Document K6BRKYqKJmvrK1MB6RGOYGynw

PART I Page 3 of 18 Permit No. MSQ001970 A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS 1 . During the period beginning February Tl, 1993, and last ding until April 8, 1996, the permittee is authorized to discharge from outfall(s) serial numberCs) 001 (Process Wastewater). Such discharges shall be limited and monitored by the permittee as specified below: PARAMETER DISCHARGE LIMITATIONS MONITORING REQUIREMENTS kg/day (lbs/day) Daily Avg. Daily Max. Other Units (Specify) Daily Avg. Daily Max. Measurement Frequency Sample Type Flow-M /day (MGD) Temperature C( F) Biochemical Oxygen Demand (5--Day) Chemical Oxygen Demand Total Suspended Solids Ammonia (N) Chlorine, TRC Vinyl Chloride Di--N--Octyl Phthalate N/A N/A 56(123) 194(428) 223(491) 5.6(12.3) N/A N/A N/A N/A N/A 112(246) 388(856) 633(1396) 11.2(24.5) N/A N/A N/A Report N/A N/A N/A N/A N/A 0.011 N/A N/A a g/1 Report 32.2(90) N/A N/A N/A N/A 0.019 mg/1 Report Report Continuous 1/Week 1/Week 1/Week 1/Week 1/Week 2/Month 1/6 Months 1/6 Months Recorder Grab 24--Hr. 24-Hr. 24--Hr. 24--Hr. 24--Hr. Grab 24--Hr. Composite Composite Composite Composite Composite Composite 2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored twice per month with a grab sample of the effluent. 3. There shall be no discharge of floating solids or visible foam in other than trace amounts. 4. The discharge shall not cause the occurrence of a visible sheen on the surface of the receiving waters. 5.- Samples taken in compl with the monitoring requirements specified above shall be taken at the following location(s): the nearest accessible point after final treatment but actual discharge or mixing The Dissolved Oxygen shall not be less than 6.0 g/1 and shall be monitored once per week with a grab sample. VAB.0001165630 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 f 1991 SOLUBLE BOD TO TOTAL BOD RATIO SUMMER MONTH IJ VAB.OOOl165631 1991 SOLUBLE BOD TO TOTAL BOD RATIO WINTER I r ii IiI I RAT MONTH f i `i f VAB.0001165632 To _ From t* f " I * Calculation Sheet Made By Date __ Page -- V3-20G-S _of Job No. Title r> i not 4o St^l^ s 1 i/f A Oxyyesi. VAB.0001165633 2.2.0 \f\os\e wccter- VAB.OOOl165634 TO DISTRIBUTION i" DATE OCTOBER 11, 1990 FROM H. T. HARRIS SUBJECT VCM WASTE WATER SAMPLING * DATE 09/07/90 09/10/90 09/11/90 09/12/90 09/1V 90 09/13/90 09/13/ 90 09/13/90 09< 14/90 09/14/90 09/14/90 09/17/90 09/17/90 09/17/90 09/18/90 09/18/90 09/1B/90 09/19/90 09/19/90 riME POND 1 IN T PC ND i OUT POND 3 IN POND 3 OUT V 13 Lfc.N LB. lENTRaTE j ::_ _ C ! #2 . i C.T. #3/4 II * WT . , * -* *'MT MiV MiV* - iih*!***,Vi* * m 4 . rn ` * 900 1400 K SOr - rr } <4 'i * -,or> rj# -4 so __ 120 i : Vi ' -i ^ *\ J- v * W ^ | ppb 209 PPb > i i i * r*"* + + rI wi"i">rn f n mm 531 J-v ) TO J. J vf j ,; i i) i 1`33 SI 4 -; 7 i p* *- 1 j ;i ,i F t 273 713 if.] 7. -t 7 < q^ if la '-,1 U T t1"-- + 1904 | 1 1k i T 1 1 P q? -J M*J ppb ppb 303 3041 vt A/ ? hfa lit mi -- J * fcAii4 113 147 T i j jn ` ppb i`i i'i m rrt f r* w f ^ I > h, *|j A JyV, 74 V~ ppb ppb ppb fc ii `* 1 * 1 r * 1 r Hi,.. .4 J 4 fc k fr | * p.4,, .4 *. ,4 r1 i * -1 i - -fc ip 1 1 1 i > a 4 a a I-Vrii `.y '. \ ,,.i. - i. + 14 J4 4^>-'l#d.iHk-^1 r J 4 a4 - 1 * * 'ii L 1 4 a ' 1 i *.-!. - 4. JJ p| ,..r.. ri 4 -4 -I a . 4 a | 4*4*4#.,, JIPIP4I. ^ --.j ai d I.h ...................................... F -4 *1 abii P-H r + , . 1 4 -1. '- -1 1 ...................................... L '* 1 [/:. . .Y. . Y .' . Y. ' V . ' . Y.Y 4. -t*. m. >-.,.4. I**-. -'I H .Y. Y.Y ' 1 . . Y. Y ,pk- i. - I- . !klkrd>J,.4,.d,taapa4 \ -* -* 1 1 O- 45 . ih 4 4 i .i i f .... , ik l-H ,- ar ' 4' 11 * 1 .r . ............................................................ ....j ... k1 V- ..- 1 ha , J .va* .............................................a a, i aa ,p^ pa .. i . r -,-4l4k fe| + , - - 1 , , , k , | a* 4 1 i ' ' '' '` ' 'J ,a.l ,..a. , , -1 i aA i > - '4 a - .! ak 'L.,.4. ...44 aa 4 | ! :; ** | L 44.4 .aa Y 1r 4"F*4 .....................................................................; * nn Cr Lj ' ' 4 - P... -.................................................................................................. r >J4,aa|4a. s ' 24 4< -1f ip 1 '* * 1 1i j S-4 7n 579 509 345 635 2076 134 1200 1530 (1) 830 1200 1S 00 (2) 845 (2) 1000 fi 344 614 66 56 . -- -J r>^ 2y.' 160 109 1122 312 121 137 ?Q8 52 153 454 25 T 77 87 QC -- L* DISTRIBUTION RPH MRK STM :I - L, w T JT?T J i V*, n ii;1i k- 1MI REP FGJ *T-- * JW J 1 ' Kw vi U) 6:-600 v?as dumped 3a 09.-18/90 at 0600 aa3 two samples ws taken. Ot e sarrnle vis 11 5 pprn .and the 'her samp!? *.v?r 4.7 T , - ., M; \ V1 ~=- * / ' ^ rI ^ ^ * 1 *!> 1? 7 l k: f f f-. r I 1.? ^ -i * t ?1 M r VAB.0001165635 .r r 4 jVli * ` :.. j r*>. ; .i? -i..* V 1;-! ' , . v:v` tt i' A * i: 1 V. DAlii UM j POND i in | POND i OUT i POND 3 !N 09/19/90 i__________________________ 109/19/90 loo/ta/qdfnj V +4 A -T* V 09/20/90 J (3) 1200 1400 i Ann V 800 ppb 73 i 9 t ___ - 7ri Ti1 Q7 I JU 193 ppb , 123 122- 105 314 ppb go u _ 67 G7 LJ P 132 109/20/90 109/20/90 109/20/90 1000 1200 1400 82 169 107 73 13S 80 64 93 64 109/21/90 800 15 200 79 109/21/90 1100 92 173 96 |09/21/90 109/21/90 109/24/90 109/24/90 109/24/90 109/24/90 1300 1600 900 1030 1200 1400 [ 78 if 64 - 233 148 212 246 121 91 377 1 166 72 61 54 66 131 98 66 09/25/90 109/25/90 109/25/90 330 1030 1230 150 61 42 10S0 200 91 4 AT 143 52 09/25/90 09/26/90 1430 800 76 .. _ 204 83 I 184 | 50 64 ! 09/27/90 800 268 193 1.19 09/28/90 09/29/90 09/30/90 800 i * n i* Lt i -p * . 1 'P I ... 65 287 _.2 679 529 310 163 304 , TM_________________________________________ r uAi ;; I 10/01/90 10/01/90 1'0/01/90 10/02/09 10/02/09 10/02/09 10/03/90 10/03/90 10^03/90 10/04/90 10/04/90 10/04/90 T 1ME 1 POND 1 IN POND 1 oU'i POND 3 IN A l 4n 830 I ft I 1130 ppb 255 {a) \ j* j254 (b) 0 7\ rv (a) 416 (b) ppb 306 fa) fc 296 (b) 370 (a) 354 (b) PPk 175 f\a) 171 (b) 130 (a) 139 (b) 229 (a) 321 (a) 144 fa) 1530 314 (b) 276 (b) 143 (b) 423 (a) 367 (a) 155 (a) 1 830 407 (b) 234 (a) 346 (b) 254 (a) 152 (b) 11 U) v 1130 241 (b) 269 (b) 157 (b) 289 (a) 168 (a) 138 fa) 1530 . 299 (b) 1652 (a) 296 (b) 324 (a) 115 (b) 180 (a) 330 1685 (b) 319 (b) 2 (b) 107 (a) 328 (a) 85 (a) 1130 162 (fc) 1S9 (a) 336 (b) 1 \ 158 (a) 159 (b) " * ..... . 1 (a) 1545 170 (b) 84 (b) 113 (b) 830 ! H 1145 i 1530 I 80 (a) 10 (b) 138 (a) 223 (b) 149 (a) 143 (b) 1B0 (a) 18 i (b) 146 (a) 89 (a) 1 fb) ^r w 74 (a) 174 157 (b) (a) 77 (b) r --------- -- -------------------------------------- 47 (a) 165 (b) 77 (b) (3) D-SOO Hydrotsst 1.175, 2.122, 2.761 ppm D-741 Hydrotpst 6.101, 8.159, 8.281 ppm D-745 from Bleed Tank 0.0226, 0.001 ppm 1 I I p k D-600 from Blend Tank 0.145, 0.001 ppm i it VAB.0001165636 T DATE TIME POND 1 IN ppfa PCND 1 OUT ppb { POND 3 IN i r I rph 10/05/90 800 10/05/90 . 10/08/90 1145 PuS urtur, 10/08/90 1130 10/08/90 1530 1 10/09/90 10/C 9/90 , m 1Ji ij. t 1 i 113 0 10/09/90 10/10/90 iSOO 1 1 800 95 (a) i-t. (b) ^ W w (3 I 225 (b) ''VC fa) 2b (b) 19 (a) 15 (b) 1 63 U i 32 (b; 4} '' f * S IliP1 h 84 ) h n? f V~' i t:dF + ir ir. | trp - - -- - \*) *b) h41 118 (a) i * 157 fb) HO (a) 70 f\ a!f 143 (b) 991-r:* 11 (a) 155 (b) 32 (a) 25 (b) 27 (a) 92 (b) i 5'4 / -i- - 3* (b) a1 *4" w j A* \ 4 * v) 14 (1-a 66 (b) 12 (b) 28 (a) 9 D) || 2 (a) 1 (b) I 12 l1i ~r v.-. 5 1 ;-) i! if ,, 1 ---a, V--i N -- -41*iT*p `' i1* -1 [ t 7 f1 t. ; [ f r v ,1 1 i 1<;7/ "tLr 13 1 j J" --------------- " -- 4 m a-- 4 1 T+ , * (V* ;i * 13 . b s 71 (a) 21 72 (b) S 28 (b) DATE TIME POND 1 IN ppb r if* 10/11/90 10/09/90 1 % .us'i Fiiter Effluent tc Sev'et 102 pi :b 7 4 5 'Vat BliS'.Tf Sir L - o AJ nt - fp ; . Ji A ND 1 OUT ppb POND 3 IN ! PPb VAB.0001165637 VCM WASTE WATER SAMPLING fls Pi *d P. d 3.2 3 2.8 2.6 2.4 2.2 2 1.8 1.6 1.4 1.2 1 0.8 0.6 0.4 0.2 0 9/7 9/14 9/19 POND 1 IN POND 3 IN 9/21 9/25 10/1 + POND 1 OUT - TC LIMIT 10/4 10/10 VAB.0001165638 V'** k