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Home My WebLink AboutNC0020931_Wasteload Allocation_19861020NPDES WASTE LOAD ALLOCATION En ineer Dat Rec. sj a , Facility Name : r Soon VI I •e. W W T-P Existing Proposed O Permit No.: C. 00 Z0101,9 i Pipe No . ' �d County • ` Design capacity (MGD) : 01 20 Industrial (% of Flow) _ ! O _ -Ibmestic of Flow) : 9 Receiving stream : U Te, CA (.e_e_k, Class: Sub -Basin: Q ?j - O -j p Reference LISGS Quad:, (o NW (Please attach) Requestor : JWl e- 104a w (Lll% Regional Office WS 2.0 (Guideline limitations, if applicable, are to be listed on the back of this form.) o Design Tl mp. ; c Drainage Area (mil) : Avg . Streamflow (cfs) :__ 7Q10 (cfs) _ , (}�Winter 7Q10 (cfs) 30Q2 (cfs) �~ l Location of D.O. minimum (miles below outfall): cj Slope (fpm) Velocity (fps) : PN K1 (base «.-, per day) : j n KZ (base e , ner day) : CJ • 3 .2'�'°� '41 • A Effluent Characteristics Monthly Aver a Cbmments n /) 0 D it 55 6- so Rec. Cb1._6fQ0Hd u 16ft Origi c�t,fi Comments: ✓ j ' Rev4 cation OLOTT Cbnf ' ti o ED Prepared By: Gi17jt fig Reviewed By: AxA, L Date : ~ .' Request No. :3505 --------------------- WA8TELOAD ALLOCATION APPROVAL FORM --------------------- Facility Name : BOONEVILLE WWTP Type of Waste : DOMESTIC/INDUSTRIAL Status : EXISTING Receiving Stream : UT TANYARD CREEK Stream Class : C Subbasin : 4abA4z 03`01-00 County : YADKIN Drainage Area (sq mi) : 0.41 Regional Office : WSRO Summer 7010 (cfs) : 0.075 Requestor : JULE SHANKLIN Winter 7010 (cfs) : 0.2 Date of Request : 1/6/87 Average Flow (cfs) : 0.5 Quad : C16NW 30Q2 (cfs) : 0.2 ------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------- SUMMER WINTER -- Wasteflow (mgd): 0.2 0.2 REDSUVIED 5-Day BOD (mg/1): 30 30 Ammonia Nitrogen (mg/1): Dissolved Oxygen (mg/1): 5 3 TSS (mg/l): 30 30 "ecal Coliform (#/100ml): (SU): 1000 1000 Division of pH : 6-9 6-9 : '-------------------------------- MONITORING --------------------------------- Jpstream (Y/N): y Location: JUST UPSTREAM OF THE PLANT }ownstream (Y/N): Y Location: AT THE MOUTH OF TANYARD CREEK ---------------------------------- COMMENTS ---------------------------------- rHE DISCHARGE SHALL NOT CAUSE THE RECEIVING WATER'S TEMPERATURE TO EXCEED 2.8mC ABOVE BACKGROUND AND IN NO CASE CAUSE IT TO EXCEED 29*C, __________________________________ __________________________________________ Recommended by Dat Reviewed by: Tech. Support Supervisor Regional Supervisor Permits & Engineering . Date _ Date Date _ _ L-�Ootu v 1A)W TP 0, ryli / °2 - o36?0 -1 v 1I a,?t VaAcL Lice K oc 'yap 0 ,tw>, ,urn. (:la.W-A4 4ka,� U -?. t 131.9,&@/)Nrya ES -VA -- 6 A= •Cn 6� OA=o•yl v►��' let' 1,.21 q5 = o ,a cT6 3oc�=U.ac� %=o,y8�g i - & 4"I&Ao a A -Lc t%-w CA-CeV � -Yt� -to 6 ctt ES -VA -- 6 A= •Cn 6� OA=o•yl v►��' let' 1,.21 q5 = o ,a cT6 3oc�=U.ac� %=o,y8�g i - & 4"I&Ao a A -Lc t%-w CA-CeV � -Yt� -to 6 ctt %s- ,0756� d=b.37 '0 =1,aa. G � 1,02.1 ?oou--.�7��=,33 C1360=� �lev� gy-0 DU- po--G�o�o ,t3 -asp SL4 C 500=13s�/�f jc n6 -57 yw.i yl l' 0 t _ 14tt/mme,-7 "d Ww�h4 - WV -rilt-Oca/ z5h'kiic) 00 -4 ow C-4 ~. � . . .� . .,.. .. ^ ---------- MODEL RESULTS ---------- Discharger : BOONEVILLE WWTP Receiving Stream : UT TANYARD CREEK ______________________________________________________________________ The End D.O. is 5.67 mg/l. The End CBOD is 26.01 mg/l. The End NBOD is 0.00 mg/l. ______________________________________________________________________ WLA WLA WLA DO Min CBOD NBOD DO Waste Flo� (mg/l) Milepoint Reach # (mg/l) ______ _________ _______ ____ (mg/1) ____ (mg/l) __ (mgd) ----------- Segment 1 5.52 0.00 1 Reach 1 135 0.00 5.00 0.20000 Reach 2 0 0.00 0.00 0.00000 Reach 3 0 0.00 0.00 0.00000 Discharger 1300PdEVIL..LE WWTP Ct_tbbasin : 030707 Receiving Streram U'i 1-i=i14JY61R1.7 CREEK S-breaffi Class. C W-s`t»tmmer 7010 0.075 Winter 7010 : 0.2 Design Te rnper-atiti-e. 24. ;LENGTH! SLOPE; VELOCITY 1 DEPTH: KI 1 KI 1 K2 1 K2 1 KN 1 KN 1 KNR ; KNR 1 1 mile 1 ftlmi; fps 1 ft ;design; 320' ;design; 120* ;design; 1201 ;design; 320, 1 ----------------------------------------------------------------------------------------------------- , , , , , , , ,, , , , , ,, , , , Segment 1 1 0.301 91.001 0.279 1 0.31 1 1.08 1 0.90 149.93 ; 45,771 0.00 1 0.00 1 0.00 1 0.00 1 Reach 1 1 1 1 1 1 1 1 i ; 1 ; 1 ----------------------------------------------------------------------------------------------------- Segment 1 ; 1.80; 42.801 0.191 1 0.48 1 0.69 1 0.57 116.09 ; 14.751 0.00 1 0.00 1 0.00 1 0.00 Reach 2 1 ; ; 1 1 ; ; 1 1 1 1 ; Segment 1 0.64; 13.301 0.145 1 0.63 1 0.50 1 0.41 1 3.79 1 3.471 0.00 1 0.00 1 0.00 1 0.00 ; Reach 3 1 1 1 1 ; 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- Flow 1 CLOD 1 h•1BOD 1 i7.0 . 1 1 cfs 1 mgll 1 mall 1 nig.l 1 Segaient 1 Reach 1 Waste 1 0.310 1 135. 000 1 0. 000 1 5. 000 Headwaters! 0. 075 1 2.000 0 1 0. 000 1 7. 650 Tributary 1 0.0i;io 1 0.("Jx00 ; 0.o� c) 1 0.000 * (:'{l.ti`ic+f f 1 0.050 0 1 2. i'it: 0 1 0.00o 1 7.630 Segment 1. Reach 2 Waste ; 0.000 1 0.000 ; 0.000 ; 0.000 'T'ribt..atary 1 0.130 1 2.000 1 0.000 ; 7.650 * Eit.tne,f'-f 1 0.160 1 2.000 1 0„000 1 7.650 Segment 1 Reach 3 Waste 1 0. 000 1 0. 000 1 0. 000 1 0.000 0 Tribt..ttary 1 0.0 0 1 0.000 ; 0.000 1 0„000 * P`.t. nc,ff 1 0. 160 ; 2. 000 1 0 . {?00 ; 7.650 * Runoff flow is in cfs/inile . . ^. . . ' �� ---------- MODEL RESULTS ---------- Discharger : BOONEVILLE WWTP Receiving Stream : UT TANYARD CREEK ______________________________________________________________________ The End D.O. is 8.97 mg/l. The End CBOD is 20.41 mg/l. The End NBOD is 0.00 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste Flov (mg/l) Milepoint Reach # (mg/l) ______ _______ ____ (mg/1) ____ (mg/l) __ (mgd) ------------ Segment 1 5.43 0.00 1 Reach 1 135 0.00 3.00 0.20000 Reach 2 0 0.00 0.00 0.00000 Reach 3 0 0.00 0.00 0.00000 *** MODEL SUMMARY DATA *** Discharger : BOONEVILLE WWTP Subbasin : 030707 Receiving Stream : UT TANYARD CREEK Stream Class: C 8ummer 7Q10 : 0.075 Winter 7010 : 0.2 Design Temperature: 15. !LENGTH! SLOPE! VELOCITY | DEPTH! Kl | 0 | K2 | K2 | KN | KN | KN0 | KNR | | mile | ft/mi| fps | ft |desbn! 2201 NesiUo! a201 Wesign| 8201 Nesign| 120^ 1 Segment 1 | 0,301 91.001 0.358 | 0.32 | 0,79 | 1.00 144.85 | 50J01 0.00 | 0.00 | 0.00 | 0.00 | Reach 1 | | | | | | | | | | | / | Segment 1 | 1.801 42.801 0.278 | 0.52 | 0.51 | V.64 119.21 | 21.421 0.00 | 0.00 | 0.00 | 0.00 | Reach 2 1 | i | | | | i | | | | | Segment 1 | 0.641 13.301 0.220 0.6B | 0.35 | 0,44 | 4.72 | 5.861 0.00 | 0.00 | 0.00 | 0.00 | Reach 3 | / | | | | | | | It | | | ----------------------------------------------------------------------------------------------------- ( Flow | CBOD | NBOD | D.O. | | cfs | mg/l | mg/l | Mg/1 | Segment 1 Reach 1 Waste | 0.310 |135.000 | 0.000 | 3.000 Headwaters| 0.200 | 2.000 | 0.000 | 9.200 Tributary | 0.000 | 0.000 0.000 1 0.000 * Runoff | 0.170 | 2.000 | 0.000 | 9.200 Segment 1 Reach 2 Waste | 0.000 | 0.000 | 0.000 | 0.000 Tributary | 0.250 | 2.000 | 0.000 | 9.200 * Runoff | 0.330 | 2.000 1 0.000 | 9.200 Segment 1 Reach 3 Waste | 0.000 | 0.000 | 0.000 | 0.000 Tributary | 0.000 | 0.000 i 0.000 | 0.000 * Runoff | 0.330 | 2.000 1 0.000 | 9.200 * Runoff flow is in cfs/mile Seg # { Reach # Seg Mi | D.O. | CBOD | NBOD 1 Flow 1 1 0.00 5.52 109.09 0.00 0.39 1 1 0.03 5.70 107.91 0.00 0.39 1 1 0.06 5.84 106.74 0.00 0.39 1 1 0.09 5.95 105.59 0.00 0.39 1 1 0.12 6.03 104.45 0.00 0.39 1 1 0.15 6.10 103.32 0.00 0.39 1 1 0.18 6.16 102.21 0.00 0.39 1 1 0.21 6.20 101.11 0.00 0.40 1 1 0.24 6.24 100.03 0.00 0.40 1 1 0.27 6.28 98.96 0.00 0.40 1 1 0.30 6.31 97.90 0.00 0.40 1 2 0.30 6.64 74.37 0.00 0.53 1 2 0.40 6.19 70.70 0.00 0.55 1 2 0.50 5.99 67.27 0.00 0.56 1 2 0.60 5.93 64.06 0.00 0.58 1 2 0.70 5.94 61.05 0.00 0.59 1 2 0.80 6.00 58.22 0.00 0.61 1 2 0.90 6.08 55.56 0.00 0.63 1 2 1.00 6.16 53.06 0.00 0164 1 2 1.10 6.25 50.71 0.00 0.66 1 2 1.20 6.34 48.49 0.00 0.67 1 2 1.30 6.43 46.39 0.00 0.69 1 2 1.40 6.52 44.41 0.00 0.71 1 2 1.50 6.60 42.54 0.00 0.72 1 2 1.60 6.68 40.77 0.00 0.74 1 2 1.70 6.75 39.09 0.00 0.75 1 2 1.80 6.82 37.49 0.00 0.77 1 2 1.90 6.89 35.98 0.00 0.79 1 2 2.00 6.95 34.54 0.00 0.80 1 2 2.10 7.01 33.18 0.00 0.82 1 3 2.10 7.01 33.18 0.00 0.82 1 3 2.18 6.69 32.16 0.00 0.83 1 3 2.26 6.43 31.17 0.00 0.84 1 3 2.34 6.22 30.23 0.00 0.86 1 3 2.42 6.04 29.32 0.00 0.87 1 3 2.50 5.91 28.45 0.00 0.88 1 3 2.58 5.81 27.60 0.00 0.89 1 3 2.66 5.73 26.79 0.00 0.91 1 3 2.74 5.67 26.01 0.00 0.92 Seg # | Reach # | Seg Mi | D.O. | CBOD | NBOD | Flow i 1 1 0.00 5.52 109.09 0.00 0.39 1 1 0.03 5.70 107.91 0.00 0.39 1 1 0.06 5.84 106.74 0.00 0.39 1 1 0.09 5.95 105.59 0.00 0.39 1 1 0.12 6.03 104.45 0.00 0.39 1 1 0.15 6.10 103.32 0.00 0.39 1 1 0.18 6.16 102.21 0.00 0.39 1 1 0.21 6.20 101.11 0.00 0.40 1 1 0.24 6.24 100.03 0.00 0.40 1 1 0.27 6.28 98.96 0.00 0.40 1 1 0.30 6.31 97.90 0.00 0.40 1 2 0.30 6.64 74.37 0.00 0.53 1 2 0.40 6.19 70.70 0.00 0.55 1 2 0.50 5.99 67.27 0.00 0.56 1 2 0.60 5.93 64.06 0.00 0.58 1 2 0.70 5.94 61.05 0.00 0.59 1 2 0.80 6.00 58.22 0.00 0.61 1 2 0.90 6.08 55.56 0.00 0.63 1 2 1.00 6.16 53.06 0.00 0.64 1 2 1.10 6.25 50.71 0.00 0.66 1 2 1.20 6.34 48.49 0.00 0.67 | Beg # | Reach # | Beg Mi 1 D.O. | CBOD | NBOD | Flow | 1 1 0.00 5.43 82.84 0.00 0.51 1 1 0.03 6.15 81.70 0.00 0.52 1 1 0.06 6.72 80.59 0.00 0.52 1 1 0.09 7.17 79.50 0.00 0.53 1 1 0.12 7.52 78.43 0.00 0.53 1 1 0.15 7.81 77.38 0.00 0.54 1 1 0.18 8.03 76.35 0.00 0.54 1 1 0.21 8.21 75.35 0.00 0.55 1 1 0.24 8.36 74.36 0.00 0.55 1 1 0.27 8.48 73.39 0.00 0.56 1 1 0.30 8.57 72.44 0.00 0.56 1 2 0.30 8.77 50.78 0.00 0.81 1 2 0.40 8.83 48.28 0.00 0.84 1 2 0.50 8.88 46.01 0.00 0.88 1 2 0.60 8.94 43.92 0.00 0.91 1 2 0.70 8.99 41.98 0.00 0.94 1 2 0.80 9.04 40.17 0.00 0.98 1 2 0.90 9.09 38.49 0.00 1.01 1 2 1.00 9.13 36.91 0.00 1.04 1 2 1.10 9.17 35.44 0.00 1.07 1 2 1.20 9.21 34.06 0.00 1.11 1 2 1.30 9.25 32.76 0.00 1.14 1 2 1.40 9.29 31.54 0.00 1.17 1 2 1.50 9.32 30.39 0.00 1.21 1 2 1.60 9.35 29.30 0.00 1.24 1 2 1.70 9.38 28.27 0.00 1.27 1 2 1.80 9.41 27.30 0.00 1.31 1 2 1.90 9.43 26.37 0.00 1.34 1 2 2.00 9.46 25.50 0.00 1.37 1 2 2.10 9.48 24.67 0.00 1.40 1 3 2.10 9.48 24.67 0.00 1.40 1 3 2.18 9.37 24.06 0.00 1.43 1 3 2.26 9.28 23.48 0.00 1.46 1 3 2.34 9.20 22.92 0.00 1.48 1 3 2.42 9.13 22.38 0.00 1.51 1 3 2.50 9.08 21.86 0.00 1.54 1 3 2.58 9.03 21.36 0.00 1.56 1 3 2.66 9.00 20.87 0.00 1.59 1 3 2.74 8.97 20.41 0.00 1.62 | Beg # | Reach # | Beg Mi | D.O. | CBOD 1 NBOD | Flow | 1 1 0.00 5.43 82.84 0.00 0.51 1 1 0.03 6.15 81.70 0.00 0.52 1 1 0.06 6.72 80.59 0.00 0.52 1 1 0.09 7.17 79.50 0.00 0.53 1 1 0.12 7.52 78.43 0.00 0.53 1 1 0.15 7.81 77.38 0.00 0.54 1 1 0.18 8.03 76.35 0.00 0.54 1 1 0.21 8.21 75.35 0.00 0.55 1 1 0.24 8.36 74.36 0.00 0.55 1 1 0.27 8.48 73.39 0.00 0.56 1 1 0.30 8.57 72.44 0.00 0.56 5 St'i-ea.m ma;gstetm — 6raACL Slane Caicul41-tens Tovkj, 0- 31 -,'-1 L4 soy 6/6 020 CV� elt� dust s�o �v o y vD ; 8 goJ I. ,r10 23l,S, 13.3 o I s) ',,5 x Facility Name: Existing Q( Proposed O WASTE LOAD ALLOCATION Permit No.: /v � .v O ! 3 Pipe No . • U o f Design Capacity (MGD): Industrial Receiving Stream: rL . EYE ineer I Data riG Date - 3 Count " y: la- ✓ .fl1 (% of Flow) : U Ibmestic (% of Flow) : /0 O Class: Sub -Basin: C; 30 -7 a Reference USGS Quad: /?-LO (Please attach) Requestor: 6L. Regional Office Cu E% U i`��c,�•E (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: � Drainage Area (mi2): ,� Avg. Streamflow (cfs): D•5 7Ql0 (cfs) _ , Q 75 ._ Winter 7Q10 (cfs) ©• 02 30Q2 (cfs) Location of D.O. minimum (miles below outfall) : slope (fpm) C Velocity (fps) : 7 Kl (base e, per day) : QWk r, K2 (base e . per day); 1411, (( a) ./! )Pne All '8Y Effluent Characteristics Monthly Average Comments a- rYVD10a S o ec&.P NT. r D� Effluent 11i•;:)nthly Characteristics 1"_verage Comments ©p : d Y 5 1 3� S� Ori+tll 6cation O Comments: /) JJO !Af1cation O~I)LO09ED Confirmation O "f 1L"Prepared By: Reviewed By: Date: Request No. :3467 --- WASTELOAD ALLOCATION APPROVAL FORM --------------------- Facility Name : TOWN OF BOONVILLE Type of Waste : DOMESTIC Status : EXISTING Receiving Stream : TANYARD CREEK'{T` Stream Class : C Subbasin : 030702 County : YADKIN Drainage Area Regional Office : WSRO Summer 7010 Requestor : LISA SALEH Winter 7010 Date of Request : 12/8/86 Average Flow Quad : C16NW 3002 ------------------------- RECOMMENDED EFFLUENT LIMITS : Wasteflow (mgd): 5-Day BOD (mg/l>: Ammonia Nitrogen (mg/1): Dissolved Oxygen (mg/1): TSS (mg/.'I.).- Fecal Coliform (#/100ml): pH (SU): : : : ��| (sq mi) : 0^,` �� (cfs) : ^~°° (cfs) :0 6 0'a-, (cfs) : �-. (cfs) _________________________ - '�`v�Jm�� - -- ~' 0.1 (]'\ 30 �/� INNIN11111" 7111 4 �� 1�� ]�N 30 �� "'"^~-' 1000 6-9 \~--ER)yfG VAN ----- MONITORING '~y-'.�'- Upstream (Y/N): Y Location: UPSTREAM OF WWTP' Downstream (Y/N): Y Location: AT SR 1367 � ---------------------------------- COMMENTS ------------------- =-------------- � I �1 (7 Recommended by Date � Reviewed by: Tech. Support Supervisor Regional Supervisor Permits & Engineering Date Date Date - r- - - 100t IrU-�j mit)J 1 %O pW D. rhy( - �= I-5b ry, a {,Zp=l �r7 1JW G mi 1-,2-35 o3o7a -2 (/O-Ac , c-1e �Com'vx� aAd ; /-u 0-5& 5 Y�k a) iCw . t.� ,�- CIA = cc 19,E 10 Hsu, AAA 0.5o �5 '%.IEIG( ,ya,= , 015 C.;5 � &A= 1 •.21 q5 wail= 6 Lc YrOcv=o,y87g 1-7 0.4 = & % Loa - 3 e F� 6 A /71 U Yn U 0 G 1)5- DO y -ko iaw -/y _ 33 �OJ 601) _.. Go=go%d o po�9a% �s lope- (51OP4 13 ,Qs-,, vo co) -�"' (�JJ 6A,( S 44a✓! n,c - l tAIIA ' - z) ---------- MODEL RESULTS ---------- Discharger : TOWN OF BOONEVILLE WWTP Receiving Stream : TANYARD CREEK ______________________________________________________________________ The End D.O. is 6.63 mg/l. The End CBOD is 14.76 mg/l. The End ______________________________________________________________________ NBOD is 0.00 mg/l. WLA WLA WLA DO Min CBOD NBOD DO Waste Flc (mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd) Segment 1 5.19 0.00 1 Reach 1 135 0.00 4.00 0.1000{ Reach 2 0 0.00 0.00 0.0000( Reach 3 0 0.00 0.00 0.0000{ *** f";ODEL. SUMMARY DATA **-*- Discharger . TOWN OF liC.ONEVTi-L.E WWTP St..tbbasir-r 030702 feceivi.rig Str-eafn Tt-^NY(`RD CREEK stream Class: C: Sufnnrer"• 7Q10 0.0'75 Wiriter 71,11.0 d 0.2 Design Temper-arture b 24 ;LENGTH; SLOPE, VELOCITY ; DEPTH; K1 ; K1 ; K2 ; K2 ; KN ; KH ; KNR ; KHR mile ; ftfmi; fps ; ft ;design; Z204 ;design; 0201 ;design; Z201 ;design; 9201 ----------------------------------------------------------------------------------------------------- Segment 1 ; 0.30; 91.001 0.192 ; 0.29 ; 0.90 ; 0.75 134.26 ; 31.40; 0.00 / 0.00 ; 0.00 ; 0.00 ; Reach 1 ; ; 11 ; 11 ; 11 11 ; ; ; 11 ; Segment 1 ; 1.801 42.80; 0.158 ; 0.47 ; 0.64 ; 0.53 ;13.28 ; 12.17; 0.00 ; 0.00 ; 0.00 ; 0.00 ; Reach 2 ; ; ; ; 11 ; ; 11 ; ; ; 11 1 Segment 1 ; 0.64; 13.30; 0.126 ; 0.62 ; 0.49 ; 0.41 ; 3.29 ; 3.02; 0.00 ; 0.00 ; 0.00 ; 0.00 ; Reach 3 ; ; ; ; ; ; ; 11 ; ; ; 11 ----------------------------------------------------------------------------------------------------- 1 Flow CBOD 1 ; cfs ; mg/l ; Seginerrt 1 Reacti 1 Waste ; 0.155 1135.000 ; iAeatdwsters; 0.075 ; 2.000 ; TribUtar-y ; 0.000 ; 0.000 � * Runoff ; 0.050 ; 2. 000 � Seginer nt 1 Reach 2 Wzasite ; 0.000 0 ; TribUtatry ; 0.130 ; RUrr0•f f ; 0. 1.63 ; 3egmerit 1 Reacti 3 Waste ; 0.000 ; TribUtary ; 0.000 RUI-rel-ff ; 0.160 ; ;VBOD ; D . 0. ; mgll ; nrg/1 11 0.000 ; 7. fa` 0 0.000 ; 0. 000 0. 000 ; 7.650 2.000 ; 0.0 0 ; 7.650 2. c_u_ 0 ; 0. 000 ; 7.650 0.000 ; 0.00 r ; 0.000 * ;• uri ff flow is iri cfslrr�ile Seg # } Reach # | Seg Mi | D.O. | CBOD | NBOD 1 Flow 1 1 0.00 5.19 91.63 0.00 0.23 1 1 0.03 5.46 90.27 0.00 0.23 1 1 0.06 5.66 88.93 0.00 0.23 1 1 0.09 5.82 87.62 0.00 0.23 1 1 0.12 5.94 86.32 0.00 0.24 1 1 0.15 6.03 85.05 0.00 0.24 1 1 0.18 6.11 83.81 0.00 0.24 1 1 0.21 6.18 82.58 0.00 0.24 1 1 0.24 6.23 81.38 0.00 0.24 1 1 0.27 6.28 80.19 0.00 0.24 1 1 0.30 6.32 79.03 0.00 0.25 1 2 0.30 6.78 52.33 0.00 0.38 1 2 0.40 6.53 49.00 0.00 0.39 1 2 0.50 6.45 45.96 0.00 0.41 1 2 0.60 6.45 43.19 0.00 0.42 1 2 0.70 6.50 40.64 0.00 0.44 1 2 0.80 6.58 38.30 0.00 0.46 1 2 0.90 6.66 36.14 0.00 0.47 1 2 1.00 6.75 34.14 0.00 0.49 1 2 1.10 6.84 32.30 0.00 0.51 1 2 1.20 6.92 30.58 0.00 0.52 1 2 1.30 7.00 28.99 0.00 0.54 1 2 1.40 7.07 27.50 0.00 0.55 1 2 1.50 7.14 26.12 0.00 0.57 1 2 1.60 7.21 24.82 0.00 0.59 1 2 1.70 7.27 23.61 0.00 0.60 1 2 1.80 7.33 22.48 0.00 0.62 1 2 1.90 7.38 21.42 0.00 0.64 1 2 2.00 7.44 20.42 0.00 0.65 1 2 2.10 7.48 19.48 0.00 0.67 1 3 2.10 7.48 19.48 0.00 0.67 1 3 2.18 7.27 18.79 0.00 0.68 1 3 2.26 7.10 18.14 0.00 0.69 1 3 2.34 6.96 17.51 0.00 0.71 1 3 2.42 6.85 16.91 0.00 0.72 1 3 2.50 6.77 16.34 0.00 0.73 1 3 2.58 6.71 15.79 0.00 0.75 1 3 2.66 6.66 15.27 0.00 0.76 1 3 2.74 6.63 14.76 0.00 0.77 Seg # | Reach # | Seg Mi | D.O. | CBOD | NBOD | Flow | 1 1 0.00 5.19 91.63 0.00 0.23 1 1 0.03 5.46 90.27 0.00 0.23 1 1 0.06 5.66 88.93 0.00 0.23 1 1 0.09 5.82 87.62 0.00 0.23 1 1 0.12 5.94 86.32 0.00 0.24 1 1 0.15 6.03 85.05 0.00 0.24 1 1 0.18 6.11 83.81 0.00 0.24 1 1 0.21 6.18 82.58 0.00 0.24 1 1 0.24 6.23 81.38 0.00 0.24 1 1 0.27 6.28 80.19 0.00 0.24 1 1 0.30 6.32 79.03 0.00 0.25 1 2 0.30 6.78 52.33 0.00 0.38 1 2 0.40 6.53 49.00 0.00 0.39 1 2 0.50 6.45 45.96 0.00 0.41 1 2 0.60 6.45 43.19 0.00 0.42 1 2 0.70 6.50 40.64 0.00 0.44 1 2 0.8O 6.58 38.30 0.00 0.46 1 2 0.90 6.66 36.14 0.00 0.47 1 2 1.00 6.75 34.14 0.00 0.49 1 2 1.10 6.84 32.30 0.00 0.51 ' , .. ---------- MODEL RESULTS ---------- Discharger : TOWN OF BOONEVILLE WWTP Receiving Stream : TANYARD CREEK ______________________________________________________________________ The End D.O. is 9.40 mg/l. The End CBOD is 11.74 mg/l. The End NBOD is 0.00 mg/l. Segment 1 Reach 1 Reach 2 Reach 3 DO Min (mg/l) Milepoint Reach # 5.18 0.00 1 --------------------------- WLA WLA WLA CBOD NBOD DO Waste F1/ (mg/1) (mg/l) (mg/l) (mgd) 135 0.00 0.00 0.1000( 0 0.00 0.00 0.0000( 0 0.00 0.00 0.0000( *** MODEL. SUMMARY DATA **.* Discharger- : TOWN OF BLH. NEV I L.L.E WWTP Subbas i n : 0 30 70P Receiving Stream . TANYARD CREEK Stream Class: C Summer 7Q10 : 0.075 Winter 7C110 : 0.2 Design Temperature: 15. !LENGTH; SLOPE! VELOCITY 1 DEPTH! KI 1 KI 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1 1 aile 1 ftiail fos 1 ft Idesion; 120' ;design! 920' :design; 120' ldesign; 120' 1 Segment 1 ; 0.301 91.001 0.273 1 010 ; 001 1 O A9 140AI 1 44.721 0.00 1 040 1 0.00 1 0.00 1 Reach 1 1 1 t 1 ! 1 1 t 1 1 1 ; 1 Segment 1 1 1.80; 42.801 0.248 ; 0.51 1 DA9 1 002 117.16 1 11 131 600 1 0.00 1 0.00 ; 0.00 1 Reach 2 1 1 1 ; 1 ; 1 1 1 1 ; 1 1 1 i f ----------------------------------------------------------------------------------------------------- 1 1 , , I 11 , 11 I1 ti i i 1 11 , .1 , Segment 1 1 0.641 13.301 0.203 1 027 1 0.34 1 O X ; 4.35 1 4.851 0.00 1 0.00 1 0.00 1 0.00 1 Reach 3; ; 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- t=low 1 CBOD 1 N1.OD ; U.U. 1 cfs 1 mg/1 1 mg/1 1 mg/1 1 Segment 1 Reach 1 Waste 1 0.155 1135.000 1 0.000 1 0.000 0 Headwaters; 0.200 ; 2.000 1 0.000 ; 9.200 Tributary ! 0.000 ; 0.000 ; 0.000 1 0.000 * Runoff 1 0.170 1 2.000 1 0.000 1 9.200 Segment 1 Reach 2 Waste 1 0.000 ; 0.000 ; 0.000 ; 0.000 Tributary 1 0.250 1 2.000 1 0.000 1 9.200 Runoff 1 0.330 1. 2.000 ; 0.000 1 9.200 Segment i Reach S Waste 1 0.000 ; 0.000 1 0.000 ; 0.00Cs Tributary 1 0.000 1 0.000 ; 0.000 ; 0.000 * Runoff 1 0.330 1 2.000 1 0.000 ! 9.200 * Runoff flow is in cfs/mile Seg # | Reach # 1 Seg Ni | D.O. 1 CBOD | NBOD 1 Flow 1 1 0.00 5.18 60.07 0.00 0.36 1 1 0.03 6.17 58.97 0.00 0.36 1 1 0.06 6.91 57.90 0.00 0.37 1 1 0.09 7.47 56.86 0.00 0.37 1 1 0.12 7.90 55.85 0.00 0.38 1 1 0.15 8.23 54.87 0.0V 0.38 1 1 0.18 8.48 53.91 0.00 0.39 1 1 0.21 8.67 52.98 0.00 0.39 1 1 0.24 8.82 52.08 0.00 0.40 1 1 0.27 8.94 51.20 0.00 0.40 1 1 0.30 9.03 50.34 0.00 0.41 1 2 0.30 9.09 31.92 0.00 0.66 1 2 0.40 9.18 30.12 0.00 0.69 1 2 0.50 9.25 28.49 0.00 0.72 1 2 0.60 9.31 27.00 0.00 0.76 1 2 0.70 9.36 25.64 0.00 0.79 1 2 0.80 9.40 24.39 0.00 0.82 1 2 0.90 9.44 23.25 0.00 0.85 1 2 1.00 9.48 22.19 0.00 0.89 1 2 1.10 9.51 21.20 0.00 0.92 1 2 1.20 9.54 20.29 0.00 0.95 1 2 1.30 9.57 19.44 0.00 0.99 1 2 1.40 9.59 18.65 0.00 1.02 1 2 1.50 9.62 17.91 0.00 1.05 1 2 1.60 9.64 17.22 0.00 1.08 1 2 1.70 9.66 16.57 0.00 1.12 1 2 1.80 9.68 15.95 0.00 1.15 1 2 1.90 9.70 15,38 0.00 1.18 1 2 2.00 9.71 14.84 0.00 1.22 1 2 2.10 9.73 14.32 0.00 1.25 1 3 2.10 9.73 14.32 0.00 1.25 1 3 2.18 9.66 13.95 0.00 1.28 1 3 2.26 9.60 13.60 0.00 1.30 1 3 2.34 9.54 13.26 0.00 1.33 1 3 2.42 9.50 12.93 0.00 1.36 1 3 2.50 9.47 12.61 0.00 1.38 1 3 2.58 9.44 12.31 0.00 1.41 1 3 2.66 9.41 12.02 0.00 1.43 1 3 2.74 9.40 11.74 0.00 1.46 Seg # | Reach # | Seg Ni 1 D.O. | CBOD 1 NBOD | Flow | 1 1 0.00 5.18 60.07 0.00 0.36 1 1 0.03 6.17 58.97 0.00 0.36 1 1 0.06 6.91 57.90 0.00 0.37 1 1 0.09 7.47 56.86 0.00 0.37 1 1 0.12 7.90 55.85 0.00 0.38 1 1 0.15 8.23 54.87 0.00 0.38 1 1 0.18 8.48 53.91 0.00 0.39 1 1 0.21 8.67 52.98 0.00 0.39 1 1 0.24 8.82 52.08 0.00 0.40 1 1 0.27 8.94 51.20 0.00 0.40 1 1 0.30 9.03 50.34 0.00 0.41 1 2 0.30 9.09 31.92 0.00 0.66 1 2 0.40 9.18 30.12 0.00 0.69 1 2 0.50 9.25 28.49 0.00 0.72 1 2 0.60 9.31 27.00 0.00 0.76 1 2 0.70 9.36 25.64 0.00 0.79 1 2 0.80 9.40 24.39 0.00 0.82 1 2 0.90 9.44 23.25 0.00 0.85 1 2 1.00 9.48 22.19 0.00 0.89 1 2 1.10 9.51 21.20 0.00 0.92 1 0 1 on 0 W^ on 00 o oo o 0� 7auvr� off' rye y,'I Ce 0. ve X, ks�1 OA 44- �.5c W C�,q= a.00G�is 0.3 64f r,14, yios= o. l71 y 3 �.34 -LI?& ern� 0 3070 /a-2-0,L ,�o ry /--// - U 40 otCX4Wi,r -/o 4- c) C6.`75-6, o, 0 �u� a ..CIA (3-0 a duo " 2, 0 CA = o.3 c4 to-o= qO,a ,f-itv= 1od l k CL C,& t=1,(,�v aU= aLi aI�nc�= ,15�C5 0/bo-�,.3 .lam j. 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