++++++♦++++++ 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 BIOCERMI CAL OXYGEN DEMAND ( MG/L ) DISSOLVED OXYGEN 0 BIOCHEMICAL OXYGEN DEMAND • . Qm-II statesville 39 6 0 0 0 0 1 0 0 0 1 1 1 1 1 0 BOD ORGN AM= NIIN NIAN DO MG/L MG/L MG/L MG/L MG/L MG/L 20.000 1.936 .211 .000 .009• .000 6.879 19.500 1.879 .203 .000 .018 .000 7.179 19.000 18.158 1.624 .000 .061 .000 6.414 18.500 17.681 1.56E .000 .116 .000 6.531 18.000 17.172 1.510 .000 .175 .000 6.480 17.500 16.634 1.448 .000 .237 .000 6.268 17.000 16.113 1.389 .000 .295 .000 6.129 16.500 25.608 1.333 .000 .352 .000 6.044 16.000 15.118 1.279 .000 .406 .000 5.998 15.500 14.645 1.227 .000 .458 .000 5.981 15.000 14.186 1.177 .000 .508 .000 5.985 14.500 13.741 1.129 .000 .556 .000 6.004 14.000 13.310 1.083 .000 .602 .000 6.033 13.500 12.893 1.039 .000 .646 .000 6.070 13.000 12.489 .997 .000 .688 .000 6.111 0 • s 12.500 12.098 .956 .000 .729 .000 6.156 d.000 11.719 .917 .000 .768 .000 6.203 11.500 11.351 .880 .000 .805 .000 6.250 11.000 10.996 .844 .000 .841 .000 6.298 10.500 10.651 .810 .000 .875 .000 6.346 10.000 10.317 .777 .000 .908 .000 6.393 9.500 9.994 .745 .000 .940 .000 6.439 9.000 9.681 .715 .000 .970 .000 6.484 8.500 9.362 .684 .000 1.000 .000 6.471 8.000 9.038 .654 .000 1.031 .000 6.407 7.500 8.726 .624 .000 1.060 .000 6.368 7.000 8.424 .596 .000 1.088 .000 6.349 6.500 8.133 .570 .000 1.115 .000 6.346 6.000 7.820 .541 .000 1.144 .000 6.252 5.500 7.490 .512 .000 1.173 .000 6.045 5.000 7.174 .484 .000 1.201 .000 5.879 4.500 6.870 .457 .000 1.228 .000 5.748 4.000 6.580 .4321 .000 1.253 .000 5.648 3.500 6.302 .409' .000 1.276 .000 5.574 3.000 6.036 .386 .000 1.298 .000 5.522 2.500 5.781 .365 .000 1.320 .000 5.490 2.000 5.536 .345 .000 1.340 .000 5.475 1.500 5.303 .326 .000 1.358 .000 5.474 1.000 5.079 .308 .000 1.376 .000 5.485 777C 01 Statesville TITLEOa third creek TITLE03 NO CONSERVATIVE !MINERAL I TITLE04 NO CONSERVATIVE MINERAL II TIME05 NO CONSERVATIVE MINERAL III TITL806 NO TEMPERATURE TITLE07 YES BIOCHEMICAL OXYGEN DEMAND (ULTIMATE) TITLB08 NO ALGAE AS CHL-A IN UG/L TITLR09 NO PHOSPHORUS CYCLE AS P IN MG/L TITLEIO NO (ORGANIC-P; DISSOLVED-P) TITL811. YES NITROGEN CYCLE AS N IN MG/L TITLRI2 NO (ORGANIC-N; MMHIA-N; NITRITE-N; NITRATE-N); TITLEI3 YES DISSOLVED OXYGEN IN MG/L TITLRI4 NO FECAL COLIFORMS IN NO./100 ML TrAH15 NO ARBITRARY NON -CONSERVATIVE ENDTITLE LIST DATA INPUT NO WRITE OPTIONAL SUMMARY NO FLOW AUGMENTATION STEADY STATE NO TRAPEZOIDAL X-SECTIONS NO PRINT SOLAR/LCD DATA PLOT DO AND DOD FIXED DOWNSTREAM CONC 0.0 5-D ULT BCD CONY K COEF - 0.0 INPUT METRIC 0.0 OUTPUT METRIC 0.0 NUMBER OF REACHES = 4.0 NUMBER OF JUNCTIONS - 0.0 NUM OF HEADWATERS = 1.0 NUMBER OF POINT LOADS - 1.0 TIME STEP (HOURS) - 20. LNTH COMP ELEMENT (DX)- 0.50 MAXIMUM ITERATIONS = 20. TIME INC. FOR RPT2 (HRS)- 2.0 LATITUDE OF BASIN (DEG) - 33.0 LONGITUDE OF BASIN (DEG)- 82.0 STANDARD MERIDIAN (DEG) - 0.0 DAY OF YEAR START TIME - 0.0 EVAP. COEFF. (AR) - 0.0 EVAP. cos". (BE) - 0.0 ELRV. OF BASIN (ELRV) - 700. DUST ATTENUATION COEF. - 0.0 INDATA1 O UPTAKE BY NH3 OXID(MG WHO N)- 3.430 O UPTAKE BY H02 OXID(MG O/MG N)- 1.140 D PROD BY ALGAE (MG O/MG A) - 0.0 O UPTAKE BY ALGAE (MG O/MG A) - 0.0 N CONTENT OF ALGAE (MG N/MG A) - 0.0 P CONTENT OF ALGAE (MG P/MG A) - 0.0 MA MAX SPEC GROWTH RATE(1/DAY)- 0.0 ALGAE RESPIRATION RATE (I/DAY) - 0.0 N HALF SATURATION CONST (MG/L),- 0.0 P HALF SATURATION CONST (MG/L) - 0.0 LIN ALG SHADE CO (1/9-UGCHA/L) - 0.0 NLIN SHADE (I-H-(UGCHA/L)**2/3)- 0.0 LIGHT FUNCTION OPTION (LPNOPT) - 0.0 LIGHT SATURATION COEF (INT/MIN)= 0.0 DAILY AVERAGING OPTION (LAVOPT)- 0.0 LIGHT AVERAGING FACTOR (AFACT) - 0.0 NUMBER OF DAYLIGHT HOURS (DLH)'- 0.0 TOTAL DAILY SOLAR ILIUM (INT) - 0.0 ALGY GROWTH CALC OPTION(LGROPT)- 0.0 ALGAL PREP FOR N83-N (PREFN) - 0.0 ALG/TEMP SOLR RAD FACTOR(TFACT)- 0.0 NITRIFICATION INHIBITION COEF - 0.0 ENDAMA ENDATAIB STREAM REACH . 1.ORCH-FIRST FROM 20. TO 18.0 STREAM REACH 2.0RCH-SECOND FROM 18.0 TO 8.50 STREAM REACH 3.0RCH-THIRD FROM 8.50 TO 6.0 STREAM REACB 4.ORCH=FOURTHFROM 6.0 TO 0.50 BNDATA2 FLOW AUGMT SOURCES RCH- 1.0 0. 0.0 FLOW AUGMT SOURCES RCH- 2.0 0. 0.0 FLOW AUGMT SOURCES RCH- 3.0 0. 0.0 FLOW AUGMT SOURCES RCH- 4.0 0. 0.0 BNDATA3 FLAG FIELD RCH- 2.0 4. 1.2.6.2. FLAG FIELD RCH- 2.0 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD RCH- 3.0 S. 2.2.2.2.2. J-�-� v Mc- Q L 1) C- b o a.o S ci 1 3 c) 13 - Sbo - • t FLAG FIELD RCH- 4.0 11. 2.2.2.2.2.2.2.2.2.2.3. t MAW HYDRAULICS RCS- 1.0 5.930 0.1620 0.40 0.2840 0.60 0.030 BYDRAULICS RCS- 2.0 5.930 0.1350 0.40 0.2840 0.60 0.030 HYDRAULICS RCH- 3.0 5.930 0.1220 0.40 0.2840 0.60 0.030 BYDRAULICS RCH- 4.0 5.930 0.0990 0.40 0.2840 0.60 0.030 ENDATA5 '1WACD RCH- 1.0 735.0 0.0 0.0 0.0 0.0 1.0 0.0 ZW/LCD RCH- 2.0 700. 0.0 0.0 0.0 0.0 1.0 0.0 TENP/LCD RCH- 3.0 675.0 0.0 0.0 0.0 0.0 1.0 0.0 TBMP/LCD ROB- 4.0 665.0 0.0 0.0 0.0 0.0 1.0 0.0 ENDATASA REACT COEF ROB- 1.0 0.30 0.0 0.0 8.0 0.0 0.1100.001720 REACT COSF RCH- 2.0 0.30 0.0 0.0 8.0 0.0 0.1100.000980 REACT COEF RCB- 3.0 0.30 0.0 0.0 8.0 0.0 0.1100.000730 REACT CORP RCS- 4.0 0.30 0.0 0.0 8.0 0.0 0.1100.000360 BHDATA6 N AND P COW RCH- 1.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P CORP RCH- 2.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 B AND P COEF RCH- 3.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 B AND P COSF RCB- 4.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 ENDATA6A ALG/OTM COEF RcB- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTHER CORP RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTHER COEF RCH- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTMR COEF RCH- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 BNDATA6B INITIAL COND-1 RCS- 1.0 82.40 6.80 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCS- 2.0 82.40 6.60 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCS- 3.0 82.40 6.80 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL+ COND-1 RCH- 4.0 82.40 6.00 2.0 0.0 0.0 0.0 0.0 0.0 MMATA7 INITIAL, COND-2 RCH- 1.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 INITIAL COND-2 RCB- 2.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 INITIAL. COND-2 RCH- 3.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 INITIAL COND-2 RCH- 4.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 ENDATA7A INCR INFLOW-1 RCH- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCH- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCS- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENDATAB INCR INFLOW-2 RCS- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCB- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCH- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENDATABA BNDATA9 BMWT'R-1 BMW- 1.OTSIRD CREEK 9.80 82.40 6.40 2.0 0.0 0.0 0.0 ENDATA10 BEADWTR-2 SDW- 1.0 0.0 0.0 0.0 0.0 0.220 0.0 0.0 0.0 0.0 BNDATAIOA POINTLD-1 Pm- 1.0STATESVIL.LB 0.0 6.20 82.40 5.0 45.0 0.0 0.0 0.0 ENDATAll POIHTLD-2 PTL- 1.0 0.0 0.0 0.0 0.0 13.0 0.0 0.0 0.0 0.0 ZNDATAI1A ENDATAI2 DOWNSTREAM BOUNDARY-1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MMATA13 DOWNSTREAM BOUNDARY-2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MMMMI3 BEGIN RCH 1 .. PLOT RCH 1 2 3 4 1 * * * QUAL-2E STREAM QUALITY ROUTING MODEL * * * EPA/NCASI VERSION * * * 0 $$$ (PROBLEM TITLES) $SS CARD TYPE QUAL-23 PROGRAM TITLES TITLE01 statesville TITLE02 third creek TITLE03 NO CONSERVATIVE MINERAL I TITLE04 NO CONSERVATIVE MINERAL II TITLB05 NO CONSERVATIVE MINERAL III 17=06 NO TEMP TITLE07 YES BIOCHEMICAL OXYGEN DEMAND (ULTIMATE) TITLE08 NO ALGAE AS CHL A IN UG/L TITLE09 NO PHOSPHORUS CYCLE AS P IN MG/L TIME10 NO (ORGANIC-P; DISSOLVED-P) TITLEII YES NITROGEN CYCLE AS N IN MG/L TITLEI2 NO (ORGANIC-N; AMKONIA-N; NITRITE-N; NITRATE-N); TITLEI3 YES DISSOLVED OXYGEN IN MG/L TITLEI4 NO FECAL COLIFORMS IN NO./100 ML TITLEI5 NO ARBITRARY NON -CONSERVATIVE ENDTITLE 0 $$$ DATA TYPE 1 (CONTROL DATA) $SS CARD TYPE CARD TYPE LIST DATA INPUT .00000 .00000 NO WRITE OPTIONAL SUMMARY .00000 .00000 NO FLOW AUGMENTATION .00000 .00000 STEADY STATE .00000 .00000 NO TRAPEZOIDAL X-SECTIONS .00000 .00000 NO PRINT SOLAR/LCD DATA .00000 .00000 PLOT DO AND BOD .000OO .00000 FIX® DOWNSTREAM CONC .00000 5-D ULT BOD CONV X CORP - .23000 INPUT METRIC .00000 OUTPUT METRIC .00000 NUMBER OF REACHES = 4.00000 NUMBER OF JUNCTIONS = .00000 HUM OF HEADWATERS - 1.00000 NUMBER OF POINT LOADS = 1.00000 TIME STEP (HOURS) = 20.00000 LNTH COMP ELEMENT (DX)- .50000 .MAXIMUM ITERATIONS = 20.00000 TIME INC. FOR RPT2 (HRS)- 2.00000 LATITUDE OF BASIN (DEG) - 33.00000 LONGITUDE OF BASIN (DEG)- 82.00000 STANDARD MERIDIAN (DEG) - .00000 DAY OF YEAR START TIME - .00000 SM. COEFF. (AV) _ .00000 EVAP. cos". (BE) _ .00000 ELEV. OF BASIN (ELEV) = 700.00000 DUST ATTENUATION CORP. - .00000 ENDATAI .00000 .00000 0 $$$ DATA TYPE IA (ALGAE PRODUCTION AND NITROGEN OXIDATION CONSTANTS) SSS CARD TYPE CARD TYPE O UPTAKE BY NH3 OXID(MG O/MG N)- 3.4300 0 UPTAKE BY R02 0XID(MG O/MG N)- 1.1400 O PROD BY ALGAE (MG O/MG A) _ .0000 0 UPTAKE BY ALGAE (MG O/MG A) - .0000 N CONTENT OF ALGAE (MG N/MG A) - .0000 P CONTENT OF ALM (MG WHO A) - .0000 ALG MAX SPEC GROWTH RATE(1/DAY)- .0000 ALGAE RESPIRATION RATE (1/DAY) - .0000 N HALF SATURATION CONST (MG/L) - .0000 P HALF SATURATION CONST (MG/L) - .0000 LIN ALG SHADE CO (1/FT-UGCHA/L-) .0000 HLIN SHADE(1/FT-(UGCHA/L)**2/3)- .0000 LIGHT FUNCTION OPTION (LFNOPT) - .0000 LIGHT SATIN COEF (BTU/FT2-MIN) - .0000 DAILY AVERAGING OPTION (LAVOPT)- .0000 LIGHT AVERAGING FACTOR (AFACT) - .0000 NUMBER OF DAYLIGHT HOURS (DLH) - .0000 TOTAL DAILY SOLR RRD (BTU/FT-2)- .0000 ALGY GROWTH CALC OPTION(LGROPT)- .0000 ALGAL PREP FOR NH3-N (PREEN) - .0000 ALG/TEMP SOLR RAD FACTOR(TFACT)- .0000 NITRIFICATION INHIBITION COEF - 10.0000 0 0 0 0 0 0 T T II ENDATAIA .0000 S$$ DATA TYPE iB (TEMPERATURE CORRECTION CONSTANTS FOR RATE COEFFICIENTS) S$S CARD TYPE RATS CODE TESTA VALUE TESTA( 1) BOD DECA 1.047 DFLT THETA( 2) BOD SETT 1.024 DFLT TESTA( 3) OXY TRAM 1.024 DFLT THETA( 4) SOD RATS 1.060 DFLT THETA( 5) ORGN DEC 1.C47 DFLT TM3TA( 6) ORGN SET 1.024 DFLT THETA( 7) NH3 DRCA 1.083 DFLT THETA( 8) NH3 SRCE 1.074 DFLT TESTA( 9) R02 DECA 1.047 DFLT TEM(10) PORG DEC 1.C47 DFLT TBETA(11) PORG SET 1.024 DFLT THETA(12) DISP SRC 1.074 DFLT THETA(13) ALG GROW 1.047 DFLT THETA(14) ALO RESP 1.047 DFLT TBETA(15) ALG SETT 1.024 DFLT TBETA(16) COLI DEC 1.047 DFLT TBETA(17) ANC DECA 1.000 DFLT TBETA(18) ANC SETT 1.024 DFLT THETA(19) ANC SRCE 1.000 DFLT ENDATAIB $$$ DATA TYPE 2 (REACH IDENTIFICATION) SSS CARD TYPE REACH ORDER AND IDENT R. KIM R. MI/XK STREAM REACH 1.0 RCH-FIRST FROM 20.0 TO 16.0 STREAM REACH 2.0 RCB-SECOND FROM 18.0 TO 8.5 STREAM REACH 3.0 RCH=THIRD FROM 8.5 TO 6.0 STREAM REACH 4.0 RCH=FOURTH FROM 6.0 TO .5 ENDATA2 .0 .0 .0 $$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $SS CARD TYPE REACH AVAIL BDWS TARGET ORDER OF AVAIL SOURCES FLOW AUGHT SOURCES 1. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGMT SOURCES 2. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGHT SOURCES 3. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGMT SOURCES 4. 0. .0' 0. 0. 0. 0. 0. 0. ENDATA.3 0. 0. .0 0. 0. 0. 0. 0. 0. $$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$ CARD TYPE REACH ELEMENTS/REACH COMPUTATIONAL FLAGS FLAG FIELD 1. 4. 1.2.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 2. 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 3. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 4. 11. 2.2.2.2.2.2.2.2.2.2.5.0.0.0.0.0.0.0.0.0. ENDATA4 0. 0. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. $$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$ CARD TYPE REACH COEF-DSPN C08FQV MGIOQV COEFQB MMVQB CMANN HYDRAULICS 1. 5.93 .162 .400 .284 .600 .030 HYDRAULICS 2. 5.93 .135 .400 .284 .600 .030 HYDRAULICS 3. 5.93 .122 .400 .284 .600 .030 HYDRAULICS 4. 5.93 .099 .400 .284 .600 .030 ENDATA5 0. .00 .000 .COO .000 .000 .000 US DATA TYPE 5A (STEADY STATE TEMPBRATilRB AND CLIMATOLOGY DATA) $$$ .0000 CARD TYPE DUST CLOUD DRY BULB WET BULB ATM SOLAR BAD `• REACH ELEVATION COEF COVER TEMP TEMP PRESSURE WIND ATTENUATION TEMP/LCD 1. 735.00 .00 .00 .00 .00 1.00 .00 1.00 TEMP/LCD 2. 700.00 .00 .00 .00 .00 1.00 .00 1.00 TBMP/LCD 3. 675.00 .00 .00 .00 .00 1.00 .00 1.00 TEMP/LCD 4. 665.00 .00 .00 .00 .00 1.00 .00 1.00 ENDATASA 0. .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION) $$$ CARD TYPE REACH K1 K3 SOD K20PT R2 COBQK2 OR EXPQK2 RATS TSIV COEF OR SLOPE FOR OPT 8 FOR OPT 8 REACT CORP 1. .30 .00 .000 S. .00 .110 .00172 REACT CORP 2. .30 .00 .COO 8. .00 .110 .00098 REACT CORP 3. .30 .00 .000 8. .00 .110 .00073 REACT CORP 4. .30 .00 .000 8. .00 .110 .00036 BNDATA6 0. .00 .00 .000 0. .00 .coo .00000 0 $$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) SSS CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2 CKPORG SETPORG SP04 N AND P CORP 1. .00 .00 .30 .00 .00 .00 .00 .00 N AND P CORP 2. .00 .00 .30 .00 .00 .00 .00 .00 N AND P COEF 3. .00 .00 .30 .00 .00 .00 .00 .co N AND P CORP 4. .00 .00 .30 .00 .00 .00 .00 .00 ENDATA6A 0. .co .00 .co .00 .00 .00 .co .co 0 SS$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$ CARD TYPE REACH ALPHAO ALGSBT EXCOEF CKS CKANC SETANC SRCANC CKCOLI ALG/OTHER COEF 1. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER COEF 2. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER CORP 3. 25.00 .00 .01 .00 .00 .00 .00 ALG/OTHER CORP 4. 15.00 .00 .01 .00 .00 .00 .00 ENDATA6B 0. .00 .00 .00 .00 .00 .00 .00 D $$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$ CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLT INITIAL COND-1 1. 82.40 6.80 2.00 .00 .00 .00 .00 .00 INITIAL COND-1 2. 82.40 6.80 2.00 .00 .00 .00 .00 .00 INITIAL COND-1 3. 82.40 6.80 2.00 .00 .00 .00 .00 .00 INITIAL COND-1 4. 82.40 6.80 2.00 .00 .00 .00 .00 .00 ENDATA7 0. .00 .00 .00 .00 .00 .00 .co .00 D $$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL A ORG N NH3-N R02-N R03-N ORG-P DIB P INITIAL COND-2 1. .00 .00 .22 .00 .00 .00 .00 INITIAL COND-2 2. .00 .00 .22 .00 .00 .00 .00 INITIAL COND-2 3. .00 .00 .22 .00 .00 .00 .00 INITIAL COND-2 4. .00 .00 .22 .00 .00 .00 .00 ENDAMA 0. .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPH 8 (INCREMENTAL INFLOW CONDITIONS) $$$ CARD TYPE REACH FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLI INCR INFLOW-1 1. .000 .00 .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 2. .000 .00 .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 3. .000 .00 .o0 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 4. .000 .00 .00 .00 .00 .00 .00 .00 .00 ENDATAB 0. .000 .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CQ.ORQPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHLA ORG-N NH3-N R02-N X03-N ORG-P DIS P INCR INFLOW-2 1. .00 .00 .00 .00 .00 .00 .00 • INCR INFLOW-2 2. .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-2 3. .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-2 4. .00 .00 .00 .00 .00 .00 .00 ENDATASA 0. .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 9 (STREAM JUNCTIONS) SSS CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION TRIG ENDATA9 0. 0. 0. 0. 0 $SS DATA TYPE 10 (HEADWATER SOURCES) $SS CARD TYPE HDWTR NAME FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER HEADWTR-1 1. THIRD CREEK 9.80 82.40 6.40 2.00 .00 .00 .00 ENDATAIO 0. .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN, PHOSPHORUS, COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$ CARD TYPE HDWTR ANC COLI CBL-A ORG-N NH3-N NO2-N B03-N ORG P DIS-P ORDER BEADWTR-2 1. .00 .00 .00 .00 .22 .00 .00 .00 .00 EKDAUL10A 0. .00 .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$ POINT CARD TYPE LOAD NAME Epp FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER POINTLD-1 1. STATESVILLE .00 6.20 82.40 5.00 45.00 .00 .00 .00 ENDATAII 0. .00 .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN, PHOSPHORUS, COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT) SSS POINT CARD TYPE LOAD ANC COLI CHL A ORG-N N83-H R02-N UO3-N ORG-P DIS-P ORDER POINTED-2 1. .00 .00 .00 .00 13.00 .00 .00 .00 .00 ENDATA11A 0. .00 .00 .00 .00 .00 .00 .00 .00 .00 0 $$$ DATA TYPE 12 (DAM CHARACTERISTICS) $SS DAN RCH =3 ADAM BDAM FRAM HDAN E MATA12 0. 0. 0. .00 .00 .00 .00 0 $$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$ CARD TYPE TEMP D.O. BOD CM-1 CM-2 CM-3 ANC COLT DOWNSTREAM BOUNDARY-1 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED EK[U=13 0 $$$ DATA TYPE 23A (DOWNSTREAM BOUNDARY CONDITIONS-2) SSS CARD TYPE CHL-A ORG-N NH3-N NO2-N N83-N ORG-P DIS-P DOWNSTREAM BOUNDARY-2 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED ENDATAI3 1 STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 1 QUAL-29 STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION ***** STEADY STATE SIMULATION •**** 0 ** HYDRAULICS SUMMARY ** ME RCH ELE BEGIN END POINT INCR TRVL BOTTOM X-SECT DSPRSN ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH WIDTH VOLUME AREA AREA CORP MILE MILE CPS CPS CPS FPS DAY PT FT X--FT-3 X-PT-2 FT-2 FT-2/8 1 1 1 20.00 19.50 9.80 .00 .00 .404 .076 1.117 21.735 64.10 63.28 24.28 .30 2 1 2 19.50 19.00 9.80 .00 .00 .404 .076 1.117 21.735 64.10 63.28 24.28 .30 3 1 3 19.00 18.50 16.00 6.20 .00 .491 .062 1.499 21.735 86.01 65.30 32.58 .47 4 1 4 18.50 18.00 16.00 .00 .00 .491 .062 1.499 21.735 86.01 65.30 32.58 .47 5 2 1 18.00 17.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 6 2 2 17.50 17.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 7 2 3 17.00 16.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 8 2 4 16.50 16.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 9 2 5 16.00 15.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 10 2 6 15.50 15.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 it 2 7 15.00 14.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 12 2 8 14.50 14.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 13 2 9 14.00 13.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 14 2 10 13.50 13.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 15 2 11 13.00 12.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 16 2 12 12.50 12.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 17 2 13 12.00 11.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 18 2 14 11.50 11.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 19 2 15 11.00 10.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 20 2 16 10.50 10.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 21 2 17 10.00 9.50 16.00 .00 .00 .409 .075 1.499 26.082 203.21 76.77 39.10 .39 22 2 18 9.50 9.00 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 23 2 19 9.00 8.50 16.00 .00 .00 .409 .075 1.499 26.082 103.21 76.77 39.10 .39 24 3 1 8.50 8.00 16.00 .00 .00 .370 .083 1.499 28.862 114.21 04.11 43.26 .35 25 3 2 8.00 7.50 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 26 3 3 7.50 7.00 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 27 3 4 7.00 6.50 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 28 3 5 6.50 6.00 16.00 .00 .00 .370 .083 1.499 28.862 114.21 84.11 43.26 .35 29 4 1 6.00 5.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 30 4 2 5.50 5.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 31 4 3 5.00 4.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 32 4 '4 4.50 4.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 33 4 5 4.00 3.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 34 4 6 3.50 3.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 35 4 7 3.00 2.50 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 36 4 8 2.50 2.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 37 4 9 2.00 1.50 16.00 .00 .00 .300 .102 2.499 35.567 140.75 101.81 53.31 .29 38 4 10 1.50 1.00 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 39 4 11 1.00 .5Q 16.00 .00 .00 .300 .102 1.499 35.567 140.75 101.81 53.31 .29 1 STREAM QUALITY SIMULATION QUAL-2E STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** **CLIMATOLOGY - HEAT BALANCE SUNKM** OUTPUT PAGE NUMBER, 2 EPA/NCABI VERSION COMPONENTS OF SS BEAT BALANCE (BTU/FT-2) ELL RC8 ELE BEGIN END BLEV DUST CLOUD D BLB W BLB ATM WIND 001ER SOLAR L WAVE W SURF COND EVAP NET ORD NUM NUM LOC LOC TEMP TEMP PRSR ATM BACK R HSAT MILE MILS PT DEC;-F DR" IN-80 FT/S HS HA BB BC HE By 1 1 1 20.00 19.50 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 2 1 2 19.50 19.00 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 3 1 3 19.00 18.50 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 4 1 4 18.50 18.00 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 5 2 1 18.00 17.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 6 2 2 17.50 17.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 7 2 3 17.00 16.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 8 2 4 16.50 16.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 9 2 5 16.00 15.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 10 2 6 15.50 15.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 11 2 7 25.00 14.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 12 2 8 14.50 14.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 13 2 9 14.00 13.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 14 - 2 10 13.50 13.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 15 2 11 13.00 12.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 16 2 12 12.50 12.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 17 2 13 12.00 11.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 18 2 14 11.50 11.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 19 2 15 11.00 10.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 20 2 16 10.50 10.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 21 2 17 10.00 9.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 22 2 18 9.50 9.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 23 2 19 9.00 8.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 24 3 1 6.50 8.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 25 3 2 8.00 7.50 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 26 3 3 7.50 7.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 27 3 4 7.00 6.50 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 28 3 5 6.50 6.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 29 4 1 6.00 5.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 30 4 2 5.50 5.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 31 4 3 5.00 4.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 32 4 4 4.50 4.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 33 4 5 4.00 3.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 34 4 6 3.50 3.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 35 4 7 3.00 2.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 36 4 8 2.50 2.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 37 4 9 2.00 1.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 38 4 10 1.50 1.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 39 4 11 1.00 .50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -145.3 .0 .0 -99.3 1 STREAM QUALITY SIMULATION QUAL-2E STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** OUTPUT PAGE NUMM 3 EPA/NCASI VERSION ** REACTION COEFFICIENT SUHMARY ** s RC8 ME DO X2 OXYGN BOD BOD SOD ORGN ORGN M33 N83 R02 ORGP ORGP DISP COLI AMC ANC ARC MUM MUM SAT OPT REAIR DECAY SETT RATE DECAY SBTT DECAY SRCB DECAY DECAY SETT SRCB DECAY DECAY SETT SRCS MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1 1 7.83 8 7.98 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 2 7.83 8 7.98 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 3 7.83 8 8.84 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 4 7.83 8 9.71 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 1 7.83 8 7.16 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 2 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 3 7.83 6 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 4 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 5 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 6 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 7 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 8 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 9 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 10 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 11 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 12 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 13 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 14 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 15 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00. .00 .00 2 16 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 17 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 18 7.83 8 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 19 7.83 6 4.61 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 1 7.83 8 3.86 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 2 7.83 6 3.10 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 3 7.83 6 3.10 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 4 7.83 8 3.10 *43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 5 7.83 8 3.10 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 1 7.83 8 2.17 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 2 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 3 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 4 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 5 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 6 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 7 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 8 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 9 7*83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 10 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 11 7.83 8 1.24 .43 .00 .00 .00 .00 .57 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 4 QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION ***** STEADY STATE SIMULATION ***** ** WATER QUALITY VARIABLES ** RC8 ELE CM-1 CM-2 CM-3 AMC 7 r NUM MW TEMP DO BOD CRO'N M93N NO2H NO3N SUK-H ORGP DIS-P SUH-P OOLI CSLA -o DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/IOOML UG/L 1 1 62.40 .00 .00 .00 6.88 1.94 .00 .21 .01 .00 .22 .00 .00 .00 .00 .00 .00 1 2 82.40 .00 .00 .00 7.18 1.88 .00 .20 .02 .00 .22 .00 .00 .00 .00 .00 .00 1 3 82.40 .00 .00 .00 6.17 16.16 .00 5.01 .17 .00 5.17 .00 .00 .00 .00 .00 .00 1 4 82.40 .00 .00 .00 6.13 17.68 .00 4.84 .34 .00 5.17 .00 .00 .00 .00 .00 .00 2 1 82.40 .00 .00 .00 5.93 17.17 .00 4.65 .52 .00 5.17 .00 .00 .00 .00 .00 .00 2 2 82.40 .00 .00 .00 5.53 16.63 .00 4.47 .71 .00 5.17 .00 .00 .00 .00 .00 .00 2 3 82.40 .00 .00 .00 5.27 16.11 .00 4.28 .89 .00 5.17 .00 .00 .00 .00 .00 .00 2 4 82.40 .00 .00 .00 5.10 15.61 .00 4.11 1.06 .00 5.17 .00 .00 .00 .00 .00 .00 2 5 82.40 .00 .00 .00 5.01 15.12 .00 3.94 1.23 .00 5.17 .00 .00 .00 .00 .00 .00 2 6 02.40 .00 .00 .00 4.97 14.64 .CO 3.78 1.39 .00 5.17 .00 .00 .00 .00 .00 .00 2 7 82.40 .00 .00 .00 4.97 14.19 .00 3.63 1.54 .00 5.17 .00 .00 .00 .00 .00 .00 2 8 82.40 .00 .00 .00 4.99 13.74 .00 3.48 1.69 .00 5.17 .00 .00 .00 .00 .00 .00 2 9 82.40 .00 .00 .00 5.04 13.31 .00 3.34 1.83 .00 5.17 .00 .00 .00 .00 .00 .00 2 10 82.40 .00 .00 .00 5.09 12.89 .00 3.20 1.97 .00 5.17 .00 .00 .00 .00 .00 .00 2 it 82.40 .00 .00 .00 5.16 12.49 .00 3.07 2.10 .00 5.17 .00 .00 .00 .00 .00 .00 2 12 82.40 .00 .00 .00 5.23 12.10 .00 2.95 2.22 .00 5.17 .00 .00 .00 .00 .00 .00 2 13 82.40 .00 .00 .00 5.31 11.72 .00 2.83 2.34 .00 5.17 .00 .00 .00 .00 .00 .00 2 14 82.40 .00 .00 .00 5.39 11.35 .00 2.71 2.46 .00 5.17 .00 .00 .00 .00 .00 .00 2 15 82.40 .00 .00 .00 5.47 11.00 .00 2.60 2.57 .00 5.17 .00 .00 .00 .00 .00 .00 2 16 82.40 .00 .00 .00 5.54 10.65 .00 2.50 2.68 .00 5.17 .00 .00 .00 .00 .00 .00 2 17 62.40 .00 .00 .00 5.62 10.32 .00 2.39 2.78 .00 5.17 .00 .00 .00 .00 .00 .00 2 18 82.40 .00 .00 .00 5.70 9.99 .00 2.30 2.87 .00 5.17 .00 .00 .00 .00 .00 .00 2 19 82.40 .00 .00 .00 5.77 9.68 .00 2.20 2.97 .00 5.17 .00 .00 .00 .00 .00 .00 3 1 62.40 .00 .00 .00 5.76 9.36 .00 2.11 3.06 .00 5.17 .00 .00 .00 .00 .00 .00 3 2 62.40 .00 .00 .00 5.66 9.04 .00 2.02 3.16 .00 5.17 .00 .00 .00 .00 .00 .00 3 3 82.40 .00 .00 .00 5.61 8.73 .00 1.92 3.25 .00 5.17 .00 .00 .00 .00 .00 .00 3 4 82.40 .00 .00 .00 5.59 8.42 .00 1.84 3.33 .00 5.17 .00 .00 .00 .00 .00 .00 3 5 82.40 .00 .00 .00 5.59 8.13 .00 1.76 3.42 .00 5.17 .00 .00 .00 .00 .00 .00 4 1 82.40 .00 .00 .00 5.45 7.02 .00 1.67 3.50 .00 5.17 .00 .00 .00 .00 .00 .00 4 2 82.40 .00 .00 .00 5.15 7.49 .00 1.58 3.59 .00 5.17 .00 .00 .00 .00 .00 .00 4 3 82.40 .00 .00 .00 4.90 7.17 .00 2.49 3.66 .00 5.17 .00 .00 .00 .00 .00 .00 4 4 82.40 .00 .00 .00 4.71 6.87 .00 1.41 3.76 .00 5.17 .00 .00 .00 .00 .00 .00 4 5 82.40 .00 .00 .00 4.57 6.58 .00 1.33 3.84 .00 5.17 .00 .00 .00 .00 .00 .00 4 6 82.40 .00 .00 .00 4.47 6.30 .00 1.26 3.91 .00 5.17 .00 .00 .00 .00 .00 .00 4 7 82.40 .00 .00 .00 4.40 6.04 .00 1.19 3.98 .00 5.17 .00 .00 .00 .00 .00 .00 4 8 82.40 .00 .00 .00 4.36 5.78 .00 1.13 4.05 .00 5.17 .00 .00 .00 .00 .00 .00 4 9 82.40 .00 .00 .00 4.34 5.54 .00 1.06 4.11 .00 5.17 .00 .00 .00 .00 .00 .00 4 10 02.40 .00 .00 .00 4.35 5.30 .00 1.01 4.17 .00 5.17 .00 .00 .00 .00 .00 .00 4 11 02.40 .00 .00 .00 4.37 5.08 .00 .95 4.22 .00 5.17 .00 .00 .00 .00 .00 .00 1 STREAM QUALITY SIMULATION QUAL-2H STlMhM QUALITY ROUTING MODEL OUTPUT PAGE NUMBER 5 EPA/NCASI VERSION ***** STEADY STATE SIMULATION ***** ** DISSOLVED OXYGEN DATA ** COMPONENTS OF DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY) ELE RCH ELE DO DO DAM NIT ORD NUM NUM TEMP SAT DO DEF INPUT INHIB F-FNCTN MMON NET r a i DEG-F MG/L MG/L MG/L MG/L FACT INPUT RBAIR C-BOD SOD P-R H93-H R02-H 1 ' 1 1 82.40 7.83 6.88 .95 .00 1.00 84.55 7.57 -.84 .00 .00 -.41 .00 2 1 2 82.40 7.83 7.28 .65 .00 1.00 .00 5.18 -.81 .00 .00 -.40 .00 3 1 3 82.40 7.83 6.27 1.66 .00 1.00 31.14 24.64 -7.87 .00 .00 -9.75 .00 4 1 4 82.40 7.83 6.23 1.69 .00 1.00 .00 26.45 -7.66 .00 .00 -9.42 .00 5 2 1 82.40 7.83 '' 5.93 2.90 .00 1.00 .00 13.57 -7.44 .00 .00 -9.07 .00 6 2 2 82.40 7.83 5.53 2.29 .00 2.00 .00 10.57 -7.22 .00 .00 -8.70 .00 7 2 3 82.40 7.03 5.27 2.56 .00 1.00 .00 11.79 -6.98 .00 .00 -8.35 .00 8 2 4 82.40 7.03 5.20 2.72 .00 1.00 .00 12.55 -6.76 .00 .00 -8.01 .00 9 2 5 82.40 7.83 5.01 2.82 .00 1.00 .00 12.98 -6.55 .00 .00 -7.68 .00 10 2 6 82.40 7.83 4.97 2.86 .00 1.00 .00 13.17 -6.35 .00 .00 -7.37 .00 11 2 7 82.40 7.83 4.97 2.86 .00 1.00 .00 13.18 -6.25 .00 .00 -7.07 .00 12 2 8 82.40 7.83 4.99 2.84 .00 1.00 .00 13.07 -5.95 .00 .00 -6.70 .00 13 2 9 82.40 7.83 5.04 2.79 .00 1.00 .00 12.86 -5.77 .00 .00 -6.51 .00 14 2 10 82.40 7.83 5.09 2.73 .00 2.00 .00 12.60 -5.59 .00 .00 -6.24 .00 15 2 11 82.40 7.83 j 5.16 2.67 .00 2.00 .00 12.29 -5.41 .00 .00 -5.99 .00 16 2 12 82.40 7.83 ',' 5.23 2.59 .00 1.00 .00 11.96 -5.24 .00 .00 -5.74 .00 17 2 13 82.40 7.83 5.32 2.52 .00 2.00 .00 11.62 -5.08 .00 .00 -5.51 .00 18 2 14 82.40 7.83 5.39 2.44 .00 1.00 .00 11.25 -4.92 .00 .00 -5.29 .00 19 2 15 82.40 7.83 5.47 2.36 .00 2.00 .00 10.89 -4.76 .00 .00 -5.07 .00 20 2 16 82.40 7.83 5.54 .2.2E .00 1.00 .00 10.53 -4.62 .00 .00 -4.86 .00 21 2 17 82.40 7.83 5.62 2.21 .00 1.00 .00 10.27 -4.47 .00 .00 -4.67 .00 22 2 18 82.40 7.83 5.70 2.13 .00 1.00 .00 9.82 -4.33 .00 .00 -4.48 .00 23 2 19 82.40 7.83 5.77 2.06 .00 1.00 .00 9.48 -4.29 .00 .00 -4.29 .00 24 3 1 82.40 7.83 5.76 2.07 .00 1.00 .00 7.99 -4.06 .00 .00 -4.11 .00 25 3 2 82.40 7.83 5.66 2.16 .00 1.00 .00 6.72 -3.92 .00 .00 -3.93 .00 26 3 3 82.40 7.83 :11 5.62 2.22 .00 1.00 .00 6.08 -3.78 .00 .00 -3.75 .00 27 3 4 82.40 7.83 5.59 2.24 .00 1.00 .00 6.95 -3.65 .00 .00 -3.58 .00 28 3 5 82.40 7.83 i, 5.59 2.24 .00 1.00 .00 6.95 -3.52 .00 .00 -3.42 .00 29 4 1 82.40 7.83 5.45 2.3E .00 1.00 .00 5.16 -3.39 .00 .00 -3.25 .00 30 4 2 82.40 7.83 '', 5.15 2.68 .00 1.00 .00 3.33 -3.25 .00 .00 -3.07 .00 31 4 3 82.40 7.83 '' 4.90 2.92 .00 1.00 .00 3.63 -3.22 .00 .00 -2.92 .00 32 4 4 82.40 7.83 4.71 3.21 .00 2.00 .00 3.87 -2.98 .00 .00 -2.75 .00 33 4 5 82.40 7.83 4.57 3.26 .00 2.00 .00 4.04 -2.85 .00 .00 -2.60 .00 34 4 6 82.40 7.83 4.47 3.36 .00 2.00 .00 4.27 -2.73 .00 .00 -2.45 .00 35 4 7 82.40 7.83 4.40 3.43 .00 2.00 .00 4.26 -2.62 .00 .00 -2.32 .00 36 4 8 82.40 7.83 4.36 3.47 .00 2.00 .00 4.31 -2.50 .00 .00 -2.19 .00 37 4 9 82.40 7.83 ', 4.34 3.48 .00 1.00 .00 4.33 -2.40 .00 .00 -2.07 .00 38 4 10 82.40 7.83 4.35 3.48 .00 1.00 .00 4.32 -2.30 .00 .00 -2.96 .00 39 4 11 82.40 7.83 4.37 3.45 .00 2.00 .00 4.29 -2.20 .00 .00 -1.85 .00 1 D ISSOLVED OXYGEN ( M G/ L) 0.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 20.0 20.0+++.+++++++++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++ + + + + + + +* + + + + + + + + + + +* + + + + R + * + + * + I + * + + * + V + * + + * + 3 15.0 ++++t * +++++ + * + R + * + + * + + * + M t * + I + * + L 10.0 t++++ * +++++ + + $ + * + + * + + + ♦ • * + + . * + 5.0 ++++4 * +++++ + . * + + . * + + . + + + * + ♦ + + + + 1.0+++++++♦.+++++++++++♦♦++++++t+++++*+++♦♦++tt+♦♦+++++++++++++++++++tt+++++++++++++ 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 BIOCHEMICAL OXYGEN DEMAND (MG/L ) 0 Qma,-II Btat@sville 39 6 0 0 DI88OLVED OXYGEN BIOCHEMICAL OXYGEN DEMAND • 0 0 1 0 0 0 BOD MG/L 20.000 1.936 .211 .000 19.500 ' 1.879 .204 .000 19.000 18.15E 5.007 .000 28.500 17.681 4.836 .000 28.000 17.172 4.655 .000 27.500 16.634 4.465 .000 17.000 16.113 4.284 .000 16.500 15.608 4.110 .000 16.000 15.11E 3.942 .000 15.500 14.645 3.782 .000 15.000 14.186 3.628 .000 14.500 13.741 3.460 .000 14.000 13.310 3.339 .000 13.500 12.893 3.203 .000 13.000 12.489 3.073 .000 1 1 1 1 1 0 ORGN ANMN NIIN NIAN DO MG/L MG/L MG/L MG/L MG/L .009 .000 6.879 .018 .000 7.178 .165 .000 6.172 .336 .000 6.133 .517 .000 5.932 .707 .000 5.533 .888 .000 5.269 1.063 .000 5.104 1.230 .000 5.011 1.390 .000 4.970 1.544 .000 4.967 1.692 .000 4.992 1.833 .000 5.036 1.969 .000 5.094 2.099 .000 5.161 0 + . -, 12.500 12.098 2.948 .000 2.224 .000 5.233 12. 000 11.719 2.828 .000 2.344 .000 5.309 11.500 11.351 2.713 .000 2.459 .000 5.387 11.000 10.996 2.602 .000 2.570 .000 5.466 10.500 10.651 2.496 .000 2.676 .000 5.544 10.000 10.317 2.395 .000 2.777 .000 5.621 9.500 9.994 2.297 .000 2.875 .000 5.697 9.000 9.681 2.204 .000 2.968 .000 5.771 8.500 9.362 2.110 .000 3.062 .000 5.756 8.000 9.038 2.015 .000 3.157 .000 5.663 7.500 8.726 1.925 .000 3.247 .000 5.609 7.000 8.424 1.839 .000 3.334 .000 5.586 6.500 8.133 1.756 .000 3.416 .000 5.587 6.000 7.820 1.669 .000 3.503 .000 5.451 5.500 7.490 1.578 .000 3.595 .000 5.146 5.000 7.174 1.491 .000 3.681 .000 4.903 4.500 6.870 1.410 .000 3.762 .000 4.714 4.000 6.580 1.333 .000 3.839 .000 4.571 3.500 6.302 1.260 .000 3.912 .000 4.466 3.000 6.036 1.191 .000 3.981 .000 4.399 2.500 5.781 1.126 .000 4.046 .000 4.359 2.000 5.536 1.064 .000 4.108 .000 4.344 1.500 5.303 1.006 .000 4.166 .000 4.350 1.000 5.079 .951 .000 4.221 .000 4.374 TITLE01 statesville TITLE02 third creek TITLE03 NO CONSERVATIVE MINERAL I TITLB04 NO CONSERVATIVE MINERAL. II TITLE05 NO CONSERVATIVE MINERAL III TITLE06 NO TEMPERATURE TITLB07 YES BIOCHEMICAL OXYGEN DEMAND (ULTIMATE) TITLE08 NO ALGAE AS CHL A IN UG/L TITL309 NO PHOSPHORUS CYCLE AS P IN KG/L TITL810 NO (ORGANIC-P; DISSOLVED-P) TITL811 YES NITROGEN CYCLE AS N IN MG/L, TITLEI2 NO (ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N); TITLEI3 YES DISSOLVED OXYGEN IN MG/L TITLE14 NO FECAL COLIFORMS IN NO./100 ML TITLEI5 NO ARBITRARY NON -CONSERVATIVE ENDTITLE LIST DATA INPUT NO WRITE OPTIONAL SUMMARY NO FLOW AUGMENTATION STEADY STATE NO TRAPEZOIDAL X-SECTIONS NO PRINT SOLAR/LCD DATA PLOT DO AND BCD FIXED DOWNSTREAM CONC 0.0 5-D ULT BOD CONV R CORP - 0.0 INPUT METRIC 0.0 OUTPUT METRIC 0.0 NUXm OF REACHES = 4.0 NUMBER OF JUNCTIONS - 0.0 NUM OF HEADWATERS = 1.0 NUMBER OF POINT LOADS - 1.0 TIME STEP (HOURS) - 20. LNTH COMP ELEMENT (DX)- 0.50 MAXIMUM ITERATIONS = 20. TIME INC. FOR RPT2 (BITS)- 2.0 LATITUDE OF BASIN (DEC) - 33.0 LONGITUDE OF BASIN (DEG)- 82.0 STANDARD MERIDIAN (DEG) - 0.0 DAY OF YEAR START.TIMB = 0.0 EVAP. CDR". (AS) - 0.0 EVAP. COEFF. (BE) = 0.0 ELEV. OF BASIN (ELEV) - 700. DUST ATTENUATION CORP. = 0.0 ENDATAI 0 UPTAKE BY NH3 OXID(MG O/MG N)- 3.430 0 UPTAKE BY NO2 OXID(MG O/MG N)- 1.140 0 PROD BY ALGAE (MG O/MG A) = 0.0 0 UPTAKE BY ALGAE (MG O/MG A) - .0.0 N CONTENT OF ALGAE (MG N/MG A) - 0.0 P CONTENT OF ALGAE (MG P/MG A) - 0.0 ALG MAX SPEC GROWTH RATE(1/DAY)- 0.0 ALGAE RESPIRATION RATE (1/DAY) - 0.0 N HALF SATURATION CONST (MG/L) - 0.0 P HALF SATURATION CONST (MG/L) - 0.0 ZIN ALG SHADE CO (1/H-UGCHA/L) - 0.0 NLIN SHADE (1-8-(UGCHA/L)**2/3)- 0.0 LIGHT FUNCTION OPTION (LFNOPT) - 0.0 LIGHT SATURATION COEF (INT/MIN)- 0.0 DAILY AVERAGING OPTION (LAVOPT)- 0.0 LIGHT AVERAGING FACTOR (AFACT) - 0.0 MOMER OF DAYLIGHT HOURS (DLH) - 0.0 TOTAL DAILY SOLAR RADTN (INT) - 0.0 ALLY GROWTH CALC OPTION(LGROPT)- 0.0 ALGAL PREP FOR N83-N (PREFN) - 0.0 ALG/TEMP SOLR RAD FACTOR(TFACT)- 0.0 NITRIFICATION INHIBITION CORP = 0.0 BHDATAIA ENDATAIS STREAM REACH 1.0RCH-FIRST FROM 20. TO 18.0 STREAM REACH 2.0RCH-SECOND PROM 18.0 TO 8.50 STREAM REACH 3.0RCH-THIRD PROM 8.50 TO 6.0 STREAM REACH 4.0RCH=FOURT8 FROM 6.0 TO BNDATA2 0.50 FLAW AUGHT SOURCES RCS- 1.0 0. 0.0 FLOW AUGHT SOURCES RCN- 2.0 0. 0.0 PLOW AUGHT SOURCES RCH- 3.0 0. 0.0 FLOW AUGHT SOURCES RCH- 4.0 0. 0.0 ENDATA3 FLAG FIELD RCN- 1.0 4. 1.2.6.2. FLAG FIELD RCN- 2.0 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2. FLAG FIELD RCH- 3.0 5. 2.2.2.2.2. FLAB FIELD �tCB- 4.0 11. 2.2.2.2.2.2.2.2.2.2.5. ENDATA4 HYDRAULICS RCS- 1.0 5.930 0.1590 0.40 0.2840 0.60 0.030 HYDRAULICS RCH- 2.0 5.930 0.1430 0.40 0.2840 0.60 0.030 HYDRAULICS RCS- 3.0 5.930 0.1320 0.40 0.2840 0.60 0.030 HYDRAULICS RCS- 4.0 5.930 0.1070 0.40 0.2840 0.60 0.030 ENDATA5 TEMP/LCD RCH- 2.0 735.0 0.0 0.0 0.0 0.0 1.0 0.0 TEMP/LCD RCH- 2.0 700. 0.0 0.0 0.0 0.0 1.0 0.0 Me/LCD RCH- 3.0 675.0 0.0 0.0 0.0 0.0 1.0 0.0 TEMP/LCD RCH- 4.0 665.0 0.0 0.0 0.0 0.0 1.0 0.0 ENDATA5A REACT CORP RCH- 1.0 0.30 0.0 0.0 8.0 0.0 0.1100.001720 REACT C08F RCS- 2.0 0.30 0.0 0.0 8.0 0.0 0.1100.000980 REACT COEF RCH- 3.0 0.30 0.0 0.0 8.0 0.0 0.1100.000730 REACT COBF RCH- 4.0 0.30 0.0 0.0 8.0 0.0 0.1100.000360 BNDATA6 N AND P CORP RCS- 1.0 O O 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P COEF RCS- 2.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P COEF RCH- 3.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 N AND P CORP RCH- 4.0 0.0 0.0 0.30 0.0 0.0 0.0 0.0 0.0 ENDATA6A ALG/OTHER COEF RCH- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OTHER CORP RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALO/OTHER CORP RCH- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALG/OT88R COBF RCS- 4.0 010 0.0 0.0 0.0 0.0 0.0 0.0 ENDATA6B INITIAL COND-1 RCH- 1.0 60.80 8.880 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCH- 2.0 60.80 8.880 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCH- 3.0 60.80 8.880 2.0 0.0 0.0 0.0 0.0 0.0 INITIAL COND-1 RCH- 4.0 60.80 8.880 2.0 0.0 0.0 0.0 0.0 0.0 ENDATA7 INITIAL COND-2 RCH- 1.0 010 0.0 0.110 0.0 0.0 0.0 0.0 INITIAL COND-2 RCH- 2.0 0:0 0.0 0.110 0.0 0.0 0.0 0.0 INITIAL COND-2 RCH- 3.0 0.0 0.0 0.110 0.0 0.0 0.0 0.0 INITIAL COND-2 RCS- 4.0 010 0.0 0.110 0.0 0.0 0.0 0.0 ENDATA7A INCR INFLOW-1 RCS- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-1 RCH- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR nU%M--1 RCH- 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ENDATAS INCR INFLOW-2 RCS- 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCH- 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCH- 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 INCR INFLOW-2 RCH- 4.0 000 0.0 0.0 0.0 0.0 0.0 0.0 ENDATABA ENDATA9 HEADWTR-1 HDW- i.oTSIRD CRMM 17.0 60.80 8.880 2.0 0.0 0.0 0.0 ENDATAIO HRADWTR-2 HDW- 1.0 0.0 0.0 0.0 0.0 0.110 0.0 0.o o.0 0.0 MWATA10A POINTM-1 PTL- i.OSTATESVILI.E 0.0 6.20 60.80 0.0 45.0 0.0 0.0 0.0 ENDATAII POINTLD-2 PTL- 1.0 0.0 0.0 0.0 0.0 20. 0.0 0.0 0.0 0.0 ENDATAilA BNDATA12 DOWNSTREAM BOUNDARY-1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 BNDATA13 DOWNSTREAM BOUNDARY-2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ,t �nrA� 3. BEGIN RCS 1 PLAT RCH 1 2 3 4 1 0 SSS (PROBLEM TITLES) SSS * * * QUAL-2E STREAM QUALITY ROUTING MODEL * * * EPA/NCASI VERSION * * * CARD TYPE QUAL-2E PROGRAM TITLES TITLE01 statesville TITLE= third creek TITLE03 NO CONSERVATIVE MINERAL I TITLE04 NO CONSERVATIVE MINERAL II TITLEOS NO CONSERVATIVE MINERAL III TITLE06 No TEMPERATURE TITLHO7 YES BIOCHEMICAL OXYGEN DEMAND (ULTIMATE) TITLEO8 NO ALGAE AS CHL A IN UG/L TIME09 NO PHOSPHORUS CYCLE AS P IN MG/L TITLEIO NO (ORGANIC-P; DISSOLVED-P) TITLEII YES NITROGEN CYCLE AS N IN MG/L TITLEI2 NO (ORGANIC-N; AMMONIA-N; NITRITE-N; NITRATE-N); TITLEI3 YES DISSOLVED OXYGEN IN MG/L TITL814 NO FECAL COLIFORMS IN NO./100 ML TI'1Z8is NO ARBITRARY NON -CONSERVATIVE 0 $SS DATA TYPE 1 (CONTROL DATA) SSS CARD TYPE CARD TYPE LIST DATA INPUT .00000 .00000 NO WRITE OPTIONAL SUMMARY .00000 .00000 NO FLOW AUGMENTATION .00000 .00000 STEADY STATE .00000 .00000 NO TRAPEZOIDAL X-SECTIONS .00000 .00000 NO PRINT SOLAR/LCD DATA .00000 .00000 PLOT DO AND BOD .00000 .00000 FIXED DOWNSTREAM CONC .00000 5-D ULT BOD CONV K COEF - .23000 INPUT METRIC .00000 OUTPUT METRIC .00000 NUMBER OF REACHES = 4.00000 NUMBER OF JUNCTIONS - .00000 NUM OF HEADWATERS = 1.00000 NUMBER OF POINT LOADS - 1.00000 TIME STEP (HOURS) - 20.00000 LNTH COMP ELEMENT (DX)- .50000 MAXIMUM ITERATIONS - 20.00000 TIME INC. FOR RPT2 (HRS)- 2.00000 LATITUDE OF BASIN (DEG) - 33.00000 LONGITUDE OF BASIN (DEG)- 82.00000 STANDARD MERIDIAN (DEG) - .00000 DAY OF YEAR START TIME - .00000 EVAP. COUP. (AE) _ .00000 EVAP. COEFF. (BE) - .00000 ELEV. OF BASIN (BLEV) = 700.00000 DUST ATTENUATION CORP. _ .00000 ENDATAI .00000 .00000 0 $$$ DATA TYPE lA (ALGAE PRODUCTION AND NITROGEN OXIDATION CONSTANTS) SSS CARD TYPE O UPTAKE BY NH3 OXID(MG O/MG N)- 3.4300 CARD TYPE O UPTAKE BY R02 OXID(MG O/MG N)- 1.1400 O PROD BY ALGAE (MG'O/MG A) _ .0000 O UPTAKE BY ALGAE (MG O/MG A) - .0000 N CONTENT OF ALGAE (MG N/MG A) - .0000 P CONTENT OF ALGAE (MG P/MG A) - .0000 ALG MAX SPEC GROWTH RATS(1/DAY)- .0000 ALGAE RESPIRATION RATE (I/DAY) - .0000 N HALF SATURATION CONST (MG/L) - .0000 P HALF SATURATION CONST (MG/L) - .0000 LIN ALG SHADE CO (1/FT-UGCHA/L-) .0000 NLIN SHADE(1/FT-(UGCHA/L)**2/3)- .0000 LIGHT FUNCTION OPTION (LFNOPT) - .0000 LIGHT SAT'N COEF (BTMJ/PT2-MIN) - .0000 DAILY AVERAGING OPTION (LAVOPT)- .0000 LIGHT AVERAGING FACTOR (AFACT) - .0000 NUMBER OF DAYLIGHT HOURS (DLS) - .0000 TOTAL DAILY SOLR RAD (BTU/FT-2)- .0000 ALLY GROWTH CALC OPTION(LGROPT)- .0000 ALGAL PREP FOR NH3-N (PREFN) - .0000 ALG/TEMP SOLR BAD FACTOR(TFACT)- .0000 NITRIFICATION INHIBITION CORP - 10.0000 r r ` $I�DATAlA .0000 0 $$$ DATA TYPE 1B (THMPERATURB CORRECTION CONSTANTS FOR RATE COEFFICIENTS) $$$ CARD TYPE RATE CODE THETA VALUE THETA( 1) BOD DECA 2.047 DFLT THETA( 2) BOD SETT 1.024 DFLT THETA( 3) OXY TRAN 1.024 DFLT THETA( 4) SOD RATE 1.060 DFLT THETA( 5) ORGN DEC 1.047 DFLT THETA( 6) ORGN SET 1.024 DFLT THETA( 7) U93 DECA 1.083 DFLT THETA( 8) H83 SRCE 1.074 DFLT THETA( 9) R02 DECA 1.047 DFLT THBTA(10) PORG DEC 1.047 DPLT TSETA(11) PORG,SET 1.024 DFLT THETA(12) DISPiSRC 1.074 DFLT MMM(13) ALG GROW 1.047 DFLT THETA(14) ALG RESP 1.047 DFLT THETA(15) ALG SETT 1.024 DFLT THETA(16) COLI DEC 1.047 DFLT THETA(17) ANC DECA 1.000 DFLT THRTA(18) ANC SETT 1.024 DFLT TH8TA(19) ANC SR CS 1.000 DFLT ENDATAIB 0 $$$ DATA TYPE 2 (REACH IDENTIFICATION) $$S CARD TYPE REACH ORDER AND IDENT R. MI/XK R. MI/XK STREAM REACH 1.0 RCH=FIRST FROM 20.0 TO 18.0 STREAM REACH 2.0 RCH-SECOND FROM 18.0 TO 8.5 STREAM REACH 3.0 RCH-THIRD FROM 8.5 TO 6.0 STREAM REACH 4.0 RCH-FOURTH FROM 6.0 TO .5 ENDATA2 .0 .0 .0 0 SS$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$ CARD TYPE REACH AVAIL HDWS TARGET ORDER. OF AVAIL SOURCES FLOW AUGMT SOURCES 1. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGMT SOURCES 2. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGMT SOURCES 3. 0. .0 0. 0. 0. 0. 0. 0. FLOW AUGMT SOURCES 4. 0. .0 0. 0. 0. 0. 0. 0. ENDATA3 0. 0. .0 0. 0. 0. 0. 0. 0. O $$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$ CARD TYPE REACH ELEMENTS/REACH COMPUTATIONAL FLAGS FLAG FIELD 1. 4. 1.2.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FI8LD 2. 19. 2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0. FLAG FIELD 3. 5. 2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. FLAG FIELD 4. 11. 2.2.2.2.2.2.2.2.2.2.5.0.0.0.0.0.0.0.0.0. ENDATA4 0. 0. 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. 0 $$S DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$ CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH CMANN HYDRAULICS 16 5.93 .159 .400 .284 .600 .030 HYDRAULICS 2. 5.93 .143 .400 .284 .600 .030 HYDRAULICS 3. 5.93 .132 .400 .284 .600 .030 HYDRAULICS 4. 5.93 .107 .400 .284 .600 .030 ENDATA5 0. .00 .000 .000 .000 .000 .000 0 $$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$ .0000 CARD TYPE DUST ' CLOUD DRY BULB WET BULB ATM SOLAR BAD 0 0 O 0 0 0 0 r i REACH ELEVATION CORP COVER TEMP TEMP PRESSURE WIND AZTMRWION TEMP/LCD 1. 735.00 .00 .00 .00 .00 1.00 .00 1.00 TEMP/LCD 2. 700.00 .00 .00 .00 .00 1.00 .00 1.00 TEMP/LCD 3. 675.00 .00 .00 .00 .00 1.00 .00 1.00 TEMP/LCD 4. 665.00 .00 .00 .00 .00 1.00 .00 1.00 ENDATASA 0. .00 .00 .00 .00 .00 .00 .00 .00 $$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REMU TION) $$$ CARD TYPE REAC8 K1 K3 SOD K20PT K2 OOE= OR MQKM RATS TSIV CORP OR SLOPE FOR OPT 8 FOR OPT 8 REACT CORP 1. .30 .00 .000 8. .00 .110 .00172 REACT COEF 2. .30 .00 .000 8. .00 .110 .00098 REACT CORP 3. .30 .00 .000 S. .00 .110 .00073 REACT COEF 4. .30 .00 .000 8. .00 .110 .00036 ENDATA6 0. .00 .00 .000 0. .00 .000 .00000 $SS DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $S$ CARD TYPE REACH CRNH2 SBTNH2 CKHH3 SN83 CKNO2 CRPORG SETPORG N AND P COEF 1. .00 .00 .30 .00 .00 .00 .00 N AND P COEF 2. .00 .00 .30 .00 .00 .00 .00 N AND P COEF 3. .00 .00 .30 .00 .00 .00 .00 N AND P COEF 4. .00 .00 .30 .00 .00 .00 .00 ENDATA6A 0. .00 .00 .00 .00 .00 .00 .00 $$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$ CARD TYPE REACH ALPHAO ALGSBT BXCOEF CK5 CKANC MARC SRCANC CKCOLI ALG/OTHER CORP 1. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER COEF 2. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER CORF 3. 15.00 .00 .01 .00 .00 .00 .00 ALG/OTHER COEF 4. 15.00 .00 .01 .00 .00 .00 .00 ENDATA6B 0. .00 .00 .00 .00 .00 .00 .00 $$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$ CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2 CM-3 ANC INITIAL COND-1 1. 60.80 8.88 2.00 .00 .00 .00 .00 INITIAL COND-1 2. 60.80 8.88 2.00 .00 .00 .00 .00 INITIAL COND-1 3. 60.80 8.86 2.00 .00 .00 .00 .00 INITIAL COND-1 4. 60.80 8.88 2.00 .00 .00 .00 .00 ENDATA7 0. .00 .00 .00 .00 .00 .00 .00 $$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND PHOSPHORUS) $$$ CARD TYPE REACH CHL A ORG-N B83-N R02-N NO3-N ORG P DIS-P INITIAL COND-2 1. .00 .00 .11 .00 .00 .00 .00 INITIAL COND-2 2. .00 .00 .11 .00 .00 .00 .00 INITIAL COND-2 3. .00 .00 .11 .00 .00 .00 .00 INITIAL COND-2 4. .00 .00 .11 .00 .00 .00 .00 sNDAMA 0. .00 .00 .00 .00 .co .00 .00 $$S DATA TYPE 8 (IRMWa NTAL INFLOW CONDITIONS) SSS CARD TYPE REACH PLOW TEMP D.O. BOD CM-1 CM-2 CM-3 INCR INFLOW-1 1. .000 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 2. .000 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 3. .000 .00 .00 .00 .00 .00 .00 INCR INFLOW-1 4. .000 .00 .00 .00 .00 .00 .00 ENDATAS 0. .000 .00 .00 .00 .00 .00 .00 $$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A, NITROGEN, AND PHOSPHORUS) SSS CARD TYPE REACH CHLA ORG-N NH3-N NO2-N NO3-H ORG-P DIS P sPo4 .00 .00 .00 .00 .00 COLI .00 .00 .00 .00 .00 AMC COLI .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 • l c • ♦ � is � IRCR INFLOW-2 1. .00 .00 .00 .00 .00 .00 .00 ' INCR INFLOW-2 2. .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-2 3. .00 .00 .00 .00 .00 .00 .00 INCR INFLOW-2 4. .00 .00 .00 .00 .00 .00 .00 ENDATASA 0. .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 9 (STREAM JUNCTIONS) S$s CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION TRIB ENDATA9 0. 0. 0. 0. 0 $$$ DATA TYPE 10 (HEADWATER SOURCES) S$$ CARD TYPE HDWTA NAME FLOW TEMP D.O. BOD CM-1 CM-2 CM-3 ORDER HEADWTR-1 1. THIRD CREEK 17.00 60.80 8.88 2.00 .00 .00 .00 ENDATAIO 0. .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN, PHOSPHORUS, COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) SSS CARD TYPE HDWTA ANC COLI CHL-A ORG-N NR3-N R02N NO3-N ORG-P DIB P ORDER HEADWTA-2 1. .00 .00 .00 .00 .11 .00 .00 .00 .00 ENDATA30A 0. .00 .00 .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) SSS POINT CARD TYPE LOAD NAME Epp FLOW TEMP D.O. SOD CM-1 CM-2 CM-3 ORDER POIiim-1 1. STATESVILLE .00 6.20 60.80 .00 45.00 .00 .00 .00 ENDATAII 0. .00 .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 111L (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN, PHOSPHORUS, COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT) SSS POINT CARD TYPE LOAD ANC COLI CHL A ORG-N NH3-N R02-N NO3-H ORG-P DIS-P ORDER POINTLD-2 1. .00 .00 .00 .00 20.00 .00 .00 .00 .00 ENDATAIIA 0. .00 .00 .00 .00 .00 .00 .00 .00 .00 0 SSS DATA TYPE 12 (DAM CHARACTERISTICS) SSS DAM RCH ELE ADAM BDAM PDAM HDAM MMATA12 0. 0. 0. .00 .00 .00 .00 0 SSS DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$ CARD TYPE TEMP D.O. BOD CM-1 CM-2 CM-3 AMC COLI DOWNSTREAM BOUNDARY-1 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE UNCONSTRAINED ENDATAI3 0 SSS DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) SSS CARD TYPE CHL-A ORG-N NH3 N NO2-N NH3-N ORG-P DIS-P DOWNSTREAM BOUNDARY-2 DOWNSTREAM BOUNDARY CONC8NTRATIONS ARE UNCONSTRAINED ENDATAI3 1 STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 1 QUAL-2E STREAM QUALITY ROUTING MODEL EPA/NCASI VERSION ***** STEADY STATE SIMULATION ***** ** HYDRAULICS SUMMARY ** ME RCH ME BEGIN END POINT INCR Tm BOTTOM X-SECT DSPRSN ORD NUM NUM IOC LOC PLOW SRCB PLOW VEL TIME DEPTH WIDTH VOLUME AREA AREA COEF MILE MILE CPS CPS CPS PPS DAY PT PT R-PT-3 X-PT-2 PT-2 FT-2/8 1 1 1 20.00 19.50 17.00 .00 .00 .494 .062 1.554 22.145 90.88 66.67 34.42 .48 2 1 2 19.50 19.00 17.00 .00 .00 .494 .062 1.554 22.145 90.88 66.67 34.42 .48 3 1 3 19.00 18.50 23.20 6.20 .00 .559 .055 1.873 22.145 109.52 68.36 41.49 .64 4 1 4 18.50 18.00 23.20 .00 .00 .559 .055 1.873 22.145 109.52 68.36 41.49 .64 5 2 1 18.00 17.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 6 2 2 17.50 17.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 7 2 3 17.00 16.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 8 2 4 26.50 16.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 9 2 5 16.00 15.50 23.20 .00 .00 .503 .061 1.873 24.623 121.76 74.90 46.13 .58 10 2 6 15.50 15.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 it 2 7 15.00 14.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 12 2 8 14.50 14.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 13 2 9 14.00 13.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 14 2 10 13.50 13.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 15 2 11 13.00 12.50 23.20 .00 .00 .503 .061 1.873 24.623 121.70 74.90 46.13 .58 16 2 12 12.50 12.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 17 2 13 12.00 11.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 18 2 14 11.50 11.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 19 2 15 11.00 10.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 20 2 16 10.50 10.00 23.20 .00 .00 .503 .C61 1.873 24.623 121.78 74.90 46.13 .50 21 2 17 10.00 9.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 22 2 18 9.50 9.00 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 23 2 19 9.00 8.50 23.20 .00 .00 .503 .061 1.873 24.623 121.78 74.90 46.13 .58 24 3 1 8.50 8.00 23.20 .00 .00 .464 .066 1.873 26.675 131.92 80.31 49.97 .53 25 3 2 8.00 7.50 23.20 .00 .00 .464 .066 1.673 26.675 131.92 80.31 49.97 .53 26 3 3 7.50 7.00 23.20 .00 .00 .464 .066 1.873 26.675 131.92 80.31 49.97 .53 27 3 4 7.00 6.50 23.20 .00 .00 .464 .C66 1.873 26.675 131.92 80.31 49.97 .53 28 3 5 6.50 6.00 23.20 .00 .00 .464 .066 1.673 26.675 131.92 80.31 49.97 .53 29 4 1 6.00 5.50 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 30 4 2 5.50 5.00 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 31 4 3 5.00 4.50 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 32 4 4 4.50 4.00 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 33 4 5 4.00 3.50 23.20 .00 .00 .376 .081 2.873 32.908 162.75 96.77 61.65 .43 34 4 6 3.50 3.00 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 35 4 7 3.00 2.50 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 36 4 8 2.50 2.00 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 37 4 9 2.00 1.50 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 38 4 10 1.50 1.00 23.20 .00 .00 .376 .081 1.673 32.908 162.75 96.77 61.65 .43 39 4 11 1.00 .50 23.20 .00 .00 .376 .081 1.873 32.908 162.75 96.77 61.65 .43 1 STREAM QUALITY SIMULATION QUAL-28 STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** **CLIMATOLOGY - HEAT BALANCE SUMMARY** OUTPUT PAGE NUMBER 2 EPA/NCASI VERSION c r COMPONENTS OF SS SAT BALANCE (BTU/PT-2) MR RCCB SLR BEGIN END ELEV DUST CLOUD D BLB W BLS ATM WIND OTSSR SOLAR L VAVE W BURP COND EVAP NET ORD NUM NUM LOC LOC TEMP TEMP PRSR ATM BACK R BEAT MILE MILE FT DEG-F DEG-F IN-80 FT/S HS HA BB SC HE BN 1 1 1 20.00 19.50 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 2 1 2 19.50 19.00 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 3 1 3 19.00 18.50 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 4 1 4 18.50 18.00 735.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 5 2 1 18.00 17.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 6 2 2 17.50 17.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 7 2 3 17.00 16.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.3 .0 .0 -77.5 8 2 4 16.50 16.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 9 2 5 16.00 15.50 700.0 .00 .00 .00. .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 10 2 6 15.50 15.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.3 .0 .0 -77.5 11 2 7 15.00 14.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 12 2 8 14.50 14.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 13 2 9 14.00 13.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 14 2 10 13.50 13.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 15 2 11 13.00 12.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 16 2 12 12.50 12.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 17 2 13 12.00 11.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 16 2 14 11.50 11.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.3 19 2 15 11.00 10.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 20 2 16 10.50 10.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 21 2 17 20.00 9.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 22 2 18 9.50 9.00 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 23 2 19 9.00 8.50 700.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 24 3 1 8.50 8.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -�23.5 .0 .0 -77.5 25 3 2 8.00 7.50 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 26 3 3 7.50 7.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 27 3 4 7.00 6.50 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 26 3 5 6.50 6.00 675.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.3 29 4 1 6.00 5.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.3 30 4 2 5.50 5.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 31 4 3 5.00 4.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 32 4 4 4.50 4.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 33 4 5 4.00 3.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.3 34 4 6 3.50 3.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 35 4 7 3.00 2.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 36 4 8 2.50 2.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 37 4 9 2.00 1.50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 38 4 10 1.50 1.00 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 39 4 11 1.00 .50 665.0 .00 .00 .00 .00 1.00 .00 .0 46.0 -123.5 .0 .0 -77.5 1 STREAM QUALITY SIMULATION QUAL-28 STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** OUTPUT PAGE NUMBER 3 EPA/NCASI VERSION ** REACTION COEFFICIBBT SUMMARY ** RC8 &a DO K2 OXYGN BOD BCD SOD ORGN ORGN NH3 NB3 NO2 CROP ORGP DISP COLI ARC ANC ARC NUM'AlM SAT OPT RBAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY DECAY SETT SRCE DECAY DECAY SETT SRCE MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/P2D 1/DAY 1/DAY 1/DAY NON= 1/DAY 1/DAY 1/DAY MG/F2D 1 1 9.87 8 7.34 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 2 9.87 8 7.34 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 3 9.87 8 7.03 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 4 9.87 8 8.31 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 1 9.87 8 6.29 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 2 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 3 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 4 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 5 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 6 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 7 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 6 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 9 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 10 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 11 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 12 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 13 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 14 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 15 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 16 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 17 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 18 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 2 19 9.87 8 4.26 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 1 9.87 8 3.59 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 2 9.87 8 2.93 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 3 9.87 8 2.93 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 4 9.87 8 2.93 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 5 9.87 8 2.93 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 1 9.87 8 2.05 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 2 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 3 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 4 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 5 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 5 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 7 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 8 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 9 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 10 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 4 11 9.87 8 1.17 .25 .00 .00 .00 .00 .22 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 STREAM QUALITY SIMULATION QUAL-2E STREAM QUALITY ROUTING MODEL ***** STEADY STATE SIMULATION ***** ** WATER QUALITY VARIABLES ** OUTPUT PAGE NUMBER 4 EPA/NCASI VERSION RCS ELE CM-1 CM-2 CM-3 ANC NUM NUM t - t TEMP DO BOD ORGN NR3N R02N R03N SUM-N ORGP DIS-P SUM-P COLI Cffi+A ' DEG-F MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L MG/L #/lOOML UG/L 1 1 60.80 .00 .00 .00 9.16 1.97 .00 .11 .00 .00 .11 .00 .00 .00 .00 .00 .00 1 2 60.80 .00 .00 .00 9.36 1.94 .00 .11 .00 .00 .11 .00 .00 .00 .00 .00 .00 1 3 60.80 .00 .00 .00 7.44 13.28 .00 5.36 .06 .00 5.43 .00 .00 .00 .00 .00 .00 1 4 60.80 .00 .00 .00 7.93 13.10 .00 5.30 .22 .00 5.43 .00 .00 .00 .00 .00 .00 2 1 60.80 .00 .00 .00 8.14 12.92 .00 5.24 .19 .00 5.43 .00 .00 .00 .00 .00 .00 2 2 60.80 .00 .00 .00 8.16 12.72 .00 5.17 .26 .00 5.43 .00 .00 .00 .00 .00 .00 2 3 60.80 .00 .00 .00 8.18 12.53 .00 5.10 .33 .00 5.43 .00 .00 .00 .00 .00 .00 2 4 60.80 .00 .00 .00 8.19 12.35 .00 5.03 .39 .00 5.43 .00 .00 .00 .00 .00 .00 2 5 60.80 .00 .00 .00 8.21 12.26 .00 4.97 .46 .00 5.43 .00 .00 .00 .00 .Ocr .00 2 6 60.80 .00 .00 .00 8.23 11.98 .00 4.90 .52 .00 5.43 .00 .00 .00 .00 .00 .00 2 7 60.80 .00 .00 .00 8.25 11.80 .00 4.84 .59 .00 5.43 .00 .00 .00 .00 .00 .00 2 8 60.80 .00 .00 .00 8.27 11.62 .00 4.77 .65 .00 5.43 .00 .00 .00 .00 .00 .00 2 9 60.60 .00 .00 .00 8.29 11.45 .00 4.71 .71 .00 5.43 .00 .00 .00 .00 .00 .00 2 10 60.80 .00 .00 .00 8.31 11.28 .00 4.65 .77 .00 5.43 .00 .00 .00 .00 .00 .00 2 11 60.80 .00 .00 .00 8.33 11.11 .00 4.59 .84 .00 5.43 .00 .00 .00 .00 .00 .00 2 12 60.80 .00 .00 .00 8.35 10.95 .00 4.53 .90 .00 5.43 .00 .00 .00 .00 .00 .00 2 13 60.80 .00 .00 .00 8.37 10.78 .00 4.47 .95 .00 5.43 .00 .00 .00 .00 .00 .00 2 14 60.80 .00 .00 .00 8.40 10.62 .00 4.41 1.01 .00 5.43 .00 .00 .00 .00 .00 .00 2 15 60.80 .00 i.00 .00 8.42 10.46 .00 4.35 1.07 .00 5.43 .00 .00 .00 .00 .00 .00 2 16 60.80 .00 .00 .00 8.44 10.31 .00 4.30 1.13 .00 5.43 .00 .00 .00 .00 .00 .00 2 17 60.80 .00 .00 .00 8.45 10.15 .00 4.24 1.18 .00 5.43 .00 .00 .00 .00 .00 .00 2 18 60.80 .00 .00 .00 8.47 10.00 .00 4.19 1.24 .00 5.43 .00 .00 .00 .00 .00 .00 2 19 60.80 .00 .00 .00 8.49 9.85 .00 4.13 1.29 .00 5.43 .00 .00 .00 .00 .00 .00 3 1 60.80 .00 .00 .00 8.47 9.70 .00 4.08 1.35 .00 5.43 .00 .00 .00 .00 .00 .00 3 2 60.80 .00 .00 .00 8.40 9.54 .00 4.02 1.41 .00 5.43 .00 .00 .00 .00 .00 .00 3 3 60.80 .00 .00 .00 8.34 9.39 .00 3.96 1.46 .00 5.43 .00 .00 .00 .00 .00 .00 3 4 60.80 .00 .00 .00 8.30 9.24 .00 3.90 1.52 .00 5.43 .00 .00 .00 .00 .00 .00 3 5 60.80 .00 .00 .00 8.27 9.09 .00 3.85 1.58 .00 5.43 .00 .00 .00 .00 .00 .00 4 1 60.80 .00 .00 .00 8.16 8.92 .00 3.79 1.64 .00 5.43 .00 .00 .00 .00 .00 .00 4 2 60.80 .00 .00 .00 7.94 8.74 .00 3.72 1.70 .00 5.43 .00 .00 .00 .00 .00 .00 4 3 60.80 .00 .00 .00 7.74 8.57 .00 3.66 1.77 .00 5.43 .00 .00 .00 .00 .00 .00 4 4 60.80 .00 .00 .00 7.57 8.40 .00 3.59 1.83 .00 5.43 .00 .00 .00 .00 .00 .00 4 5 60.80 .00 .00 .00 7.42 8.23 .00 3.53 1.89 .00 5.43 .00 .00 .00 .00 .00 .00 4 6 60.80 .00 .00 .00 7.29 8.07 .00 3.47 1.95 .00 5.43 .00 .00 .00 .00 .00 .00 4 7 60.80 .00 .00 .00 7.18 7.91 .00 3.41 2.02 .00 5.43 .00 .00 .00 .00 .00 .00 4 8 60.80 .00 .00 .00 7.09 7.75 .00 3.35 2.07 .00 5.43 .00 .00 .00 .00 .00 .00 4 9 60.80 .00 .00 .00 7.01 7.60 .00 3.29 2.13 .00 5.43 .00 .00 .00 .00 .00 .00 4 10 60.80 .00 .00 .00 6.94 7.45 .00 3.24 2.19 .00 5.43 .00 .00 .00 .00 .00 .00 4 11 60.80 .00 .00 .00 6.88 7.30 .00 3.18 2.25 .CO 5.43 .00 .00 .00 .00 .00 .00 1 STREAM QUALITY SIMULATION OUTPUT PAGE NUMBER 5 QUAL-2E STREAM QUALITY ROUTING MODEL EPA/RCASI VERSION ***** STEADY STATE SIMULATION ***** ** DISSOLVED OXYGEN DATA ** COMPONENTS OF DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY) BL8 RCB BLE DO DO DAM NIT ORD NUM NUM TEMP SAT DO DEF INPUT IN8IB F-FNCTN OXYGN NET DEG-F MG/L MG/L MG/L MG/L F3,M INPUT RBAIR C-BOD SOD P-R N83-N B02-N 0 1 i 1 1 60.80 9.87 9.16 .71 .00 1.00 143.52 5.18 -.49 .00 .00 -.08 .00 2 1 2 60.00 9.87 9.36 .51 .00 1.00 .00 3.74 -.49 .00 .00 -.08 .00 3 1 3 60.80 9.87 7.44 2.43 .00 2.00 .00 29.00 -3.32 .00 .00 -4.01 .00 4 1 4 60.80 9.07 7.93 1.94 .00 1.00 .00 26.14 -3.27 .00 .00 -3.96 .00 5 2 1 60.80 9.87 8.14 1.73 .00 2.00 .00 20.85 -3.22 .00 .00 -3.92 .00 6 2 2 60.80 9.07 8.16 1.72 .00 2.00 .00 7.29 -3.18 .00 .00 -3.86 .00 7 2 3 60.80 9.87 8.18 1.69 .00 1.00 .00 7.22 -3.13 .00 .00 -3.81 .00 8 2 4 60.80 9.87 8.19 2.60 .00 1.00 .00 7.14 -3.08 .00 .00 -3.76 .00 9 2 5 60.80 9.67 8.22 1.66 .00 1.00 .00 7.06 -3.04 .00 .00 -3.71 .00 10 2 6 60.80 9.87 8.23 1.64 .00 1.00 .00 6.98 -2.99 .00 .00 -3.67 .00 11 2 7 60.80 9.87 8.25 1.62 .00 1.00 .00 6.89 -2.95 .00 .00 -3.62 .00 12 2 8 60.80 9.67 8.27 2.60 .00 1.00 .00 6.81 -2.90 .00 .00 -3.57 .00 13 2 9 60.80 9.87 8.29 1.58 .00 1.00 .00 6.72 -2.86 .00 .00 -3.52 .00 14 2 10 60.80 9.87 8.31 1.56 .00 2.00 .00 6.63 -2.82 .00 .00 -3.48 .00 15 2 it 60.80 9.87 8.33 1.54 .00 1.00 .00 6.54 -2.77 .00 .00 -3.43 .00 16 2 12 60.80 9.87 8.35 1.52 .00 1.00 .00 6.46 -2.73 .00 .00 -3.39 .00 17 2 13 60.80 9.87 8.37 1.50 .00 1.00 .00 6.37 -2.69 .00 .00 -3.34 .00 18 2 14 60.80 9.87 8.40 1.48 .00 1.00 .00 6.28 -2.65 .00 .00 -3.30 .00 19 2 15 60.60 9.67 8.42 1.45 .00 1.00 .00 6.20 -2.61 .00 .00 -3.26 .00 20 2 16 60.80 9.87 8.44 1.44 .00 1.00 .00 6.11 -2.57 .00 .00 -3.22 .00 21 2 17 60.80 9.87 8.45 1.42 .00 1.00 .00 6.03 -2.53 .00 .00 -3.17 .00 22 2 18 60.80 9.87 8.47 1.40 .00 1.00 .00 5.95 -2.50 .00 .00 -3.13 .00 23 2 19 60.80 9.87 8.49 1.38 .00 1.00 .00 5.87 -2.46 .00 .00 -3.09 .00 24 3 1 60.80 9.87 8.47 1.40 .00 1.00 .00 5.05 -2.42 .00 .00 -3.05 .00 25 3 2 60.80 9.87 8.40 2.47 .00 2.00 .00 4.32 -2.38 .00 .00 -3.00 .00 26 3 3 60.80 9.87 8.34 2.53 .00 1.00 .00 4.48 -2.34 .00 .00 -2.96 .00 27 3 4 60.80 9.87 8.30 2.57 .00 1.00 .00 4.60 -2.31 .00 .00 -2.92 .00 28 3 5 60.80 9.87 8.27 1.60 .00 2.00 .00 4.69 -2.27 .00 .00 -2.88 .00 29 4 1 60.80 9.87 8.26 1.72 .00 1.00 .00 3.51 -2.23 .00 .00 -2.83 .00 30 4 2 60.80 9.87 7.94 1.93 .00 1.00 .00 2.26 -2.18 .00 .00 -2.78 .00 31 4 3 60.80 9.87 7.74 2.13 .00 1.00 .00 2.49 -2.14 .00 .00 -2.74 .00 32 4 4 60.80 9.87 7.57 2.30 .00 1.00 .00 2.69 -2.10 .00 Co. -2.69 .00 33 4 5 60.80 9.87 7.42 2.45 .00 1.00 .00 2.86 -2,06 .00 .00 -2.64 .00 34 4 6 60.80 9.87 7.29 2.58 .00 1.00 .00 3.02 -2.01 .00 .00 -2.60 .00 35 4 7 60.80 9.87 7.18 2.69 .00 1.00 .00 3.25 -1.97 .00 .00 -2.55 Co. 36 4 8 60.80 9.87 7.09 2.78 .00 1.00 .00 3.26 -1.94 .00 .00 -2.51 .00 37 4 9 60,80 9.87 7.01 2.86 .00 1.00 .00 3.35 -1.90 .00 .00 -2.46 .00 38 4 10 60.80 9.87 6.94 2.93 .00 1.00 .00 3.43 -1.86 .00 .00 -2.42 .00 39 4 11 60.80 9.87 6.08 2.99 .00 1.00 .00 3.50 -1.82 .00 .00 -2.38 .00 1 DISSOLVED OXYGEN ( MG /L) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 20.0+++.+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++*+++++++ + + + + + + + + *+ + + R + + I + + V + . + 9 25.0 +++++ +++++ Q R + * + + * + + * + + * + M + * + I + * + + * + L 10.0 +++++ * +++++ * + B + * + + * + t * + + * 4 t * + 5.0 ++++t * +++++ + * + + + + t t + + * t + + + + + + t + + * + + + + t + t + 4 t *+ + 4 + 1.04+++t++++++.+++t4+++t+++t++++++++++++++++4++++++4++++++*+++++++++++++++++t+t+++++ 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 BIOCHEMICAL OXYGEN DEMAND (MG/L ) 0 QUAL-II Btatesvi220 39 6 0 0 DISSOLVED OXYGEN s * +t BIOCHEMICAL OXYGEN DEMAND s • 0 0 1 0 0 0 BOD MG/L 20.000 1.970 .109 .000 19.500 1.944 .109 .000 19.000 13.281 5.365 .000 18.500 13.102 5.301 .000 18.000 12.916 5.236 .000 17.500 12.723 5.167 .000 17.000 12.533 5.100 .000 16.500 12.346 5.033 .000 16.000 12.162 4.967 .000 15.500 11.980 4.902 .000 15.000 11.801 4.830 .000 14.500 11.625 4.775 .000 14.000 11.451 4.713 .000 13.500 11.280 4.651 .000 13.000 11.112 4.590 .000 1 1 1 1 1 0 ORGN AMMN NIIN NIAN DO MG/L MG/L MG/L MG/L MG/L .001 .000 9.165 .003 .000 9.361 .061 .000 7.443 .124 .000 7.929 .190 .000 8.144 .258 .000 8.159 .326 .000 8.176 .392 .000 8.194 .458 .000 8.213 .523 .000 8.232 .587 .000 8.252 .650 .000 8.272 .713 .000 0.293 .774 .000 8.313 .835 .000 8.334 0 > r 16.500 10.946 4.530 .000 .895 .000 8.354 1&.000 10.782 4.471 .000 .954 .000 8.375 21.500 10.621 4.412 .000 1.013 .000 8.395 11.000 10.462 4.355 .000 1.071 .000 8.415 10.500 10.306 4.298 .000 1.127 .000 8.435 10.000 10.152 4.242 .000 1.184 .000 8.455 9.500 10.000 4.186 .000 1.239 .000 8.474 9.000 9.851 4.132 .000 1.294 .000 8.493 8.500 9.698 4.075' .000 1.350 .000 8.467 8.000 9.541 4.018 .000 1.408 .000 8.396 7.500 9.387 3.961 .000 1.464 .000 8.342 7.000 9.235 3.905 .000 1.521 .000 8.300 6.500 9.086 3.850 .000 1.576 .000 8.270 6.000 8.922 3.789 .000 1.636 .000 8.156 5.500 6.745 3.723 .000 1.702 .000 7.937 5.000 8.571 3.658 .000 1.767 .000 7.743 4.500 8.401 3.595 .000 1.831 .000 7.573 4.000 8.234 3.532 .000 1.893 .000 7.424 3.500 8.071 3.471 .000 1.955 .000 7.295 3.000 7.910 3.410 .000 2.015 .000 7.183 2.500 7.753 3.351 .000 2.074 .000 7.087 2.000 7.599 3.293 .000 2.133 .000 7.006 1.500 7.448 3.235 .000 2.190 .000 6.937 1.000 7.300 3.179 .000 2.246 .000 6.880 water/Wastewater treatment jilants C�ltt of < 1- 704 Q7Q-343Q #tatE uitlr . CO. i6ax 1111 • *tatesuille, Znrtll Larultna 28677 RED ?1EIVED August 11, 1989 AUG 1 41989, TECHNICAL SUPPORT BRANCH Mr. Trevor Clements L 512 N. Salisbury Street Raleigh, NC 27611 RE: Statesville Third Creek WWTP Draft Permit NPDES No. NCO020591 Iredell County Dear Mr. Clements: I am writing in response to Mr. Wilms letter sent August 3, 1989, regarding Cadmium, Lead and Cyanide limits on the draft permit No. NC0020591. Mr. Wilms suggested the City may want to request monitoring for metals daily. We appreciate the alternative offered, but unfortunately, our data suggest the WWTP will not be able to meet these limits. We believe the solution may be two -fold: reduction at the source as well as modification of plant operation. This will take more than the 6 months allowed by the draft permit and therefore, the City will be requesting a Special Order of Consent through the Mooresville Regional Office. Thank you for your assistance in this matter. Sincerely, /C2 L. F. "Joe" Hudson, Director Water/Wastewater Treatment LFH/sg CC: Doug Vaughn Steve Lambert State of North Carolina Department of Natural Resources and Community Development Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor R. Paul Wilms William W. Cobey, Jr., Secretary Director August.3, 19:89 Mr. Joe Hudson Director of Water and Wastewater Treatment City of Statesville P.O. Box 1111 Statesville, NC 28677 Subject: 'Statesville Third Creek WWTP Draft Permit NPDES No. NCO020591 Ir-edell County Dear Mr. Hudson: I am writing in response to Mr. Connet's letter sent June 6 regarding,the draft permit .for the Third Creek WWTP (NC0020591). You inquired about the following permit conditions: (1) Cadmium, Lead, and Cyanide Limits The metals limits are based upon a mass balance tech- nique which the Division of Environmental Management (DEM) routinely applies to municipalities with industrial contribu- tors (attached). The mass balance is based upon the 7Q10 flow for the stream which was revised since your last permit due to new flow estimates from the U.S. Geological Survey. The domestic and industrial loads were obtained from informa- tionisubmitted in the City's pretreatment headworks analysis. Based upon this information, the effluent concentration is predicted using the actual industrial and domestic loads. This value is compared to the maximum effluent concentration which will not cause instream violations of the State stan- dard for that metal. It is Division procedure to assign a limit if the predicted effluent concentration is within 1/10 of the allowable effluent concentration for the metal. P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-7015 An Equal Opportunity Affirmative Action Employer Your concern that the facility will not be able to meet its metals limits is well taken. However you should be aware that many municipalities are required to meet more stringent limits than those required in your NPDES permit. Your pre- treatment information indicates that one industry (Southern Fasteners) comprises the bulk of industrial sources of these metals. It is permitted for 67% of the cadmium (1.44 lb/d), 60% of the lead (1.25 lb/d), and 98% of the cyanide (.52 lb/d). Monitoring data indicate that the facility is per- mitted at levels which are too high. Much of the monitoring data for lead and cyanide are below detection level for the facility. The permitted limits were probably derived from a standard for metal finishers, and the City may wish to consider revising the facility's permit based on actual moni- toring data. The City may formally request to monitor for metals daily. A weekly average limit equivalent to your existing limits for protection to the chronic no effect level would apply for compliance purposes, along with -a daily maximum concentration that at a minimum protects to the acute no effect level instream. For the purposes of determining the weekly average, daily values shown to be less than detection will be considered equal to zero. Based upon these criteria, your revised metal limits would be as follows: Weekly Average Daily Maximum Parameter (ug/1) (ug/1) Cadmium 5.2 12.9 Lead 64.5 87.7 Cyanide 1.2.9 54.0 This method allows more flexibility in evaluating compliance while ensuring protection of the State's water quality stan- dards. If the City chooses this alternative, the monitoring frequency will remain fixed as daily for the duration of the permit. Your letter stated that your laboratory personnel report a cadmium detection level of 5 ug/l. To meet the proposed limit (5.2 ug/1), it is recommended that the monitoring of cadmium include the selection of an approved analytical method with the lowest possible detection and reporting lev- els. The DEM Analytical Chemistry Laboratory reports a detection level of <2 ug/l using a graphite furnace. The method is outlined in the 1979 Chemical Analysis for Water and Wastewater, reference 213.2. 40 CFR, 136.3, Table 1B lists other EPA approved methods for cadmium detection. The City may have an additional six months after issu- ance of the NPDES permit to comply with the new permit limit for cadmium. This condition will be included in your final NPDES permit renewal. (7) Request for State assistance Per your request, the State will assist the City of Statesville in evaluating plant operations and determining if modification will enable the facility to meet compliance. Jerry Whittum, the Wastewater Treatment Plant Consultant from the Winston-Salem Regional Office, has agreed to assist in evaluating the plant operations and their ability to comply with the modifications. However, we strongly recommend hir- ing a private consultant since Mr. Whittum will only be able to provide limited time to this effort. If the City of Statesville wishes to extend the proposed effective schedule for six months, you will need to request a Special Order by Consent (SOC) or a Judicial Order by Con- sent (JOC) through the Mooresville Regional Office as soon as possible. Please remember that meeting the new limit for cadmium will be extended to six months after permit issuance. Contact Rex Gleason at (704) 663-1699 for -further details. I hope that this letter adequately addresses your concerns. However, if the above decisions are unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of the issued permit. 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 11666, Raleigh, North Carolina 27604. Should you decide to switch to daily monitoring with both weekly average and daily max- imum effluent limitations, please contact this office within 10 days of receipt_ of this letter. Unless such a request is made, this decision is final and binding. If you have any further questions or matter please contact Mr. Trevor Clements from my staff at (919) 733-5083. CC: Trevor Clemente Dale Overeash Rex Gleason Jerry Whittum Central Files comments regarding this or Mr. Dale Overcash Si erel/ V R. Paul Wilms PRETREATMENT HEADWORKS REVIEW v2.0 (1/9/89) ----------------------------- Discharger: CITY OF STATESVILLE-THIRD CREEK 07/19/89 Receiving stream: THIRD CREEK Stream Class: C 7Q10: 9.800 cfs Design flow: 4.000 mgd Actual flow: 1.4185 mgd Percent industrial: 41.00%% IWC: 38.8 % Actual Actual Allowable Domestic Industrial Pollutant Standard/AL Removal Load Load Load (mg/1) Eff. (lbs/day) (lbs/day) (lbs/day) Cadmium - 0.002 S ------- 94% --------- 2.17 --------- 0.110 --------- 0.038 Chromium 0.05 S 94% 54.38 0.210 0.160 Copper 0.015 AL 96% 24.45 0.110 0.150 Nickel 0.05 S 87% 25.07 0.160 0.030 Lead 0.025 S 36% 2.55 0.260 0.047 Zinc 0.05 AL 72% 11.64 0.470 0.110 Cyanide 0.005 S 50% 0.65 0.110 0.000 Mercury 0.0002 S 86% 0.09 0.000 Silver 0.01 AL 94% 10.87 0.110 0.000 Total Predicted Allowable Influent Background Effluent Effluent Load Reserve Conc Conc Conc (lbs/day) ------------ (lbs/day) --------- (mg/1) --------- (mg/1) -------- (mg/1) Cadmium 0.15 2.02 0 0.0008 L -------- 0.0052 Chromium 0.37 54.01 0 0.0019 M 0.1290 Copper 0.26 24.19 0 0.0009 M 0.0387 Nickel 0.19 24.88 0 0.0021-M 0.1290 Lead 0.31 2.24 0 0.0166 L 0.0645 Zinc 0.58 11.06 0 0.0137 M 0.1290 Cyanide 0.11 0.54 0 0.0046 L 0.0129 Mercury 0.00 0.09 0 0.0000 0.0005 Silver 0.11 10.'76 0 0.0006 M 0.0258 • 'L , yin _ - t� i.Y nn RECEIVE JUL 21 1989 ""'ITS & . . ENGrNEERrNr- p DIVISION OF ENVIRONMENTAL MANAGEMENT July 21, 1989 MEMORANDUM TO: Arthur Mouberry FROM: D. Rex Gleason �.,.p Q,..,., PREPARED BY: Richard Brid eman SUBJECT: Draft Permit Comments Statesville -Third Creek WWTP NPDES Permit No. NC 0020591 Iredell County, North Carolina The following is in response to June 6, 1989 correspondence from the Permittee in which objections to the subject draft Permit are raised: Objection - Proposed limits for Cadmium (5.2 ug/1), Lead (64.5 ug/1), and Cyanide (12.9 ug/1) are unacceptably low and cannot currently be met. Response - Proposed limits are correctly based on stream standards set for subject pollutants and on statistical stream to effluent dilution ratio. Compliance with proposed limits will also insure protection of current water quality stream standards. Although the previous NPDES Permit did not include limit& for the subject pollutants, any completed headworks analyses used to develop local limits and specific user discharge limits had to take into consideration water quality standards in determining allowable influent loadings. A review of the City's pretreatment file suggests that neither over -allocation nor consistent noncompliance with limits set for the subject pollutants has occurred. For 1988 (2nd half) only one (1) Third Creek user was in reportable noncompliance (RNC) for Cyanide; none were in RNC for Cadmium or Lead. Also, on January 27, 1989 DEM personnel collected 24-hour composite samples (CN/grab) under normal conditions; instream waste concentrations for Cd. Pb, and CN did not exceed stream standards. Arthur Mouberry Page Two July 21, 1989 Objection - Statesville -Fourth Creek WWTP Laboratory instrumentation has a Cadmium detection limit of 5.0 ug/l. Implication that obtainable precision and accuracy may result in incidents of false noncompliance. Response - City laboratory with capabilities or Instrumentation be achieved. either needs to send samples to a commercial instrumentation having needed detection upgrade their own instrumentation. having a Cadmium detection limit of 2.0 ug/l can Permittee Request = Assistance in evaluating plant operations to determine if modifications will enable facility to comply with proposed limits. Response - Division should not function as operations/ design/engineering consultants. Permittee Request - Delay in instating proposed limits for six (6) months. Response - A chronic bioassay test conducted by the Division of Environmental Management in January, 1989 indicated no acute toxicity (mortality), but there was a significant difference in the mean reproduction of the test population in the control and test chambers. A chronic bioassay test conducted by the Division of Environmental Management in May, 1989 indicated a highly toxic effluent with total mortality in the test population. Two (2) acute bioassay tests in June, 1989 indicated acceptable toxicity (LC 0 = 42.5%) and no acute toxicity, respectively. City wi151 need to identify and eliminate or reduce toxic effluent constituents. Again, the results of the January, 1989 Division of Environmental Management sample analyses do not give credence to the City's fears. However, self -monitoring data (April, 1989) indicates that the proposed limit for Cadmium would have been violated. Approval of request would benefit City by obscuring noncompliance. Compliance at end of six month period could not be assured. Division would not have input into program to achieve compliance with discharge limits. Recommendations - Instate limits as proposed, with a recommendation that City request a compliance schedule to allow for conditional compliance should significant noncompliance occur. RMB:se .c r tL I Jaf F to l • . 1 #tatJolwAs V tile V. CD. Rivx 1111 a itatesuille, Nortll &rnlina 28677 June 6, 1989 Mr. Paul Wilms Environmental Management Commission P. V. Box 27687 Raleigh, NC, 27611-7687 ii RE: Response to Draft of Permit No. NCO020591 Dear Mr. Wilms: ater/Wastewater 01reatment'Plants 704-878-3438 ADMINISTRATIVE SERVICES RESOURCE MANAGEMENT J UN 21 1989 PERMIT & E G.NECE['NNc A review of the proposed permit for the Third Creek V. Wastewater'Treatment Plant reveals limits on Cadmium (5.2 ug/1), Lead (64.5,ug/1) and Cyanide (12.9 ug/1). Please be advised that current records show the treatment facility cannot meet these new limits. We believe these limits are unacceptably low. This proposed permit will have enormous impact on industry in Statesville. A quick survey reveals that in some instances industry will have to phase out parts of their operation. Have the environmental benefits been weighed against the cost (and possible loss of jobs) that will be incurred by the City as well as industry? How were the limits on Cadmium, Lead and Cyanide arrived at? Laboratory personnel find that 5.0 ug/1 is the detectable limit for Cadmium. Has the degree for error been taken into account for the proposed Cadmium limit? Why was the 7Q10 flow for Third Creek lowered? In order to fully understand and address this situation we feel we need answers or information to these questions. Due to the impact of this proposed permit, the City of Statesville respectfully requests the following: 1. Assistance from the State in evaluating plant operations to determine if operation modifications will enable the facility to meet compliance, and 2. Extension of the p ro p o s e d effective sc''edi"`r';'�"'�s ( July 16, 1989 ) of at least six ( 6 ) month� € 7 figs s Paul Wilms June 6, 1989 Page 2 The extension will provide time to conduct research and evaluate ways to lower current discharge levels. Thank you for your consideration in this matter. Please direct all correspondence to Joe Hudson, Director of Water and WastewaterlTreatment (704) 878-3438. Sincerely, Peter T. Connet City Manager CCi a:catkn CAI gym, fed of • zl e mac l Q = 1. �� .Pb/C �'/o c moo, dafu Jhoiv &Acc a&L )OZ4177.ftcd ti � I.aJ J l30 fu Cns l0 . 53 ��c�h fe turn ac e a 3�'79 I mif Go CN Yar�v :.31Oj/I it des : US l y\a % Fair po,-A3 Vuu vu uu>�S Eb. "PC, : G o -� St-aDUS v' � —I-�d o _ (� c-A �fo= q.$C,�, UWA Cw= O -k (ZLJ &5tn = I (ncFS (G. 8 t (D .a) (&�vuZUKA. UV\An+-= F)-Q( j �l Cam= CIcESC�u��)� t�.C, u5�1 Cxame Uw\+= Ia.� %F4V= 31u'3�,1 Cup= Elcoc4sN�1) go ' s -7, 10. 9 -+-r,. V416— . pt�v u1ee a(t2vt� ,�; �5 _ Il�uJcil V4 �c�v.2 �vv�nu- C'. W66 oSe�' ry U'✓V i U p vvgm Cty60 wv 3 dcud�, ksz(o CA) d Q�U ct o v. ( l o �-1 a I drcul as decf,&w North Carolina Division of Environmental Management Water Quality Section / Technical Services Branch Intensive Survey Unit 7 April 1989 Memorandum To: Trevor Clement / Thru: Jay Sauber/�- From: Howard Bryant /4,.n Subject: Statesville Third Creek WWTP BOD Analysis Statesville Third Creek WWTP NC0020591 Iredell County Receiving Stream: Third Creek Sub -basin: 030706 DAY BOD NH3-N TKN-N NOX-N TOTALN REPS 0 21.0 25.0 9.6 35.0 5 13.1 0.07 2.5 12.0 14.5 6 10 21.6 0.04 2.5 12.0 14.5 5 15 27.9 4 20 32.2 0.05 2.8 12.0 15.0 4 25 36.0 3 30 39.4 3 35 42.3 3 40 44.8 3 45 47.3 3 55 51.0 3 60 52.6 3 c3oD , y3A caon 3.35 Date Collected: 23/24 January 1989 Collected By: R. Bridgeman Cary Lab BOD-5: 24 mg/L Total Phosphorus: 5.8 mg/L pH: 7.9 Sulfite test for chlorine: 3 drops/100 ml 100 % sample was seeded. Range of BOD-5: 12.2 -14.1 mg/L Range of BOD-60: 51.9 - 53.2 mg/L Test evaluation: Initial N values were verified by Cary lab, but were probably a grab sample high in sludge. cc: Central Files North Carolina Division of Environmental Management Water Quality Section / Technical Services Branch Intensive Survey Unit 6 March 1989 Memorandum To: Trevor Clements�p�,,� Thru: Jay Sauber � 9�'" From: Howard Bryant // .0 Subject: Statesville Third Creek BOD NCO020591 Iredell County Receiving Stream: Third Creek Sub -basin: 030706 DAY BOD NH3-N TKN-N NOX-N TOTALN REPS 0 5 13.1 6 10 21.6 "`'`"dJ 15 27.9 ti7 4 20 25 32.2 n. 1 7 36.0 { F��,'� 4 3 35 ' ' t1t y 411 r 3 \\ 50 Date Collected: 23/24 January 1989 Collected By: R. Bridgeman Cary Lab BOD-5: Total Phosphorus: pH: 7.9 Sulfite test for chlorine: 3 drops/100 ml 100 % sample was seeded. Range of BOD-5: 12.2 -14.1 mg/L Range of BOD-40: 43.8 - 45.5 mg/L Test evaluation: still runninglllllllllll111III11111111111111111111 VSQp- �M'WU �� W tI QN'Q M'�� WVVv�J-CIJ o G3D-�C� 3 COD Low 335 mg/1 Chi a: Corr 32209 4 Coliform: MF Fecal 31616 /100m1 Pbeophytin a 32213 5 Coliform: MF Total 31504 /100m1 Color: True 80 6 Coliform: Tube Fecal 31615 /loond COIOc(pH ) 83 7 Coliform: Fecal Strep 31673 /100m1 Color: pH 7.6 82 3 Residue: Total 500 mg/I Cyanide 720 1 �� 9 Volatile 505 mg/1 Fluoride 951 10 Fixed 510 mg/I Formaldehyde 71880 11 Residue: Suspended 530 mg/I Grease and Oils 556 12 Volatile 535 mg/I Hardness_ Total 900 13 Fixed 540 mg/I Specific Cond. 95 14 pH 403 units MBAS 38260 IS Acidity to pH 4.5 436 mg/1 Phenols 32730 16 Acidity to pH 8.3 435 mg/I Sulfate 945 17 Alkalinity to pH 8.3 415 mg/i Sulfide 745 18 Alkalinity to pH 4.5 410 mg/l 19 TOC 680 mgA 20 Turbidity 76 NTU ?fELU-LAB FORM (DM SAMPLE TYPE am/ jLJ O ❑ STREAM EFFLUENT ^ LAKE ❑ INFLUENT 9DY y� ESTUARY Fnr I Ilea nNi V Lab Number: / / 460 p I Date Receive :/ �/ Time:,/ by: From: Buer ourle H nd D 1Rec'd DATA ENTRY BY: "I CK: .'T DATE REPORTED: -'ice Time End Depth DM DR DBM Value Type Composite Sample T/y±P�e - A H L T S B C lG l GNXX mg/1 us/1 USA Pt -Co ADMI ADMI m9/1 mg/I mg/I my/I ug/I m9/1 Sampling Point% Conductance at 25 C Rater Temperature (C) D.O. mg/1 pH Alkalinity Acidity Air Tempemtum (C) pi i 8.3 pH 4.5 pH 4.5 pH 8.3 2 94 10 300 400 82244 431 82243 182242 20 Salinity % Precipit)on (In/day) Cloud Cover % - Wind Direction (Deg) Stream Flow Severity Turbidity Severity Wind Velocity MAI [canStream Depth ft Stream Width ft 480 45 32 36 1351 13,50 35 4 4 i1)Tl-'FT (�ir•m o Y((•1 ! 7 ii ' /b - 3 t 4 10/86 DIVISION OF ENVIRONMENTAL MANAGEMENT TER QUALITY FIELJLAB FORM (DM COUNTY /J-('. II wr_rX � PRIORITY .. SAMPLE TYPE O R 2 BASIN �% I9 AMBIENT ❑ QA REPORT TO: AR FROC!, RRO Wa NF(SMWI mmals, ❑ STREAM LJ EFFLUENT AT BM COMPLIANCE ❑ CHAIN ❑ LAKE ❑ INFLUENT Other 6.LA_y_� IY t- ' Rn"t��n ❑ OF CUSTODY ❑ �I Shipped by: Bus nourie/Ir Sta�ff, /OTt/hJer / i7 EMERGENCY ESTUARY COLLECTOR(S): R:thn YLl IJ Y•rr< vt��ylltE J Estimated BOD Range: 0-5/5-25/25.65/40.130 or 100 plus Seed: Yes ❑ No ❑ Chlorinated: Yes � No ❑ F— 1 wb ]lee r1N1 V Lab Number: Date Received: I -,',M L� Time •�( Rec'd by: DATA ENTRY BY: � From: Pl - Bus Courier!HHand Del'. CK (I DATE REPORTED: n fti+•--r Station # /r 00 2059/ Date Begin (yy/mm/dd) �'&" 0f F3 Time Begin 0; 00 Date End - 3 01 L T]meEnd !d•!O Depth DM DB DBM Value Type A H L Co/mp� osite LJ S B Sam ]e Type - G GNXX 1 ,L 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 X NH3 as N 610 mg/1 $ { LI-Lithium 1132 ug/1 BODS 330 mg/I Chloride 940 mg/1 COD High 340 mg/1 Chi a: Tri 32217 ug/1 TXN as N 625 1't'- mg/1 '['1 Mg -Magnesium 927 mg/l COD Low 335 mg/I Chl a: Corr 32209 ug/I NO2 plus NO3 as N 630 (, m9A MmManganese 1055 ug/I Coliform: MF Fecal 31616 /100ml Pheophytin a 32213 ug/1 P: Total as P 665 mg/1 Na-Sodium 929 _ mg/1 Coliform: MF Total 31504 /100m1 Color: True 80 Pt -Co PO4 as P 70507 mgA Arsenic:Total 1002 - - ug/l Coliform: Tube Fecal 31615 /loom] ,. - ColorlpH ) 83 ADMI P: Dissolved as P 666 mg/I Se -Selenium 1147 ug/1 Coliform: Fecal Strap 31673 /100m1 Color: pH 7.6 82 ADM] He -Mercury 71900 [1!!1 )-t- ug/I Residue: Total 500 mg/I Cyanide 720 mg/I CdCadmium 1027 USA Organochlorine Pesticides Volatile 505 mg/1 Fluoride 951 mg/l Cr-Chromium:Tota13034 ugA Organophospoms Pesticides Fixed 510 mg/1 Formaldehyde 71880 mg/1 Cu-Copper 1042 ug/I Residue: Suspended 530 mg/I Grease and Oils 556 mg/1 NI -Nickel 1067 ug/1 Acid Herbicides - Volatile, 535 mg/l Hardness Total 900 mg/1 Pb-Lead 1051 ug/1 ' Fixed 540 mg/I Specific Cond. 95 uMhos/cm2 Zn-Zinc 1092 ug/1 Base/ Neutral Extractable Organics pH, 403 ' 1 [� units r MBAS 38260 mg/l Acid Extractable Organics Acidity to PH 4.5 436 mg/I Phenols 32730 ug/1 AS -Silver 1077 USA - Acidity to pH 8.3 435 .mg/I Sulfate 945ou;A AI -Aluminum 1105 ug/1 Purgeable Organics.NOA bottle.reg',d) Alkalinity to pH 8.3 415 mg/] Sulfide 745 mg/I Be -Beryllium 1012 ug/1 Alkalinity to pH 4.5 410 mg/1 Ca -Callum 916. mgA TOC 680 m9/i Co -Cobalt 1037 ug/l 1Turbidity 76 NTU Fe -Iron 1045 ug/1 Phytop]ankton Sampling Point % Conductance at 25 C Water Temperature ( D.O. mgA PH Alkalinity Acidity Ah Temperature(C) 018.3 PH 4.5 pH 4.5 pH 8.3 2 94 10 300 1 400 1 82244 1 431 82243 182242 20 Salinity % Precipition On/day) Cloud Cover % Wind Direction (Deg) Stream Flow Severity Turbidity Severity Wind Velocity M/H [canStream Depth fh Stream Width it.480 45 32 36 1351 1350 35 4 4 DIVISION OF ENVIRONMENTAL MANAGEMENT TER QUALITY FIELD -LAB FORM (D _.a+ COUNTY Q �� \ 1 PRIORITY SAMPLE TYPE O RIVER BASIN � �i4 ❑AMBIENT ❑ ❑ '/ El REPORT TO: ARO PRO RO WaRO WIRO WSRO TS CA STREAM L'J EFFLUENT AT BM ��jj// LJCOMPLIANCE ❑ CHAIN ❑ LAKE ❑ INFLUENT In Other OF CUSTODY Shipped by; Bus Courier Staff, Other ❑EMERGENCY ❑ESTUARY STATION LOCATION:.NQ Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus ra m _ Seed: _ yes ❑ No El Chlorinated: Yes e No ❑ REMARKS: . I.. I I.- nvr v Lab Number: —/ / 5: Date Received: Rec'd by; U MW From: Bus-9 ' 1 r• ndrJel a" DATA ENTRY BY: ( i\: \ CK; DATE REPORTED: 3 • ) Station # C pr, /S ]'� C� Data Begin (yy/mm/dd) Q} i Time Begin Da[e:End Qi ' Time Epd Depth DM DB DBM Value Type A H L Composite T S B I Sample Type C Q GNXX. 1 2 3 4 5 6 7 8 9 10 11 12 1.3 14 15 16 17 181 19 20 Li -Lithium 1132 ugA BOD5 310 mg/i Chloride 940 'P. - r m9/1 ; u ` NH3 as N 610 mg/I COD High 340 m9/1 Chi a: Tri 32217 � ug/1`, i TKN as N 625 mg/I M9,Magneslum 927 mg/I COD Low 335 mg/I Chl a: Corr 32209 u5/G NO2 plus NO3 as N 630 m9/1 Mn-Manganese 1055 ug/1 Collform: MF Fecal 31616, /100ml pheophytin a 32213 Q P: Total as P 665 mg/I Na-Sodium 929. mg/I. Collform: MF Total 31504 /100m1 Color: True 80 pi -so � _ - PO4 as P 70507 m9A Arsen1c3Tota1 1002— ug/I Collform: Tube Feca131615 /100.1 Color:(pH ) 83 ADMI P: Dissolved as P 666 mg/l Se -Selenium 1147 - ug/1 Collform: Fecal Strep 31673 /loom] Color: pH 7.6 82 - ADMI fig -Mercury 71900 ue/I Residue: Total 500 mg/I Cyanide 720 mg/1 .CdCadmIum 1027 ugA Organochlorine Pesticides Volatile 505 mg/I Fluoride 951 "Ning/i CrChromium:Tota13034 uSA Organophosphoms Pesticides Fixed 510 mg/1 Formaldehyde 71880 m9/l Cu-Copper 1042 ug/I - Residue: Suspended 530 m9/I Grease and Oils 556 m9/1 NI -Nickel 1067 ug/1 Acid Herbicides Volatile 535 .9/1 Hardness Tota1900 mg/] Pb-Lead 1051 ug/I Fixed 540 mg/I Specific Card. 95 uMhos/em2 Zn-Zinc 1092 ugA Base/ Neutral Extractable. Organics pH 403 units MBAS 38260 m9/I Acid Extractable Organics - Acidity to pH 4.5 436 mg/] Phenols 32730 ug/1 Ag-Silver 1077 ug/I -. Acidity to pH 8.3 435 mg/I Sulfate 945 mgA AI -Aluminum 1105 ug/I Purgeable Organics (VOA bottle reg'd) - Alkalinity to pH 8.3 415 mg/1 Sulfide 745 mg/I Be -Beryllium 1012 ug/1 - - - Alkalinity to pH 4.5 410 mg/] Ca -Calcium 916 mgA TOC 680 mg/I Co -Cobalt 1037 ug/I Turbidity 76 NTU Fe -Iron 1045 ugA Phytoplankton Sampling Point % Conductance at 25 C Water Temperature ( D.O. m94 pH Alkalinity Acidity Air Temperature (C) PH 8.3 pH 4.5 pH 4.5 pH 8.3 2 94 10 300 400 1 82244 - 431 82243 182242 ., 20 Salinity % Precipition an/day) Cloud Cover % Wind Direction Q)e9) Stream Flow Severity Turbidity Severity W Ind Velocity M/li [eanStream Depth it. Stream Width ft. 480 45 32 36 1351 1350 35 4 4 DMI/Revlsed 10/86 c— Ih rr.o n.' V DIVISION OF ENVIRONMENTAL MANAGEMENT TER QUALITY FIELD -LAB. FORM (D REPORT TO: ARO FRO M) - RO(RRO WaRO WiRO�WS� AT BM Other--...�mt RO RA O Shipped by: Bus nude Staff, Other /7 qq� -Clpp 1 file' ll-f COLLECTOR(.S): '\ 411 Estimated BOD Range: 0-5/5-25/25-65/40.130 or,�1,000 ^plus Seed: Yes ❑ No ❑ Chlorinated: Yes LH- No ❑ IORITY- SAMPLE TYPE A•yy•^^M�.BBIIENT e-JCOMPLIANCE ❑ CIA ❑ CHAIN ❑ STREAM ❑ LAKE L"J EFFLUENT ❑ INFLUE ❑EMERGENCY OF CUSTODY ❑ESTUARY �� Lab Number: &O Date Receive ) l Time: 6 Rec'd by: From: B -Courier-' and Del DATA ENTRY BY: W)VCK: ATE REPORTED: STATION LOCATION: 5S.44 C�'Z� 6 I 1JQ 1 )_ f YY e r i hl! Station # ry��A 6U +� 1 fj 1 le i t�lD Time Ti(mje Begin- �1) / is Date E/n�di % Time End M 111 (� 01 O Depth DM DB DBM Value Type A H L Co.Com PO site �TS B Sam a Type C G GNXX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 LI-Lithium 1132 - uSA BOD5 310 mg/1 Chloride 940 mg/l NH3 as N 610 mg/I COD High 340 mg/l Chl a: Tri 322 7 ug/1 TKN as N 625 mg/I Mg -Magnesium 927 mg/I COD Lou, 335 mg/l Chi a: Corr 32209 ug/1 NO2 plus NO3 as N 630 mg/i Mn-Manganese 1055 ug/I Coliform: MF Fecal 31616 /100ml Pheophytin a 32213 ug/1 P: Total as P 665 mg/I Na-Sodium 929 mg/1 Coliform: MF Total 31504 /100m1 Color: True 80 Pt -Co PO4 as P 70507 mg/1 Arsenic -.Total 1002G/() ug/I Coliform: Tube Fecal 31615 /100m1 Color:(pH ) 83 ADMI P: Dissolved as P 666 mg/I Se -Selenium 1147 ug/l Coiffures: Fecal Strep 31673 /100ml Color: pH 7.6 82 ADMI Hg-Mereery 71900 t u9/1 Residue: Total 500 mg/I Cyanide 720 mg/l CdCadmium 1027 -,�� (J is ug/i Organochlorine Pesticides Volatile 505 mg/l Fluoride 951 `t.<,:mg/1 CrChroedum:Total 1034 C3� u9A Organophosphoms PestkWes Fixed 510 mg/l Formaldehyde 71880 �mg/l Cu-Copper 1042 _5ug/I Residue: Suspended 530 mg/l Grease and Olis 556 mg/I Ni-Nickel 1067 r7 C ug/I Acid Herbicides Volatile 535 mg/l Hardness Total 900 mg/I Pb-Lead 1051 /L ug/l Fixed 540 mg/i Specific Cord. 95 uMhos/cm2 Zn-Zlnc 1092 ug/1 Base/ Neutral Extractable Organics '. PH 403 units MBAS 38260 n.y mg/I 'fit- Acid Extractable Organics Acidity to PH 4.5 436 mg/I Phenols 32730 -. - ug/I Ag-Silver 1077 ,C � r� ug/I - Acidity to pH 8.3 435 mg/l Sulfate 945 mgA AI -Aluminum 1105 C.1 t) ug/I Purgeable Organics (VOA bottle reg'd) Alkalinity to pH 8.3 415 mg/I Sulfide 745 mg/l Be -Beryllium 1012 1 J USA Alkalinity to pH 4.5 410 mg/l Ca -Calcium 916 m9A TOC 680 mg/1 Co -Cobalt 1037 -C J�� ug/1 Turbidity 76 NTU Fe -Iron 1045 = .� ugA Phytoplankton Sampling Point% Conductance at 25 C Water Temperature (C) D.O. mg/1 PH Alkalinity '� Acidity Alr Temperature (C) PH 8.3 pH 4.5 pH 4.5 pH 8.3 2 94 10 300 1 400 1 82244 431 82243 182242 20 Salinity % Precipition (In/day) Cloud Cover % Wind Direction deg) Stream Flow Severity Turbidity Severity Wind Velocity MAI Stream Depth it Stream Width it 480 45 32 36 1351 1350 35 [oan 4 i 4 �.��'i. i)'� \( 1 1 1 " 0 0f l 1 ; ^ � l 1 . )) "� ( �' 1/1'1i1 / 'Y} lot 3RD Cry s k �-- t.lF.L-?i=)::'E: r•.;T !iF. ar ger., CITY OF S'iATESWILLE- HIRD CREt,.R::�r:="ii stream: THIRD CRIED% Stream Class: C 7010: 9.800 cf2 Design flow: 4.000 mgd Actual flow: 1.4815 mod Percent industrial: 41.00 IWC: 38.E Actual Actual Allowable Domestic Industrial. Pollutant Standard/AL Removal Load Load Load (mg/1.) Eff. (lbss/day) (lbs/day) (Ibs/day) CadmiUM o.002 S 94% 2.1.7 0.110 0.03E Chromium 0.05 S 94'% 54.33 0.210 0.160 Copper- 0.00-7 L t).:ii i AL 96Y. 24.45 0. ]. if.,: 0, 150 Nickel o.c68 C,-65 PZ 87'% 25.07 0.160 0.030 Lead v.025 S 36% 2.55 0.260 0.04"7 Zinc 0.o5 Al- 72'% 11.64 0.470 0.110 Cyanide i).o05 S 50% 0.65 0.1.10 0.,C;)i0 Mercury U.);O02 S, 86% 0.09 S i l ver 0 1. AL 94% 10.87 0. 110 0.000 Total Predicted A11owable InfIuEnt Pack:ground Effluent Effluent Load Reserve Conc Conc Conc {Ibs/day) (lbs/day) (mg/1) (mg il.) (mg/1) -------------------�--------- ---- - Cadmium C)..1F, 2. -)3 0 0.o007 L 0.0052 Chromium .,).37 53.96 0 0.')018 i", 0<1290 Copper 0.26 24.19 o 0i .j i •. 0.0387 Nickel 0.19 24.8E U 0.C)020 M C).i29C) .' Lead (:.31 2.24 0 O.O159 L 0.0645 Zinc C`. 3 11.06 0 C)Q0131 M 0.1290 Cya:rr,de =::.11 0.54 0 i.00�+4 L. 0.0129 Mer-c:_r-,-v 0, 00 0.09 0 C). C) ii )C) C' . 000: Silver 0. 1:1. 1.0.76 0 0.00o5 hi cc(r)pwwvh- 5. � (�� y'Yl,BrtcfvV�V: �.oszuu.nt, C�a�j'�!