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Home My WebLink AboutNC0056561_Wasteload Allocation_19890522NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCOO 5(0-5�6/ FACILITY NAME: r aill�4g%� Facility Status: j EXISTMK PROPOSED (circle one) Permit Status: RENEWAL UNPERWt'rED NEW (circle one) MaJor Minor,_- � Pipe No: Design Capacity (MGD): 0. 250 AGO �p�es�h�(y� Domestic (% of Flow): �D Industrial (X of Flow): Comments: _1k • , , -.I-: RECEIVING STREAM: Class: C Sub -Basin: 0a -0 3 -05 Reference USGS Quad: SiF, (please attach) County: a u iod d Regional Office: Fa Me . Ra Wa WI WS (circle *me) Requsatad By: Date: Prepared By: Date: � L0 « / d�-- -, _ Reviewed B ' Date: CC- l�9 Modeler Date Rec. s %LC> z -1 81 1 6X00 Drainage Area (miZ ) SSA Avg. Streamflow (cfs):.1 O 7Q10 (cfs) _ -Winter 7Q10 (cfs) 30Q2 (cfs) > ,' Toxicity Limits: IWC % (circle one) Acute /' Chronicl Instream Monitoring: Parameters Upstream Location Downstream Location Effluent Characteristics Summer Winter BOD5 (mg/0 Zo NHs N (mg/0 N� D.O. (mg/1) TSS (mg/0 3 c F. Col. (/ 100ml) / o v o pH (SU) 6 -9 7 v Comments: * / v Request No. :5100 --------------------- WASTELOAD ALLOCATION APPROVAL FORM------- W !er Qu !ity Section Permit Number : NCO056561 Facility Name : TOWN OF MAGGIE VALLEY APR 2 8 1989 Type of Waste : 100 o DOMESTIC Status : EXISTING Receiving Stream : JONATHANS CREEK Asheville Regional Office Asheville, Narth Carolina Subbasin : 040305 County HAYWOOD Drainage Area (sq mi) : 55.8 Regional Office ARO Average Flow (cfs) 110.0 Requestor HARRIS 51jAw.✓ 79/6 (c{s) ;Z3.0 Date of Request 2/7/89 Winter 7Q10 (cfs) : 27.0 Quad E6SE 30Q2 (cfs) : ------------------------- RECOMMENDED EFFLUENT LIMITS ------------------ ----- RECOMME EXIST. Wasteflow (mgd) : 1.0 0.,42 4dr" 5-Day BOD (mg/1): 30 30 Ammonia Nitrogen (mg/1): NR NR Dissolved Oxygen (mg/1): NR NR TSS (mg/1): 30 30 Fecal Coliform (#/100ml): 1000 1000 - - pH (SU): 6-9 6-9 MAY 181989 Tot.res. chlorine (ug/1): 31.7 140 r'r LDS I�VELhiff\�! ---------------------------------- MONITORING ------- ------------------------- Upstream (Y/N): N Location: Downstream (Y/N): N Location: COMMENT;. ---------------------------------- *"THESE LIMITS ARE REVISED WITH THE ADDITION OF TOXICITY REQUIREMENTS (ATTACHED). F.eviewed by: Recommended by Date ¢ 2/ t- -,24-91 , /1,9 Tech. Support Supervisor O�( Regiona isor Permits & Engineering Katie Z Date .5 9 Date 11 P MAY 25 1989 Facility Name Permit # AJ( 665,6 5-6 / CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests, using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised `February 1987) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 6 % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from issuance of this permit during the months of Q1V AP/L c7-()L OCT . Effluent sampling for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Technical Services Branch North Carolina Division of Environmental Management P.O. Box 27687 'Raleigh, N.C. 27611 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 1?3 cfs Permited Flow 1.0 MGD Recommended by: IWC% 6 Basin & Sub -basin FA6 6f Receiving Stream v%bNA1HAPJ r C4W h County N,4YWeyn D 2d 8 "Chronic Toxicity (Ceriodaphnia) P/F at See Part 3 , Condition 0 . Request No. .510r --------------------- WASTELOAG ALLOCATION APPROVAL FORM -R--ECEIVED-- Waler ually Section Permit Number a NC005656'1 Facility Name : Tut^1N OF MA GIE VALLEY Type of Waste . 100% DOMESTIC � �N'►l, op APR � 0 IaU9 Status . EXISTING (e>c am,s��, O Z� ✓a�'D� Receiving Stream . JONA.THANS CREEr< Asheville fin ,onal Office Stream Class : -TROUT CSubbasi Asj,,e`.ille, North Carolina n 040305 County , HAYWOOS' Ur_ti na'g' Ar" .a ;q mi) 550 S Regional Office . ARO Average Flow (_'i ) 110, i eque stC1.r . f"ARRI•: Summer er ]'.' 1 0 _'+. ) 23.0 Gate of Request < 1/7/89 Inter 7Q10 (<fn) . 27.0 ------------------------- RECOMMENDED EFFLUENT LIMIT' a tea teflow (mgd) ; 1.0 5-Day BOD (mg/1): 30 Ammonia Nitrogen (mg/1): NR Dissolved Oxygen (mg/l). NR TSS (mg/1): 30 Fecal Cali`Form (#/100ml): 1000 pH (SU): 6-9 Tot.res. chlorine (ug/1); 31.7 ------------------------------ -_._, MONITORING -----,-,APR 1,a 1989 Upstream (Y/N) : Location, PERMITS & ENGINEERING Downstream (Y/N) . Location: _....__._ ------- COMMENTS ,--------- Recommended 'L Reviewed by firTanh. Tunnort Turorvisor -/2- e /zaf�r MAY 0 5 1989 RETURN TO TECHNICAL LERVICES BY ' SUMMER MODEL FOR MA8GZE VALLEY PR0 ' POSED QN ---'----'- NUDEL RESULTS - Discharger TOWN T0WN OF NACGl2 VxLUEY Receiving Stream JONAlHANb CR[[K ------------'�� lhe End D.O. is 9.38 mg/l, Th, End C80D is 3.93 mg/l. The Ond NB0D -----_---_-__--_------__----'-__'----'' is 5.20 mg/l. .-_--- -.------_---- --_------ WLA #LA WLA DO Min CDOD N8OD Do #a3t, Fl '.mg/l) - Nilepoint ----'---' Rcwph # 00/1) ------- -- - ---- (mg/l) -- (mod) ---'---- Segment 1 '---- 7-23 0.00 1 Reach 1 40.00 90,00 0.00 1.0000 Reach A 0100 0.00 0.00 0.0000 D7 schMrrJer~ : TOWN OF MAiGGIE VAL.i_EY uubbas7 to 0 040305 R -ce i vi ng Stream . .JON.ATHANS CREEK Stream Class: C-TROUT SUmmer 7010 . 23 . 0 Vdi nter 7010 . 27.0 De -sign Temperature: 23.0 ILEPIGTHI SLOPE] VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I K11 I HR I PIR 1 500 1 SOD I ------------------------------------------------------------------------------------------------------------------- I mile I ft/mi1 fps I ft Idesignl @201 Idesignl a201 (design{ @201 ldesignl a201 Idesign{ p201 I Segment I I 1 1 0,601 I 37,401 0.764 I I I 1 1.48 1 0,53 1 0.46 I I 126.82 1 I I 25,131 0.63 1 0.50 I I 1 0.63 1 0,00 I I I 1 0.00 1 0.00 1 Reach ------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I Segment I I 1 1 1,801 I 31.401 0,807 I I I 1 1,54 1 0,53 1 0,46 I I 128.34 1 26.551 0.63 1 0.50 1 0.63 1 0.00 1 0.00 1 0.00 1 Ruch ----------------------------------------------------------------------------------------------------- 2 1 1 1 1 1 1 1 1 1 1 1 1 1 { F 1 ow I C E, O D { i• i E, O D { O. 0, { ci s { rnq/ I { mq/1 I nig I Segment 1 Reach 1 t51aste 1 1 . 550 1 45.000 1 90.000 1 0.000 h-Iead,wa,'ters j 23.000 1 2.000 1 1.000 1 7.720 THbutary { 0.000 ► 2.000 1 1.000 1 7.720 ' Runoff 1 1.670 { 2.000 1 1.000 1 7.720 _. 911)-e.nt 1 Reach 2 Waste { 0.000 { 0.000 1 0.000 I 0.000 Tributary ► :3.000 { 2.000 1 1.000 { 7.720 )R Runoff { 0.000 I 2.000 1 -1.000 1 7.�720 * Runoff flow is in cf s/mil e 1 1 0.00 7.23 4.71 1 0.03 :/.30 4.70 1 I 0106 7 n 3 1 4.69 I 1 0.00 ! .F:.3 4.60 1 1 0.12 7.49 4.6 1 0.15 7.54 4.66 I 1 0.0 7.59 4.65 t I 0.21 7.64 4.B4 1 1 0.24 7.68 4.62 1 1 0.27 7.72 4.61 I 1 0.30 7.76 4.80 1 W 33 7.80 4.59 1 I 0.36 7.83 4.58 1 1 0.39 7.86 4.57 1 I 0.42 r' .89 4.56 1 i 0: 4 5 7. 92 4 .: 55 1 1 0. 4 8 7. J':, 4.54 I 1 0a51 7-.97 4,53 I ! 0,54 7,09 1+.52 1 1 0 57 8.01 4.50 I 1 0.60 8.03 0.49 I 2 0.80 6-00 4.23 1 2 0.i0 8.07 4.21 2 0.80 8.13 4,20 1 2 C190 8. i3 4.16 2 1,00 8.22 4.16 1 2 11. 10 8,25 4.15 i ._ 1.20 6.27 4.13 "I 2 1.30 8.29 4.11 I 2 1.40 8 31 4.10 2 1.50 8.32 4.08 1 2 1.60 8.34 4 06 1 2 1 70 8.35 4.05 1 2 I .80 8 5 4.03 2 1.90 e 36 4.02 2 2.00 8,36 4.00 1 2 2. 10 0137 3.08 1 2 2.20 8.Dr 3.0 i 1 2 2.30 8.30 3.95 1 2 2 .+'+.0 8.38 3.93 Se g Reach Shg H 1 Q .0. j CBOIJ MODEL FOR MAGGI8 VALLEY r, F'�Rr: P IO '`: L COI qv NBOD Flow 5.62 24.55 1r�7. . 60 24 s 60 6.58 2 4. 8 '3 6.56 24.70 6.53 24..75 6..51 24.80 8.49 24.85 6.47 .24.90 6.45 24. 5 8.43 25.00 6.41 25.05 6.39 25.10 6.31 25.15 8.35 25.20 6.33 25.25 6.31 25.:301 6.29 25.35 U.27 25.&10 3.25 25 5 6.23 25.50 6.21 25.55 5.66 28.55 5.63 28,SS 5.61 28.55 5 a 5 0 28.55 5,55 28.55 :5.53 28,55 5.50 28.5 .. .40 28.55 5.45 28.55 5.42 3 . 23.555 5.40 28.55 5.3 7 28.55 S.35 26.55 5.32 28.55 51so 28.55 5 . 27 28.55 5,25 48.5- S.22 28.55 5,20 28.5r. 3o AwPez-, S�9v�r� d-1 CXo.4r..4 Z o /�RGGY✓/�L �, 5-Y 0, 0 d O cl 149y �lG Pig VqP/,) ; .77cfr 3ogl --44 c{3 l v3, 9 rA9, 9oao` =6-fml ` -/A c& ro �3/ch y?, ll, /C a',`/4�— v Lc Sa = 777 W7l�lJ = 2-7c.-3 l/LC6 — //Oct w?,P/a : 3, S we = �'� 6O X too ,l l 0-� 95 70.00 0 0) 65. 73T 7 10 60 03. ys' 8d. f9 'o 2.83�••C ZI00 Q55/6, GOzS 3i9W = z9t CG.�{Z w-79 mo,cn stc m V Br15.A(_k —_ SIo e Co,cu 1q-tian s P `2!f-zO�7. 4 ll�Y - C O -4J d v �2�4 'yo � elc.v Cu M dial disc' SIo �sZ0 o ¢QU 3z/ , /. 2.3 �zs