The URL can be used to link to this page

Home My WebLink AboutNC0036242_Wasteload Allocation_19880307NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCOO.3)6,?V/?- FACILITY NAME: �rrvdl C�`(s �1�A2rntitn/ 5 Facility Status: � PROPOSED (circle one) Permit Status:. E WAL HODIRCA17ON (circle one) / MaJor Minor Y/ Pipe No: 001 Design Capacity (MGD): 4•0067 Domestic (% of Flow): Industrial (% of Flow): N/A Comments: 111579:i, IV wy3 ,la,A RECEIVING STREAM:yr"� F��L Class. C Sub -Basin: 0yo 70 / Reference USGS Quad: C 12 A (L4) (please attach) County: �!N+ Regional Office: (As) Fa Mo Ra Wa Wi WS (circle one) Requested By: Prepared By: p�te: g Z7 88 Reviewed y: Date: Modeler Date Rec. a ?-c0 3 7 8 9523 Drainage Area (mil) 0•/ Avg. Streamflow (cfs): O• Z 7Q10 (cfs) e•o Winter 7Q10 (cfs) 30Q2 (cfs) '"'o Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters D.O. Upstream Location Y"''4 Downstream i Location 16d Z, , )AdrA.w ti4+,.+ i 6k1STiA1 C1 f Effluent Characteristics Summer Winter BOD5 (mg/1) 3o NH3 N (mg/1) Ni D.O. (mg/1) S TSS (mg/1) 30 F. Col. Q100ml) pH (SU) 6' 9 F Comments: =O Request No. :4523 --------------------- WASTELOAD ALLOCATION APPROVAL FORM --------------------- Permit Number Facility Name Type of Waste Gtatus ' Receiving Stream Stream Class Subbasin County Regional Office / Requestor Date of Request Quad : NC0036242 : WOODLAND HILLS o DOMESTIC : EXISTIN8 : BRUSHY FORK : C o 040201 : WATAUGA : ARO : WIGRINS : 3/7/88 : C12NW Drainage Area (sq mi) Average Flow (cfs) : 0.2 Summer 7010 (cfs) : 0.0 Winter 7Q10 (cfs) : 30Q2 ------------------------- RECOMMENDED EFFLUENT LIMITS ------------------------- : EXIST. Wasteflow (mgd}x 0.0067 5-Day BOD (mg/l): 30 Ammonia Nitrogen ( rag/ l): NR Dissolved Oxygen (mg/I): 5 TSS (frig /l): 30 Fecal Coliform (#/100ml): 1000 pH (SU): : : : 6-9 ------------'--------------------- MONITORING --------------------------------- Upstream (Y/N): Y Location: IMMEDIATELY UPSTREAM OF DIGCHARGE Downstream (Y/N): Y Location: 100 FT. BELOW DISCHARGE ---------------------------------- COMMENTS ---------------------------------- THIS IS A RE -VISION OF WLA ISSUED 4/7/88. USGS INFORMATION AT DISCHARGE POINT HAS S7Q10=0 AND 30Q2>0. BASED ON DIVISION PROCEDURES FOR EXISTING DISCHARGERS TO ZERO FLOW STREAMS, GIVE EXISTING LIMITS WHICH WOULD INCLUDE RETAINING THE DO LIMIT OF 5 MG/L. RECOMMEND THAT REGION NOTIFY FACILITY THAT THEY MUST ADHERE TO REQUIREMENTS FOR FREQUENCY OF INSTREAM MONITORING. RECOMMEND CONTIN- UATION OF IN8TREAM MONITORING FOR TEMPERATURE,D.O.,FECAL COLIFORM,AND CONDUCT- IVITY. MONITORINB SHOULD BE WEEKLY IN THE SUMMER AND MONTHLY IN THE WINTER. (REVISED LIMITS DISCUSSED AND OK'D W/ P. NATHANSON OF ARO(4/27/88)}. Recommended b Rev1ewed by: Tech. Support Superv1sor. Date Date Date RETURN TO TECHNICAL SERVICES BY NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCoo FACILITY NAME:60�i Facility Status:( D EXIS'lIIVC� Pilopoe (circle one)\—� Permit Status: NODEFICAMN UNPFRWrrED NEW (circle one) Major Minor. Pipe No: Design Capacity (MGD): Domestic (% of Flow): Industrial (% of Flow): Comments: RECEIVING STREAM: Class-. C_ Sub -Basin: (� Reference USGS Qua ANW (please attach) County: 1 ZU,pit / S CJ[/' Regional Office: Ai Fa Mo Ra We Wi WS (circle eee) Requested By: I Prepared By Reviewed Modeler Date Rec. # 3 `) 8 8 Drainage Area (miY ) 0•/ Avg. Streamflow (cfs): Of 7 7Q10 (cfs) 2 O3 Winter 7Q10 (cfs) 30Q2 (cfs) Toxicity Limits: IWC % (circle one) Acute / Chronic Instream Monitoring: Parameters Upstream L Location Downstream i Location l06 Al Effluent Characteristics Summer Winter BODE (mg/1) 30 NHS N (mg/1) 'V/ D.O. (mg/1) N Y� TSS (mg/1) 30 F. Col. (/100ml) l000 PH (SU) (� _ omments: w^nt s: (4 7 P. o LOGICAL- SURVEY j � /1(l f{r'l1tid e 4p4pc c/ . • .33au^ E.g. . 't-'34 (� ,gs. Nw N 3S� z y �. . a ��'�lr Cep vim•„ _. � � � )_ �� - Trivett J trad6je. a }l. ti;�\\ `�� J ;. ,.` 1 �: ,c -•.) ♦' Oa C m- ` i! t \ � r 1 \�\-^_�� Fly `\ � SI �� II•:' r i�� \At Roc Es `'la ✓+'\� � V� Buanr FaFk 6n � � i , ' � V• 2 ` - i, 1 VIM `c \. � ' � � t i AL�_� � 1, ib� ! "• a it ! r�� I: ir, � ,} �L ,.,� ;� '.A ��/:-r \y'. to y •' \\� 12'3o' 4001 b 3 w A. (1), EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final on the effective date of the Permitand lasting until expiration, During the period beginning serial number(s) 001. Such discharges shall ri limited and monitored u the permittee as specified below: the pernittee is authorized to discharge from outfall(s Monitoring Requirements Discharge Limitations Sample * Sample Effluent Characteristics Measurement l e Location K da lbs da Other -Units (Specify) Mont v vg. ee�_y re uenc ee y Avg. ---� Instantaneous I or•E. Monthl Av Weekly Flow BOD, 5Day, 20 0C TSS Fecal Coliform (geometric mean) Settleable Matter Temperature Dissolved Oxygen (minimum) pH COD Total Residue NH3 as N 0.0067 MGD Semi-annually Grab I,E,U,D , 30 mg/I 45 mg/I Annually Grab I,E 30 mg/I 45 mg/I Semi-annually Grab U,.D 1000/100 ml 2000/100 ml Grab Monthly Monthly Grab ,U,D I 5.0 mg/I Monthly Grab ,U,D 5.0 mg/I Semi-annually Grab a,E,U,Q Seml,annually Grab E,U,D Annually; 'Grab I,E Annually Grab I,E Effluent, U - Upstream, D - Downstream r!,,,;i :* *1 - Influent, E z -o :..` n rp 1 standard units nor greater than 9,o standard units and The pH shall not be less than 6.0 N o Shall be monitored as indicated above. discharge of floating solids or visible foam in other than trace amounts. There shall be no Permit Number Facility Name Type of Waste Status Receiving Stream Stream Class Subhasin County Regional Office Pequestvr Date of Request Quad Request No. :4523 WASTELOAD ALLOCATION APPROVAL FOAM ---RE-CE.-W... ............... V@le/0Mi(yS'-riiC--j � NCO0362A2 � WOODLAND HILLS � DOMESTIC � EXISTING � BRUSHY FORK � C � OAV2V1. � WATAUCA � ARO � uJGGINS � 3/7/R8 � C13NW Wastmf]ow (mgd) 5-Dag 8VD (mg/1) Ammonia Nitrogen (mg/1) Dissolved Oxygen (mg/1) TSS (mg/1) Feral Colifnr* (0/100ml) pH (SU) 8DD 1� 'OOO r^/^/�/oou Asheville 01(oR Asheville, North Carolina Drainage Area (sq mi) 0.1 Average Flu* (cfs) 0.2 Summer 7Q10 (nfs) 0.03 Winter 7Q10 (ofs) � 30Q2 (ofs) � RECOMMENDED EFFLUENT LIMITS 0.0067 90 NQ N�k aV 1000 6-9 APR �� .�'�m/TS& -----~--~~~-~~-------~-~-~~------ MONITORING ------------------- - Upstream (Y/N): Y Locution: IMMEDIATELY UPSTREAM OF DISCHARGE Downstream (YIN): Y Location: 100 FT. RE -OW DISCHARGE ~^^~~^'----------~-^-~-'-~-------- COMMENTS --------^~--`^-~~------~---------- 11EP REQUEST FROM REGION FOR REMOVAL OF DO LIMIT FOP WOODLAND HILLS, RAN MODEL AND DETERMINED THAT WQ STANDARD WOULD STILL RF PROTECTED IF LIMIT WAS REMOVED. FACILITY INTERACTS WITH SUNSET APARTMENTS. RECOMMEND THAT REGION NOTIFY FACIL~ JTY THAT THEY MUST ADHERE TO REQUIREMENTS FOR FREQUENCY OF INSTQEAM MONITORING RECOMMEND CONTINUATION OF INSTAEAM MONITORING FOR TEMPEPTUAE.D.O..FECAL COLI~ FOAM AND CONDUCTIVITY. MONITORING SHOULD BE WEEKLY IN THE SUMMER AND MONTHLY IN THE WINTER, -~-~----.-'---��--.... ............... ...... ............ ... ...... -41----------~'---^~~~-~--~-^..-----~--.-----~~~~ Aennmmended by Reviewed by: Tech. Support Supervisor Regional snr Permits & Engineering Date .1/70�" ~ Date A/k/?t Date - Date ~ ~~ RETURN TO TECHNICAi. SERVICES BY ..-IJAY�� SUMMER MODEL FOR WOODLAND HILL TO DE~ TERMJNE IF DO LIMIT IS NEEDED ~~-~------ MODEL RESULTS -~`-~~~-^- Discharger, WOODLAND HILLS Receiving Stream ........ -... -.............. ........... ....................... .......... BRUSHY FORK ~.... `~~^... .... .... .... .... .... .... ^........ ............... ....... ............... ......... .............. .... ............ ......................... ...... .... The End D.O. is 8.40 mg/l. The End CBOD is 4.51 mQ/l. The End NB0D ~^^~~~-~~~~~... .... is ........ .... 7.68 ........ .... .... mg/l. .... ........ -.... .... .... ... ... .... ........ ............ .... ........... ........... ....... ....... ....... .......... .... .... .... .... .... ........ .... ..... -............. .... .... .... WLA NLA WLA PO Min CBOD NBDD DO Waste Flow (mg/1) ------ Milepnint Reach 0 --------- ------- <wg/l> -.... ....... (mg/1) ~-`^ (mg/1) ~- (mgd) ---------- Segment 1 5.A^l 0,00 l Reach 1 45 0O 90.00 5.00 0.00930 Peach 2 45.00 90.00 0.00 0.0067 :�::1-* M(:tt:)1:::1... !:;lJttiii' AI:;Y I:)f1'T'A :(AM IM.!:ir.::]-Ii:krrler W(:)( 1:A-rlNl? I::; r,:+r.•; r• � :i. v :i. 1.1 c:l �:; •i: 1•` f., i:r.Ir� t� � l�:1.1 �:; !••IY 1�� (:)1�:1� t:;1.1Ii3mc:�1` '7Q:1.0 () . ()3 !:? fz? !a a..c;l rt 'Y'r•'� Iri !:) r..ti r'` iir`'i:1.1 !'• ? : 28. 5 ••+, r" (-I al. In CA. i:r. !ri !ii . Co, WJ.1'itr *7Q..J.0 !LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KH 1 Kid 1 KNR 1 KNR 1 ! Bile 1 Mail fps 1 ft !design! @2O0 !design! @200 !design! @2O0 !design! @200 1 ----------------------------------------------------------------------------------------------------- SegBent 1 1 0.301680.00: 0.100 1 0.12 1 0.81 1 0.71 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 ! Reach 1 1 1 1 1 1 1 ! 1 1 ! 1 1 1 ----------------------------------------------------------------------------------------------------- , , ,s 1 , , , , , , , , Segeent 1 1 1.101980.001 0.194 1 0.19 1 0.94 1 0.82 153.37 1 50.00: 0.63 1 0.50 1 0.63 1 0.00 1 Reach 2 1 1 ! 1 1 1 I 1 1 1 1 ! 1 ----------------------------------------------------------------------------------------------------- 1 to w 1 C", I:."C)1:) 1 i•q 1: C) C) 1 1:) . C) . 1 1 c•� f !:> ! rlt c_1 ! :1. 1 1 15f::►t:jt :I. F;eurr 1•i :1. W in.!:i % e ! (} . (} () ::y 1 /U5 . 1:) 0 0 1 90 . (} () () 1 115 11 e� in. C1 w m. T, e r" !;, l 0 . O 03. ! (*2 . (} () 0 ! :1.. 000 ! 'f . ! 2 0 'T'r':i.b1.1it, i:l.r•`y ! 0.000 1 2.000 1 .1..000 1 7 () 000 1 :1.. 000 1 '! .7i:?0 �►twtJllt�c:•Ii% :l. l�;r• iii:::I'l 2 W i!3 !ii t e ! 0. 0 :I.0 1 /11,5 . 0 0 0 1 (9 0. 0.00 'Y'I..J.toI.1tIa. ry ! 0.000 1 2.000 ! J. .000 ! '/'.'!Yt�!(} X( 1: 1.11- t:r -P •I! 1 O . 1. O () 1 'r.:? . O 0 0 1 :1.. 000 1 ./ . 'j Z :: O F:1.1 rt ra (: (: •1' :1. c w :!. !a :i.17 Sag # | Peach # | Sag Mi | D.O. | CBDD 1 J. 0.00 5.xq4 37.97 1 1 0.05 7.51 21.26 1 1 0.10 7.93 14.91 1 1 0.15 8.10 11.56 1 1 0.20 8.19 9.49 1 1 0.25 8.25 8.09 1 7.07 I 2 5 15. 54 1 2 O.4O 7�7]1 12.76 1 2 0.50 8.08 10.81 1 2 0.60 8.17 9.38 1 2 0.70 8.28 8.27 1 2 0.RV 8.27 7.40 1 2 0.90 8.30 6.69 1 2 1.00 8.33 6.10 1 2 1.10 8.35 5.61 1 2 1.28 8.87 5.19 1 2 1.30 8.38 4.83 1 2 VA0 8.40 4.51 Sag # | Reach # | Sag Mi | D.O. | CB[>D SUMMER MODEL FOR WOODLAND HILL TO DE- TERMINE IF 00 LIMIT IS NEEDED NR0D | 75.45 Flow 0.01��r�*�r | 41.16 0.01. 38.15 0.02 21.31 0.012 17.09 0.023 14.23 0.03 12.16 89,54 0.0.1 0.05 /--. 1/L 24.o1 O O6 20.15 0.07 17.@O 0.08 15.11 0.09 1@.@8 0.10 11.99 0.11 10.82 0.12 9.84 V. 13 9.01 V.14 8.90 0.15 T.6R 0.16 NROD | Flow | SUMMER MODEL FOR WOODLAND HILL TO BE TEPMINE IF DO LIMIT IS NEEDED ---------- MODEL RESULTS ----------- Discharger WOODLAND HILLS Receiving Stream BRUSHY FORK .1 ............ . .. . .... .... .... ..... -.- . .... .... .... .... .. . .... .... ............ .... .... . -.— .............. .... ........ .... ... .... ....... ................ .... .... ........ .... ... .... .... ... .... .... .... .... ....... .. . .... .... ........ .... ............ .... .... . .. ... .... The End O.O. is 8.40 mg/l. The End CBOD is 4.51 mg/l. The End NBOD is 7.68 mg/l. WLA WLA WLA DO Min NBOD Do Waste Flow (mg/1) Milepoint Peach 0 (mg/1) I ....... ........ ... ........ ........... ... . ... .. ............. .... ........ I ... ... (mg1l) ........... .... (mg/1) ........ (mgd) .... .... ........... I ........ . ........ Segment 1 5.44 0.00 J. Peach 1. 45.00 90.00 5.00 0.00330 P(-.1a(*.,h 2 .A5.00 490.00 5.00 0.00670 W�iloojwils rVAuf 00 {< calc i'fiC)1:)1:::1... 15Ui`•1MAFY Xw,*X4 l:) :i. E;i t::1.1 iel. I•' c;J {::� I•' W t:) t:l E:) f... (tii"� I:) 1••f :i: l...1... �a v a. r1 c:J r; , I•` r:?i:3.n1 I: I:i.lc;1 1Y !'= t:)1:E< 51.11:} I:+ m. S :E. I'i : 0 /10 ? 0 :I. . Ei t reia.11? C%:I.;:1.1:i Hi : C', ;LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KH : KNR 1 KNR 1 1 Bile 1 Mail fps 1 ft !design! @200 ! design! @200 !design! @200 !design: @200 1 ► ► ► ► ► ► ► ► I ► ► ► ► ► ► , ► Segoent 1 1 0.301680.001 0.100 1 0.12 1 0.81 1 0.71 159.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 1 Reach 1! ----------------------------------------------------------------------------------------------------- 1 , ► 11 ► ► , It ► ► ! ► Segaent 1 1 1.101380.001 0.194 ! 0.19 1 0.94 1 0.82 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 1 Reach 2: 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------------------------------------- 1 F* :I.1:} w 1 C:I:-1 C) 1) 1 NE C)1:) 1 1) . C) . 1 ! r.:: f' !:► 1 u1 g / :I. 1 In g / :!. ! nl q / a. 1 "i �^ I;J 1n c� r1 'e. .1. !•.C3?ii3.�:: I'1 .I. Wi's3.E:itr- 0.005 ! lei 5.0()() : 90.000 ! 5.000 1 I �:� i's3 t:l w i3. •c. �:± r• !Ei 1 0 . 0 0 :1. 1 i:? . 0 E) () ! J.. 0 0 0 1 1' . '7 42 () 'r I•` :i.1:} I.I t i:3. r y 1 () . () () () 1 ;? . () () 0 1 1.000 ! 7 . '7 2 0 I;1.11.1I:3•P•f ! 0 .:1.00 1 2. 000 ! a.. 000 1 'f .'!i:'0 in [:? ti t :I. i?3.c 1.1 2 ')' r J.1:} u t i:3. r y 1 () . 000 : ;:? . () () () 1 J.. () 0 () 1 7 . '72 0 * 1:4 Is I.11:} •I' d' 1 () .:I. () () : 2.000 1 :I.. 000 1 7.720 31c i ;1.1 111a •1' 1' •1' :1. o w :i. I:i a.1.1 In J.:1. {:a Seg | Reach 0 | Seg Mi | D.O. | CBDD 1 1 0.00 5.44 37.97 1 1 0.05 7.51 21.26 J. t 0.10 7.99 1/l.91 1 1 0.15 8.10 11.56 1 1 0.20 8.19 9.49 J. 1 0.25 8.25 8.09 1 1 0.30 7.07 1 2 0.180 15.54 1 2 0.4O `^~.2.91m 12.76 1 2 0.50 8.11 10.81 1 a 0.60 8.18 9.38 1 12 0.70 8.23 8.27 1 3 0.80 8.27 7.40 1 2 0.90 8.30 6.69 1 2 1.00 8.33 $.10 1 3 1.10 8.35 5.61 1 2) 1.2O 8.37 5.19 1 2 1.30 8.38 4.83 1. 2 1.40 8.40 4.51 Seg | Reach # | Seg Mi | D.O.| CBOD SUMMER MODEL FOR WOODLAND HILL TO DE^ TEAMJNE IF DO LIMIT IS NEEDED NB0P | Flow | 75.45 0.01<~ 5^'�'�°� ^ 41.16 0.01 v 28.15 0.02 21.31 0.02 17.09 0.O3 14.23 O O3 12.16 C O11 O.O5 �k� 39.54 *�-wmov*w]� hn/// s 24 O1 0.06 20.15 0.07 17.30 0.08 15.11 0.09 13.98 0.10 11.98 0.11. 10.82 O.12 9.8A O.13 9.01 O.14 8.30 0.15 7.68 0.16 HBOD | Flow | o P ✓�, a. ,e�„u t 'fM NB C ,� A4 > �Jd k,u 4c /M ,/*M 2 o// 1B4w 1. G/��/,�� /4Y/, 9W zJ, 106L7 PP t2 {7(pw a O 3oQ ° 7 C �inY3Ci� Z 9A= o z ci3 3-7?lj - D. 07 c11, U s79 /ate � O. / C4/1- 9w ; o, o0 33M� r g/zG/✓1 7.zk�J� uSG5. Pik 03,47d9./50s yr Aws CM.c 0.1 M, `. ' � s7p w =o d9ll� s4. 741,17 / /.P- P� J -- Olge �fjsM� / /�+un-r ,lam jo `i/z71Y9 &0 AAa /� hl.rn0�,,e.,,G..,�..//�� ,�"�--��p-•� F,c.� �e�e. a, w�- Nor r�Da. 00 � Guy- � w�, Jt/d GKEX78/MY 04/05/08 COMPLIANCE:: EVALUATION ANALYSIS REPORT PERMIT--NCO036242 PIPE---00i REPORT PERIOD 860i --8612 LOC--- F_ FACILITY --WOODLAND HILLS APARTMENTS DESIGN FLOW-- - .0067 CLASS _-i LOCATION ----BOONS: REGION/COUNTY---01 WATAUGA 50050 00310 00530 00610 31616 50060 00300 .0340 MONTH Q/ Mi: D BOD RES/TS'S NH3 aNH4- F'E=C COL.I. CHLORINE DO COX) 86/ 01 .0041 4.80 9.2 1.00 6BO.0 5.20 86/ 02 .0029 9100 3.5 1 1 0o . o 5,30 86/03 .0040 12.60 14.3 26.80 1980 5.20 86/04 .0031 8.,70 14.5 32.30 .0 5.20 86/05 .0035 7.80 3.3 4.50 .0 .5.80 86/06 .0023 23.40 5.5 1C).60 1128.0F" 5.40 86/0 7 .0036 17.00 4.8 K so 1003. O 1.000 5.20 86/08 .0045 7:3:.80F 50.7F ..60 4:409.01:- '7.00 86/09 .0050 17.70 19.50 537.0 0 5.70 8600 .0048 1&00 1.3 •i::i.60 .o 6.10 86/11 .0048 6.00 4.6 .20 .0 5,.9-,-) 86/12 .0041 5.10 :22.7 L..ES'STHAN 1790.0p • .0,0 6.80 AVERAGE: .0038 038 16.82 12.2 i 1 . i0 1146.1 000 5.73 ............................ MAXIMUM .0050 73.80 50.7 32.30 8.409.0 1 :.O00 7.:00 MINIMUM .0023 4.80 1.:3 L_ESSTHAN .o .000 :.'i^.. ?0 ........-.......-.........._. UNIT MGD MG/L MG/L MG/L_ 4/1'0 �,�ML. ��iG L. MG/I... MG/L- S E MY # m ° ® COMPLIANCE EVALUATION ANALYSIS REPORT PERMIT-+mq S7 m, REPORT Rw»:;9 712 mD�E FACILITY --WOODLAND HILLS APARTMENTS DESIGN FLOW-- 3067 CLASS, EkATmNm:E 7gmim#i, qqk: 9050 mya Gee «ao yaa i#, eqG G#e MONTH n «r aq RE q;NH Aw 7ReR: CHLORINE m m, pG, 3056 22.00 28 20.00 ,2e &G 250 a2 306: 14.40 ,eJ 13e «e 300 s,@ G3 307+ 12.30 123 LESSTHAN a 300 5' BmG 3062 4.20 ,33 4.30 3 300 5180 Gs .0057 4180 ,COB 20 325.0 300 «,+ 9G6 305B 4.80 103 LESSTHAN E9 300 !J 9/07 ,009 5.70 50gRE2gqN ,G,Jr 300 4.6 9Ge 3046 330 20.2 .m 440.0 300 Gam 9G9 3062 3.00 4.7 Gy 4546.OF 300 2J+ Sao 367 aee g a ye ,ey 7r J# 2.70F a, .0062 1000 16.4 230 aoo KAOF e702 .,,ws ® w G `F a wr 20 3G a 30r AVERAGE &»7 2' 21.1 3.54 8052 300 439.... MADAM JGe 2Z00 £.5 20.00 4546.0.... MINIMUM &e« &GO 4.7 LESSTHAN & 300 1.6 . . . UNIT ko MrE Ri ,tE ,mR MG , E R GKEX78/MY O4/O5/88 ~ . .^ ` . COMPLIANCE EVALUATION ANALY9I9 REPORT PERMIT--NCO036242 PIPE--00i REPORT PERIOD 88Oi -8804 LOC---S FAC%LITY-~WOODLAND HILL% APARTM�NT% DE%I�N FLC)W .... .... .0067 CLA%%--i LOCATION~-BOONE ' REG%ON OUNTY--0i WATAUQA 5O05O 00310 00530 00610 31616 5006O 00300 00340 MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COL.].* CHLORINE DO COD 88/Oi ^0061 2^40 2.4 ^20 ^000 5^30 AVERAGE .006i 2.40 2^4 .2O _____~_ .000 5^30 ______~ MAXIMUM .0061 2^40 2.4 ^20 .... .... .... __.... .... .... _.... .... .... _-.... .... 5.30 MINIMUM .006i 2.40 2.4 ^20 ________ ^000 5^30 _______~ UNIT MGD MG,/L MG/L MG/L :11:/iO0ML MG/I... MG/L. MG/L - * - 1, - t ..P INSTREAM'SELF-MONITORING DATA MONTHLY AVERAGES Discharger. Permit Number: NC00 34 ZyZ Stream Name: \(ILni Sub -basin: 04/b7_a/ Upstream Location: Downstream Locatiorr: )to� Month/Year Upstream Downstream - DEC- 8 7 Ems; Do TEMP D . O . BOD 5 COND . TEMP D.O. BOD 5 COND . NOV- 8 7 OCT-87 _�i�y �,.� aE�.a-4s � P.0 2, CL Z SEP-87 2,3 AUG-87 L JUL- 8 7 y, &h=ir- JUN- 8 7 9Z MAY-87 APR-87 MAR-87- FEB-87 _ JAN-87 DEC-86 _ NOV-86 �- , OCT-86 SEP-86 AUG- 8 6 - - . JUL- 86 -JUN-86 MAY-86 . APR-86 MAR-86 FEB-86 JAN-86' - DEC-85 NO-V- 8 5 OCT-85- SEP-85 �. -AUG-.85 .. - JUL-85 JUN-85 MAY= 8 5 - -� APR-8-5- _MAR -85-_ - ►. - ---! --FE--B-B- _ - - JAN- _8 5