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HomeMy WebLinkAboutNC0075353_Wasteload Allocation_19881129NPDES WASTE LOAD ALLOCATION PERMIT NO.: DICOO 7,53 3 FACILITY NAME: �4cl V )09.53 ke574 %TOnI� Facility Status: EXlb-FM PROPOSED (circle one) Permit Status: RENEWAL MkODWICATM Uri<TBV (circle one) Major Nlnor, Pipe No: Design Capacity (MGD): '0/ Domestic (% of Flow): 119b Industrial (% of Flow): Comments: RECEIVING STREAM: L 6r4h (Y1y�J� C�z�K Gass-. Sub -Basin: 0 _3 —0 30 Reference USGS Quad: Nkl (please attach) County: C 40✓�l Regional Office: (A ' Fa Mo Ra Wa Wi WS (cirele one) Requested Prepared I Reviewed Modeler Date Rec. x 1 Drainage Area (mid) 3g z Avg. Streamflow (cfs): " 7Q10 (cfs) c% Winter 7Q10 (cfs) / s 30Q2 (cfs) ZZ Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters Upstream Location Downstream — Location Effluent Characteristics Summer Winter BODS(mg/0 30 NHs N (mg/0 V V D.O. (mg/0 d✓ TSS (mg/1) 30 F. Col. (/100ml) AV PH (SU) v/ Taw 11 Comments: 'X 0 lA! 21 n65 ���� a" n �UJPAI;R'N,6'2�' � iC c 13 57'3011 N14 lcd 4655 Ill SW5 111 SW) 416 l 5b' SCALE 1:24000 1 ,If 0 1 MILE 1000 0 1000 2000 3000 4000 5" 6000. 7000 FEET 1 .5 0 t KILOMETER �' A)W •3Y CONTOUR INTERVAL 40 FEET GG MILS DOTTED LINES REPRESENT 20 FOOT CONTOURS DATUM IS MEAN SEA LEVEL _ SAGNETIC NORTH QUADRAT TER OF SHEET THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS � FOR SALE BY U. S. GEOLOGICAL SURVEY, WASHINGTON, D. C. 20242 A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST ---------------------- WASTELOAD ALLOCATION APPROVAL FORM --PE-CEIVED Nlafer Quality Section Permit Number : N0007535:3 Facility Name . ROCKY PASS REST H= Type: of Waste : 100% DOMESTIC NOV 1 4 1988 Status : PROPOSED Receiving Stream : NORTH MUDDY CREEK Asheville Regional Office Stream Class : C Asheville, North Carolina Subbasin : 030830 County : MCDOWELL Drainage Area (sq Ink 24.z Regional Office : ARO Average Flow (cfs) 51 Requ stor : HARRIS Summer 7010 01's) 9. Date of Requ_st : 9/22/88 Winter 7Qi. tcfa) 15; Quad : ''11NW 30Q2 cf_, -"---------------- RECOMMENDED EFFLUENT L7HI1: Wasieflow vm•gd): .01 S-Day ROD (mg11): 30 Ammonia Nitrogen mg/1): nr Dissolved Oxygen (mg%l: nr Td5 mg/1): 30 Fecal Coliform (4t/100ml): nr- pH (: u): nr I --------------------------------- MONITORING ...✓-.-�_� �U�/ (/ Upstream (Y/N): N Location. Downstream ,Y/N): N Location: ---------------------------------- COMMENTSL+ _--e ------ � -r PERPJIIIS & ENGINEERING I Recommended L-,- Reviewed by: // 1 j� Tech. .. uppor•t Supervisor V '.ate Regional Supervisor � Date Parmi to &. Engineer i ng r/ Date RETURN TO T-' HNICAL SERVICES t:.Y QEC 0-'� 1986, lk�1 /du- 2, G.u� �',: U, �G S ,Lc4 G �[ �T✓' (3, o Mc a /tG Nry %�G VA i T ✓�� ff "ur[ ,�� ' . 0 Oz,13 78 —5� b—I q�5p9.1i f. I IU7Qlea 46� 16 138G 414o1 I Sg<iMs' I 51r j q 1pD Ur' `el n o21386.745oi 1l o�zall wqo„13eo9•6 ts 32ndsa1 I! DQ1�>p3s4�o8cs6ux ll d3 MI ®00-4 �81111W- % Ph i31. M" I �k qqlp a 20 (�3 I 1 wtga:2rcts I I 3o9vabcR 1 QA'a 1�2af5 ` Is7ylle.gsc@ r \ O a t^ /��AGN3 ////3/9FLwl 51/c�� (,Qom /ASS 7f, i A") am") /SC/T 9,az�s— 9 Fs 3,7z»r! d,OZP US1/+r/ 7/0 a.72 = 0. LTE�FcH S �arrL = 0.3/n/ 53.&6-S7G �= i•4C7� 6, 2Sc6 3 9 c 46 ccll 7 _ / 1,37 3- - 5dcf3SS �f5 �-- //�� l•77M, 0,/73l e7T/M, 7 / ,SEC / 6 )EQcH y = 6, 6 �&Z- /7 s I, XM, - 3,71 f3 ,.A — 36 c:r' Sd'ys — SO cis T - - ... /. % 8 T,f%J/� Gcrcy�S�'�T$ Mvoily C.ce�/c� u/ ss us *emu _ 2.3�— /f� a /l J eo z k�r'a,41 v 14 . L Cl/ ffu t�ciry i6.8ryrlZ — �,q 3!5� 69 35,7o4i - - ff yesly 410, u7?4/35.6 M/Z=0,fZc{s//.,,z - , , W7 /J 1 J5.%M/L 1 IJ,9Z C!3/M,Z - �I I S Cli i 1,4 7�, ✓SG f st—t-- --00' 6,?,1.7,4 , 7 f o u 'i 579-/o- ca, Lc 0s41�1,6%su,�� — 9, 0.2 c ` �57, w7fla (3¢.�,YM'� /S,f- CGS A Pt EAWIx 1 Strcgm : 1' l 4i (i Ste m Flr,� /(_ Br'o'nch Shope CJcu �Al ion S „ /L20 l2uo ZaV __ 31. 3 � ,6,qm, •6 Mi 2.1 mi 1196 ele.v tuM disc disc Slopc 1220 0 /Za0 (IV 77 Z3 r0 /,S/ ? f /� 0 2.75 11w 0 S l,0 1,5 d�stan« Z•S A Pk DIX 1 elev CuM dist dint sia t m�Y1 ..LL II 1'101 r1S e- / BfAnC�l //7-0 5./2 2,07 /9,3 a %6 /ogo 7,�8 Slope co, ICU IatlonS zaroo }—I160' -9u = 13.1�j�„ / tt60 IOU _ Yu = A,6� —7.8bM� G, 2� t. lo$o �040 0 1 3 d�Sta�« 14? 1JTV • MODEL 1NC . MARlk0N WWTP UPS'1'Ri%,l OF ROCKY PASS REST HOME ---------- MODEL RESULTS ---------- Discharger a ROCKY PA; S REST HOPE Receiving Stream ; NORTH MUDDY CREEK ---------------- The End D.O. is 7. 1 7 mg/1. The End CBOD is 5.26 mg/1. The End NBOD is 5.90 mg/1. ------------------------------------------------------ . ILA WLA WLA DO Mi n CBOD NBOD DO Taste Flow (mg/1) Mi1epoint Reach # (1119/1) (mg/1) (mg/1) (mgd) Segment 1 5.81 0.00 1 Reach 1 b:0.00 90.00 5�.00 3 .00000 Reich 2 0.00 0.00 oloo 0.00000 Reach 3 0.00 0.00 0.00 0.00000 Reach It 45.00 90.00 0.000� 0.01000 Reach 5 0.00 0.00 0.00 0.o0000 Reach 6 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 Reach 8 0.00 0.00 0.00 0.00000 Reach 9 0.00 0.00 0.00 0.00000 W i s ha rge r a Receiving Stream : SUniTlper 7Q10 Design Temperature *** N1 iDEL. SUMMARY DATA m ROCKY PASS REST H-JME: Subbasi n NORTH MUDDY CREEK Stream r-'1 as : 0. Win -ter 7Q10 : 25. ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I K14 I KNR I KHR I I mile I ftjmij fps I ft Idesignl @201 Idesignl @201 Idesignl @201 Idesignl 16201 1 ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 0,371 31.301 0.601 1 0.88 1 0.64 1 0.51 137.73 1 33.841 0.73 1 0.50 1 0.73 1 0.00 1 Reach 1 1 I I I I I l I l I I I I ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 0.941 19,001 0.511 1 0.96 1 0.40 1 0.38 119.49 1 17.481 0.44 1 0.30 1 0.44 1 0.00 1 Reach 2 1 1 1 1 1 1 1 1 1 1 1 I 1 ----------------------------------------------------------------------------------------------------- 1I I I I I I I I I I I I Segment 1 1 0.111 13,101 0.478 1 1.40 1 0.31 1 0.29 1 -9.08 1 8.151 0.44 1 0.30 1 0.44 1 0.00 1 Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- I I I I I i I I l I I I i Segment 1 1 0.721 13,101 0.478 1 1.41 1 0.31 1 0.29 1 9.01 1 8,141 0.44 1 0.30 1 0.44 1 0.00 1 Reach 4 l I 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------ 1I I I I I I I I I I I Segment 1 1 0.301 13.101 0.479 1 1.4210.3710.2919.091 8.1510.44 10.3010.441 0,001 Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- I I I I I I I I 1 I I -I Segment 1 1 0,151 16.601 o.s12 1 1.37 1 0,40 1 0.32 112.33 1 11.061 0.44 1 0.30 1 0.44 i 0.00 1 Reach 6 I 1 1 1 I 1 1 I 1 1 1 I I ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 1.401 16,601 0.523 1 1.39 1 0.40 1 0.32 112.58 1 11,281 0.44 1 0.30 1 0.44 1 0.00 1 Reach 7 I I I ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I Segment 1 1 2.301 16.601 0,551 1 1.49 1 0,40 1 0.31 113,25 1 H .881 0.44 1 0.30 1 0,44 1 0.00 1 Reach 8 1 1 1 1 1 1 1 1 1 1 1 1 l ---------------------------------------------------------------------_-------------------------------- I i I I I I I I I I I I I Segment 1 1 4.501 6,601 0.630 1 2.16 1 0.32 1 0.25 1 4.08 1 3.661 0.44 1 0.30 1 0.44 1 0.00 1 Peach 9 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- 1 F1ow r fs w•egment 1 Reacli 1 Waste 1 4.650 HwadwatWrs I 2.300 Tributary 1 0.000 m Runoff 1 0.154 1 ("BOD 1 i BOB I D.O. 1 Mg l mg/1 I mg/7 I 1 00.000 190.000 I 5.000 1 2.000 1 1.000 I 7.440 2.000 1 1.000 1 7.440 j 2,000 1 1.000 1 7.440 030830 C 15. --=nmc:r%+ 1 0a=r-k 7 Waste I 01000 (, 0.000 I 0.000 I 0.000 Tributary ( 0.000 ( 2.000 I 1 , 000 I 7.440 Runof f ( 0. 154 { 2.000 I 1 .000 ( 7.440 Segment 1 Reach 3 • Waste: J 0.000 ( 0.000 i 0.000 I 0.000 Tributary i 7.000 I 2.000 I 1.000 J 7.440 Runoff ( 0.028 { 2.000 I 1.000 { 7.440 Segment 1 Reach 4 ',Taste I 0.016 ( 45.000 100.000 ( 0.000 Tributary J 0.000 ; 2.000 ( 1.000 J 7.440 * Runoff I 0.028 { 2.000 J 1.000 ( 7.440 Segment 1 Reach 5 Waste ( 0.000 I 0.000 { 0.000 I 0.000 Tributary J 0.250 I 2.000 I 1.000 { 7.440 * Runoff ( 0.000 ( 2.000 { 1.000 i 7.440 Segment 1 Reach G Waste { 0.000 ( 0.000 J 0.000 I 0.000 Tributary J 0.000 J 2,000 J 1.000 ( 7 .440 * Runoff I 0.000 ( 2.000 J 1.000 ( 7.440 Segment 1 Reach 7 Waste { 0.000 ( 0.000 { 0.000 ( 0.000 Tributary ( 0,300 I 2.000 I 1.000 J 7.440 * Runoff { 0.730 ( 2.000 I 1.000 { 7.440 Segment 1 Reach 8 Waste ( 0.000 0.000 ( 0.000 ( 0.000 Tr•iI_)utary ( 0.000 ( 2.000 ( 1.000 J 7.440 Runoff" J 2.170 J 2.000 ( 1.000 J 7.440 Segment 1 Reach J Waste J 0.000 J 0.000 { 0.000 J 0.000 Tr•i b u t a r y ( 20. 000 ( 2.000 ( 'i .000 I 7 .440 * Runoff J 1.560 J 2.000 ( 1.000 J 7.440 * Runoff flow is in cfs/mil e I :SUMMER • MODEL INC. MARION WWTP UPSTRM OF ROCKY PASS REST HOME • ( SEg # ( Reach # ( Seg Mi j G.O. ( CBOG ( NBOD ( Flow 1 1 0.00 5.8.1 40.81 60.55 6.95 1 I 0.01 5.83 40,77 60t49 6.95 1 1 0.02 5.85 40.74 60.43 6.95 1 1 0.03 5.87 40.70 60.37 6.95 1 1 0.04 5.89 40.67 60.31 6.96 1 1 0.05 5.91 40.63 60.26 6.96 1 1 0.06 5.93 40.60 60.20 6.96 1 '1 0.07 5.95 40.56 60.14 6.96 i 1 0.08 5.97 40.53 60.08 6.96 I 1 0.09 5.98 40.49 60.02 6.96 1 1 0.10 6.00 40.46 59.97 6.97 1 1 0.11 6.01 40.42 59.91 6.97 I 1 0.12 6.03 40.39 59.85 6.97 1 1 0•13 6:04 40.35 59.79 6.97 '1 .I 0.14 6.06 40.32 59.73 6.97 1 1 0.15 6.07 40.28 59.68 6.97 1 1 0.16 6.08 40.25 59.62 6.97 1 1 0.17 6.110 40.21 59.56 6.98 I 1 0.18 6.11 40.18 59.50 6.98 1 1 0.19 6.12 40.14 59.45 6.98 1 0.20 6.13 40.11 59.39 6.98 1 1 0.21 6.14 40.07 59.33 6.98 1 1 0.22 6.16 40.04 59.26 6.98 1 1 0.23 6.17 40.00 59.22 6.99 1 1 0.24 6.18 39.97 59.116 6.99 •1 1 0.25 6.19 39.94 59-10 6.99 l 1 0.26 6.20 39.90 59.05 6.99 1 1 O�27 6.20 39.8t 58.99 6.99 1 1 0.28 6.21 39.03 58.93 6.99 1 I 0.29 6.22 39.80 58.88 6.99 1 1 0.30 6.23 39.76 58.82 7.00 1 1 0.31 6:24 39.73 56.76 7.00 1 1 0.32 6.25 39.70 58.71 7.00 1 1 0.33 6.25 39.66 58.65 7.00 1 1 0.34 6.26 39.63 58.59 7.00 1 1 0.35 6.27 39.59 58.54 7.00 1 1 0.36 6.28 y9.56 58.48 7.01 .1 1 0.37 6.28 39.53 58.42 7.01 1 2 0.37 6.28 39.53 58.142 7.01 1 2 0.39 6.27 39.46 58.34 7.01 1 2 0.41 6.26 39.40 58.25 7.01 1 2 0.43 6.24 39.34 56.16 7,02 1 2 0.45 6.23 39.28 58.08 7.02 1 2 0.47 6.22 39.22 57.99 1.02. '-> 0.49 6.21 39.16 57.91 7.03 f 2 0.51 6.20 39.10 57.82 7.03 1 2 0.53 6.19 39.04 57.73 7.03 1 2 0.55 6.19 38.98 57.65 7.03 1 2 0.57 6.18 38.92 57.56 7.04 1 2 0.59 6.17 38,85 57.48 7.04 1 2 0.61 6,16 38.79 57.39 7.04 1 2 0.63 6.16 38.73 57.31 7.05 1 2 0.65 6.15 38.67 57.22 7.05 1 2 0.67 6.15 38.61 57.14 7.05 1 2 0.69 6.14 36.55 57.05 7.06 1 2 0.71 6.14 38.49 56.97 7.06 1 2 0♦73 6.13 38.43 56.88 7.06 1 2 0.75 6.13 38.37 56.80 7.07 1 � n 7•1 r 114 Q 1 •1 qR 71) 7 nI 1 2 0.79 6.12 38ti26 56.63 7.07 1 2 0.81 i 6.12 38.20 56.55 7.07 s� s �� 1 2 0.83 6. 12 38. 14 56.46 7.08 1 2 0185 6.11 38.08 56.36 7.08 1 2 0.87 6.11 38.02 56.30 7.08 1 2 0.89 6. •1 1 37.96 56.21 7.09 ' 1 2 0.91 6.11 37.90 56.13 7.09 I 2 0.93 6.111 37.84 56.05 7.09 1 2 0.95 6. 1 '1 37.78 55.9E 7 . '1 0 1 2 0.97 6.11 37.72 55.88 7.10 1 2 0.99 6.110 37.67 55.80 7.10 1 2 1.01 6,10 37.61 55.72 7.11 1 2 '1.03 6.10 37.55 55.63 7.11 1 2 1.05 6.10 37.49 55.55 7 . 1 '1 1 2 1.07 6.10 37.43 55.47 7.11 1 2 1.09 6.10 37.38 55.39 7.12 '1 2 1.11 6.10 37.32 55.311 7.12 1 2 1.13 6.10 .37.26 55.22 7.12 1 2 1.15 6.10 37.20 55.14 7.13 1 2 1.17 6.10 37.14 55.06 7.13 1 2 1.19 6.11 37.09 54.98 7.13 1 2 1.21 6.11 37.03 54.90 7.14 1 2 1.23 6.11 36.97 54.82 7.14 1 2 1.25 6.11 36.92 54.74 7.14 1 2 1.27 6.11 36.86 54.66 7.15 1 2 '1 .29 6. '1 '1 36.80 5 4. 58 7. Is 1 2 1.31 6.111 36.74 54.49 7.15 1 3 1.31 6.77 19.56 28.03 14.15 1 3 132 G.76 19.55 28.02 14.15 1 3 1.33 6.75 19.54 28.00 '14. '1 5 '1 3 1.34 6.75 19.53 27.90W 14.15 1 3 1.35 6.74 19.52 27.97 14.15 1 3 1.36 6.73 19.51 27.95 14.15 11 3 1.37 6.72 19.50 27.94 '14.15 3 1.38 6.12 19.49 27.92 14 - 15 1 3 1.39 6.71 19.48 27.90 '14.15 1 3 1.40 6170 19.47 27.89 14.15 1 3 1.41 6.70 19.46 27.87 14.15 1 3 1.42 6.69 '19.45 27.86 14.15 1 4 1.42 6.68 19.48 27.92 14.17 i 4 1.50 6.63 19.41 27.79 14.17 1 4 1.58 6.59 '19.33 27.66 14.17 1 4' 1.66 6.55 19�26 27.54 14.18 I 4 '1.74 6.51 19.le 27.41 14.'18 1 4 1.82 6.48 19.11 27.28 14.16 1 4 1 . 90 6.45 19.03 4.7 . 15 1 4 1.93 6.43 18.96 27,03 1 4 2.06 6.41 18.88 26.90 '14.19 '1 4 2. 14 6,39 18.81 26 . 78 14. '1 9 1 5 2.14 6.41 18.52 26.33 14.44 i 5 2.'17 6.40 18.49 26.28 14.44 1 5 2.20 6.40 18.47 26.24 14.44 5 2.23 6.39 18.44 26.20 14.44 1 5 2.26 6.39 18.42 26.15 14.44 1 5 2.29 6.38 18.39 26.11 14.44 I 5 2.32 6.38 18.37 26.06 14.44 1 5 2.35 6.37 18,34 26.02 14.44 1 5 2.38 6.37 18.31 25.98 14.44 1 5 2.41 6.37 '18.29 25.93 14.44 1 5 2.44 6.36 '18.26 25.89 14.44 1 6 2.44 6.36 18.26 25.89 14.44 1 6 2.45 6.37 '18.2 25.87 14.44 1 6 2.46 6.37 18.25 "5.86 14.44 I 6 2.47 6.38 18.24 25.85 14.44 1 6 2.48 6,38 18.23 25.83 '14.44 { a -1 1. in r j0 10 hh �r. n� •11, 1Ih 1 6 2.50 6.40 18.21 25.81 14.44 11 6 2.51 6.40 '18.20 25.79 14.44 1 !f 1 6 2.52 6.41 18< 19 25.78 1h-.44 f 6 2.53 6 .. 4 1 Is. 18 25.77 '14 .4. 4 1 6 2.54 6.42 18.18 25.75 14.44 1 6 2.55 6.42 18. 17 25.74 '14.44 ` 1 6 2.56 6.43 '18.16 25.73 14.44 1 6 2.57 t3.43 '18.15 25.71 14.44 I 6 2.58 6.43 '18. 'i4 25. 70 14.44 1 6 2.59 6.44 f8,13 25.69 14.44 1 7 2.59 6.46 17.80 25.18 14.74 7 2.69 6.51 '17.64 24.93 14.81 1 7 2.79 6.56 17.49 24.69 '14.89 1 7 2.89 6.61 17.33 24.45 14.96 f 7 2,99 6.64 17.18 24.21 15.03 1 7 3.09 6.68 17.02 23.97 15.11 1 7 3.19 6.71 16.87 23.74 15.18 1 7 3.29 6.74 16.72 23.51 15.25 1 7 3.39 6.77 16.58 23.28 15.32 1 7 3.49 6.79 16.43 23.06 15.40 1 7 3.59 6.82 16.29 22.84 15.47 1 7 3.69 6.84 16.14 22.62 15.54 1 7 3.79 6.86 16.00 22.40 15.621 1 7 3.89 6.88 15.86 22.19 15.69 1 7 3.99 6.89 15.73 21.97 15.76 1 6 3.99 6.89 f5."r3 21,97 15.76 1 8 4.09 6.93 15.11.7 21.58 115.98 1 8 4.19 6.95 15.22 21.20 16.20 1 8 4�29 6.98 14.98 20.83 16.41 '1 8 4.39 7.01 '14.75 20.47 16.63 1 8 4.49 7003 14.52 20 . '1 .,' '1 6 .85 1 8 4.59 7.06 '14.30 '19.78 17.06 1 8 4.69 7.08 14.08 19.45 '17.28 I 8 4.79 7 . 10 13 .87 1 9 . '13 17 .50 1 8 4.89 7.12 13.66 18.82 17.72 1 8 4.99 7.14 13.46 18.51 17.93 8 5.09 7.16 13,27 18.21 18.15 1 8 5, 19 7. '18 '1 3. 0 8 '1 7.92 is .37 1 8 5.29 7.19 12.89 17.64 18.58 1 8 5.39 7.21 12.71 17.36 18.80 1 8 5.49 7.213 12.53 '17.09 19.02 1 8 5.59 7.24 12.36 '16.82 '19.23 1 8 5.69 7.26 12.19 '16.57 19.45 1 8 5.79 7.27 12.02 16.31 19.67 1 8 5,89 7.29 1 '1 . 86 16.07 1 9 .89 f 8 5.99 7.30 11.7'1 '15.83 2.0.10 1 8 6.09 7.32 11.55 15.59 2.0.32 1 8 6.19 7.::3 11.40 15.36 20.54 1 8 6.29 7.34 141.25 15.114 2.0.75 1 9 6.29 7.39 6.71 8.20 40.75 1 9 6.79 7.30 6.52 7.69 41.53 1 9 7.29 7.24 6.34 7.60 42.31 1 9 7.79 7.19 6.17 7.33 43.09 1 9 8.29 7.17 6.00 7.06 43.87 1 9 8.79 7.15 5.84 6.81 4.4.65 .1 9 9.29 7.15 5.68 6.57 45.43 1 J 9. 7 n 7. 15 5.54 6.34 4 U. 2 'I 1 9 10.29 7.16 5.39 6.11 46.99 1 9 '10.79 7.17 5.26 5.90 47.77 I w e-g R e a c 5 e g M i I D. CJ . I C OD I NBOD I F 1 ow ' l • 41 1„ I C�., M E R T liE ��I�r�R ': � i' VITP MODEL RESSILILT"E! Di schar ger1 iIOC'KY PAI'� REST H':IvIE Receiving Stream 1,4ORTH MUDDY CREEK Them End L-11.0, ! _ 7. 17 mg/'I . The End CBOD is 5.25 ing/ I . Tiiw End NBOD is a,89 mq WLis WLA VILA DO. NI n R..B11D N%OD L.C' Waste FI ow {mg/1 Mi Iepoint %each i {III-D/I {mg/1 } {m1g/I ;r (myd) (ke,ach I 60.00 90.00 .7.00 W .00000 Rea r.:h ? 0.00 0.00 0.00 0.00000 R"z-ach 3 0.00 0.00 0.00 0.00000 Reach, 4 IN 0.00 0.00 0,00 0 : 00000 Reach 1.3 0.00 0.00 0.00 0.00000 Reach G 0.00 0.00 0.00 0.00000 Reach 7 0.00 0.00 0.00 0.00000 Reach 8 0.00 0.00 0.00 0.00000 Reach J 0.01_) 0.00 �0ju0 0.00 0100000 a *** 1%10DEL w UA1MARY DATA ** L: i schar,ger, Receiving Stream Summerr• 7G;10 Design Temper*atur•a: 5 ROOKY PASS REST HOME 5ubbasi n NORTH MUDDY GREET( Stream c 1ass., 9. Winter, 7Q1 0 25. ILENGTHI SLOPE1 VELOCITY I DEPTHI Kd I Kd I Ka I Ka I Kit I K11 I KHR I KHR I I mile I ft/mi 1 fps I ft Idesignl @201 Idesignl @20' Idesign( @20' Idesignl @201 1 ----------------------------------------------------------------------------------------------------- I I I I I I! I I I I I I Segment 1 1 0,371 31.301 0,601 1 0.88 1 0.64 1 0.51 137.73 1 33,841 0.73 1 0.50 1 0.73 1 0.00 1 Reach 1 I I I I I I I I I I I I ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I Segment 1 1 0,941 19,001 0,511 1 0.96 1 0.48 1 0.38 119.49 1 17.481 0.44 1 0.30 1 0.44 1 0.00 1 Reach 2 1 ! 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------------------------------------- I! I I I I I I I I I I I Segment 1 1 0.111 13.101 0.478 1 1.40 1 0.37 1 0.29 1 9.08 1 8.151 0.44 1 0,30 1 0.44 1 0.00 1 Reach 3 1 I I I I I I I I I I I I ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 0.721 13,101 0.477 1 M l 1 0.37 1 0.29 1 9.06 1 8.131 0.44 1 0.30 1 0.44 1 0.00 1 Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- i 1 1 11 1 1 1 1 1 I l i Segment 1 1 0.301 13.101 0.478 1 1.42 1 0.37 1 0.29 1 9.08 1 8.141 0.44 1 0.30 1 0.44 1 0.00 1 Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1 --------------- ----------------------:---------------------------------------------------------------- I Segment 1 1 0,151 16.601 0.512 1 1.37 1 0.40 1 0,32 112.32 1 11.051 0.44 1 0.30 1 0,44 1 0.00 1 Reach 6 I 1 1 1 1 1 1 1 ! 1 1 1 1 ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 1.401 16.601 0.523 1 1.39 1 0.40 1 0.32 112.57 1 11.281 0.44 1 0.30 1 0.44 1 0.00 1 Reach 7 I I I I I I I I I I I ! I ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I -I Segment 1 1 2.301 16.601 0,550 1 1.49 1 0,40 1 0.31 113.24 1 11.871 0.44 1 0.30 1 0.44 1 0.00 1 Reach 8 1 1 1 ! 1 ! 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment 1 1 4,501 6,601 0.630 1 2.16 1 0.32 1 0.25 1 4.00 1 3,661 0.44 1 0.30 1 0.44 1 0.00 1 Reach 9 1 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- I F 1 ow c -f s Segment 1 Reach 1 Waste 1 4y650 Ideadwaterss 1 2.300 "rr•7 butar,y I 0.000 Runoff I 0.154 1 CB01D I NcoD I D.O. i I mg/1 1 mg/7 I i-ng/1 I 1 60.000 190.000 1 5.000 I 2.000 1 1.000 1 7.440 1 2.000 I 1.000 1 7.440 1 2.000 I 1.000 I 7.440 030830 15. 0arrrY-,ar%+ 1 D.==rnh 7 E^rastre I 0.000 ( 0.000 0.000 I 0.0.00 Tr•i butar,y ( 0.000 2.000 1 .000 I 7 .440 �Runoff ( 0.154 ( 2.000 { 1.000 ( 7.440 Segment 1 Reach 3 k4aste { 0.000 ( 0.000 I 0.000 ( 0.000 Tributary ( 7.000 { 2.000 { 1.000 ( 7.440 * Runoff ( 0.028 { 2.000 { -1.000 ( 7..440 Segment 1 Reach 4 Waste I 0.000 I 0.000 { 0.000 I 0.000 Tr ibLrtar~y 0.000 { 2.000 ( 1,000 { 7.440 * Runoff ( 0.028 I 2.000 { 1 ., 000 I 7 ..440 Segment 1 Reach 5 Waste ( 0.000 ( 0.000 { 0.000 ( 0.,000 Tributary ( 0.250 { 2.000 ( 1.000 I 7.440 Runoff { 0.000 ( 2.000 j 1.000 ( 7.440 Segment 1 Reach 6 Waste I 0.000 { 0.000 I 0.000 { 0.000 Tributary I 0.000 I 2.000 1.000 ( 7.440 Runoff ( 0.000 2.000 I 1.000 ( 7.4-40 :segment 1 Reach 7 waste I 0.000 { 0.000 I 0.000 ( 0.000 Tributary ( 0.300 ( 2.000 ( 1.000 { 7.440 * Runoff { 0. 30 I 2.000 I 1.000 I 7.440 Segment 1 Reach 8 Waste i 0.000 I 0.000 ( 0.000 ( 0.000 Tributary ( 0.000 ( 2.000 { 1.000 ( 7.440 * Runoff i 2.110 ( 2.000 { 1.000 { 7.440 i Reach 9 Waste gV ( 0.000 ( (� 0 .000 ( ('�ast� 0.000 ( 0.000 Tributary I 20.000 ( 2.000 { 1 . 000 I 7 ..440 * Runoff { 1.560 { 2.000 ( 1.000 7.440 * RL!noff flow is in cfs/m7 l e i aeq # 1 Reach # 6eq Mi D.O. CBOD 1 '1 0.00 5. 8 '1 40.81 1 1 0.01 5.83 40.77 1 I 0.02 5.85 40.74 1 1 0.03 5.87 40.70 1 1 0.04 5.89 40.67 1 1 0.05 5.91 40.63 11 '1 0.06 5.93 40.60 1 i 0.07 5.95 40.56 1 1 0.08 5.97 40.53 1 1 0.09 5.98 40,49 1 1 0.10 6.00 40.46 1 1 0.11 6.01 40.42 1 1 0.12 6.03 40.39 1 '1 0. 1 3 6,011 40.35 1 1 0.14 6.06 40.32 1 '1 0.15 6.07 40.28 1 1 0.116 6.08 40.25 1 1 0.17 6.10 40.21 .1 1 0.118 6. 1 1 40.18 1 1 0.19 6.12 40.14 1 1 0.20 6.1'13 40 . 1 1 1 1 0.211 6.14 40.07 1 1 0.22 6.16 40.04 1 1 0.23 6.17 40.00 1 1 0.24 6. '1 8 39.97 1 1 0.25 6.19 39.94 1 1 0.26 6.20 39.90 '1 1 0.27 6.20 39.87 1 1 0.28 6.21 39.83 1 1 0.29 6.22 39.60 1 1 0.30 6.23 39.76 1 1 0.31 6.24 39.73 1 1 0.32 6.25 39.70 ! 1 0.33 6.25 39.66 1 1 0.34. 6.26 39.63 1 1 0.35 6.27 39.59 I 1 0.36 6.28 39.56 1 1 0.37 6.28 39.53 1 2 0.37 6.28 39.53 1 2 0.39 6.27 39.46 1 2 0.41 6.26 39.40 1 2 0.43 6.24 39.34 1 2 0.45 6.23 39.23 1 2 0.47 6.22 39.22 I 2 0.49 6. 2 'i 39.16 1 2 0.51 6.20 3 9. '1 0 1 2 0.53 6.19 .39.04 1 2 0.55 6.119 38.98 1 2 0.57 6.18 38.92 1 2 ().59 6.17 38.85 1 2 0.611 6.16 38.79 1 2 0.63 6.16 38.73 11 2 0.65 6. 15 3 81 . 67 1 2 0.67 6.15 38.611 1 2 0.69 6,14 38.55 11 2 0.71 6.14 38.49 1 2 0.73 6. '!3 38.43 1 2 0.75 6. '13 38.37 •1 _s_ 1) n 17 k •1 1 a s I I P1v06L TOAFOR INTERACTION WITH THE MARION Wkh1TP NBO0 Flow 60.55 6.95 60.49 6.95 60.43 6.95 60.37 6.95 60.31 6.96 60.26 6.96 60.20 6.96 60.14 6.96 60.08 6.96 60.02 6.96 59.97 6.97 59.91 6.97 59.85 6.97 59.79 6.97 59.73 6.91 59.68 6.97 59.62 6.97 59.56 6.98 59.50 6.98 59.45 6.98 59.39 6.98 59.33 6.98 59.28 6.98 59.22 6.99 59.16 6.99 59.10 6.99 59.05 6.99 58.99 6.99 58.93 6.99 58.88 6.99 58 � 82 7 .00 58.76 7.00 58.71 7.00 58.65 7.00 58.59 7.00 58.54 7.00 58.,48 7.01 58.42 7.01 58.42 7.01 58.34 7.01 58.25 7.01 58.16 7.02 .58.08 7.02 57.99 7.02 57.9'i 7.03 57 .82 7.03 57.73 7.03 57.65 7.03 57 .56 7 .04. 57.48 7.04 57.39 7.04 57.31 7.05 57.22. 7.05 57 . Ii 4. 7 .05 57.05 7.06 56.97 7 .06 56.88 '?.06 56.80 7.07 r.r. 171 7 n-7 7 0.79 6.12 38.26 56.63 7.07 2 0.61 6.12 38.20 56.55 7.07 2 0.8w 6. 12 38.14 56.46 7.08 1 2 0.85 5. '1 'i 38.08 56.38 7.08 • 1 2 0.87 6.11 38,012 56:30 7:08 1 2 0.89 6.11 37.96 56.21 7.09 i 2 0.91 6.11 37.90 56.13 7.09 1 2 0.93 6. '1 '1 37 .84 56.05 7.09 1 2 0,95 6.11 37.78 55.96 7.10 1 2 0.97 6. 1 1 37.72 55.88 7.10 1 2 0.99 6.10 37.67 55.80 7-10 ! 2 1.p1 6.10 37.61 55.72 7111 $ 2 1.03 6:10 37.55 55.63 7.11 1 2 1.05 6.110 37,49 55.55 7.11 1 2 1 .07 6. 10 37.43 55.47 7 . 'I 'I 1 2 1.09 6.10 37.38 55.39 7.12 i 2 1.11 61,110 37.32 55.31 7.12 1 2 1.13 6.10 37.26 55.22 7.12 1 2 '1 r 1 5 6. '1 0 3 7.20 5 5: 14 7. 13 1 2 1.17 6,10 37.14 55.06 7.13 1 2 1.19 6.1'1 37.09 54.98 7.13 l 2 1.21 6.11 37,03 54.90 7.14 ! 2 1.23 6.111 36.97 54.82 7.14 2 1.215, 6.111 36.92 54.74 7.14 1 2 1.17 6ti111 36.86 54.66 7.15 1 2 1.29 6.11 36.80 54.58 7.15 1 2 1,31 6.11 36.74 54.49 7,15 I 3 1.31 6.77 19.56 28.03 14.15 1 3 1.32 6.76 19.55 28.02 14.15 ! 3 1.33 6.75 '19.54 28.00 •14.15 i 3 1.34 6.75 19.53 27.99 14.15 1 3 1.35- 6.74 19.52 27.97 14.15 3 1.36 6.73 19.51 27.95 '14.15 1 3 1.37 6.72 19.50 27.94 14.15 1 3 1.38 6.72 19.49 27.92 '14.15 1 3 '1 .39 6. 7 '1 19.48 2 7.90 '14. '1 5 1 3 1.40 6.70 19.47 27.89 14.15 1 3 1.41 6.70 19.46 27.87 '14.15 1 3 1.42 6.69 19.45 27.86 14.15 1 4 1.42 6.69 19.45 27.86 14.15 1 1� 1.50 6.64 19.38 27.73 14.16 1 4 1.58 6.60 19.30 27.60 14.16 i 4 1.66 6.56 19.23 27.47 14.16 1 4 1.74 6.52 19.15 27.34 14.16 4 1.82 6.49 '19.08 27.21 14.17 1 4 1.90 6.46 19.Op 27.09 '14.17 1 4 1.98 6.44 18.93 26.96 14.17 i 4 2.06 6.41 '18.86 26.83 14.17 1 4 2.14 6.39 16.78 26.71 14.17 1 5 2 . '14 6.4 1 '1 8.49 26.26 14 .42 1 5 2.17 6.4.1 18,47 26.22 14142 1 5 2.20 6.40 '18.44 26.'18 '14.42 1 5 2.2.3 6.40 18 s42 26.13 14.42 1 5 2.26 6.39 18.39 26.09 14.42 1 5 2.29 6.39 18.36 26.04 14.42 ! 5 2.32 6.38 '18.34 26.00 '14.42 I 5 2.35 6.38 18.31 25•96 14.42 1 5- 2.38 6.37 •18.29 25.91 '14.42. 1 5 2.41 6.37 18.26 25.87 14.42 5 2.44 6.37 '18.24. 25.82 14.42 6 2.44 6.37 18.24 25.82 14.42 1 6 2.45 6.37 '18-23 25.81 14.42 1 6 2.46 6.38 18.22 25.80 14.42 1 6 2 -.47 6.38 18. 2 1 25.78 l4.42 i 6 2.48 0.39 18.20 25.77 14.42 4% . /T a 1 1 I i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 'I 1 1 1 'I .1 'I 1 '1 1 'I 'I 1 1 1 i seq # 6 2.50 6.40 18.18 25.74 14.42 W 2.51 6a40 'I8• 17 25.73 14.42 6 2.52 6 4'1 '18.17 25.72 14.42 6 2.53 6.41 18,16 25.70 14.42 6 2.54 6.42 1 8 . 1 5 25.69 '14 .4 2 6 2.55 6.42 18.14 25.67 '14.42 6 2.56 6.43 18.13 25.66 14.42 6 2.57 6.43 18. 12 25.65 14.42 6 2.58 6.44 18.11 25.63 14.42 6 2.59 6.44 '18.11 25.62 14.42 7 2.59 6.46 17.78 25.12 14.72 7 2.69 6.52 17.62 24.87 14.80 7 2.79 6.57 '17.46 24.63 14.87 7 2.89 6.61 17.30 24.39 14.94 7 2.99 6.65 17.15 24.15 15.02 7 3.09 6.68 '17.00 23.91 15.09 7 3.19 6.71 16.85 23.68 '15.16 7 3.29 13.7 16.70 23.45 15.24 7 3.39 6.77 16.55 23.22 15.31 7 3.49 6.80 16.40 23.00 15.38 7 3.59 6.82 16.26 22.78 15.45 7 3.0-9 6.84 16.12 22.56 15.53 7 3.79 6.86 15.98 22.34 15.60 7 3.89 6.88 15.84 22.13 '15.67 7 3.99 6.90 15.70 21.92 15.75 8 3.99 6.90 15.70 21.92 '15.75 8 4.09 6.93 '15.45 21.53 15.96 8 4.19 6.96 15.20 21.15 16.18 8 4.29 6.98 14.96 20.78 '16.40 8 4.39 7.01 14.72 20.42 16.61 8 4.49 7.03 14.50 20.07 16.83 8 4.59 7.06 '14..27 '19.73 17.05 8 4.69 7.08 14.06 19.40 '17.27 8 4.79 7.10 13.85 19.08 '17.48 6 4.89 7.12. 13,64 18.76 17.70 8 4.99 7.14 13.44 18.46 17.92 8 5.09 7.16 13.25 18.16 18.13 8 5.19 7.18 13.06 17.87 18.35 8 5.29 7.20 12.87 17.59 18.57 8 5.39 7.21 12.69 '17.31 18.78 8 5.49 7.23 12.51 '17.04 19.00 8 5.59 7.25 12.34 16.78 19.22 8 5.69 7.26 12.17 16.52 19.44 8 5.79 7.28 '12.00 16.27 19.65 8 5.89 7.29 11.84 16,02 19.87 8 5.99 7.30 11.68 15.78 2'0.09 8 6.09 7 .32 1 '1 .53 '15.55 20.30 8 6.19 7,33 11.38 15.32 20.52 8 6.29 7.34 '11.23 15.'10 20.74 9 6.29 7.39 6.70 8.18 40.74 9 6.79 7.30 6.51 7.87 41.52 9 7.29 7.24 6.33 7.58 42.30 9 7.79 7.20 6.16 7.30 43,08 9 8.29 7.17 5.99 7.04 43.86 9 8.79 7•15 5.83 6.19 44.64 9 9.29 7.15 5.67 6.55 45.42 9 9.79 7.15 5.53 6.32 46.20 9 10.29 7.16 5.38 6.10 46.98 9 10.79 7.17 5.25 5.89 47.76 Reach 5eq Mi D.O. 0BOD NB -OD FlOW