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NC0061492_Wasteload Allocation_19900507
NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0061492 PERMITTEE NAME: Maury Sanitary Land District / Maury Facility Status: Proposed Permit Status: Renewal Major _ Minor Pipe No.: 001 Design Capacity: 0.065 MGD Domestic (% of Flow): 100 % Industrial (% of Flow): 0 % Comments: Permittee has received an Authorization to Construct -but -no -plant -has been built RECEIVING STREAM: Contentnea Creek Class: C-Swamp NSW Sub -Basin: 03-04-07 Reference USGS Quad: F 28 NE (please attach) County: Greene Regional Office: Washington Regional Office Previous Exp. Date: 6/30/90 Treatment Plant Class: n/a Classification changes within three miles: none Requested by: Rosanne Barona Date: 3/g/90 Prepared by: rfu c2V> --- Date: .5-g40 Reviewed by: �.- >� Date: 5/ / /40 S 90 Modeler Date Rec. # e. A.t.s 31231.1o T43(0 Drainage Area (mil ) '733, 0 Avg. Streamflow (cfs): 03t 7Q10 (cfs) 34 Winter 7Q10 (cfs) ('o 30Q2 (cfs) 103 Toxicity Limits: IWC Instream Monitoring: Parameters -rem?. Upstream % Acute/Chronic Downstream y Copt D. .,r Location koo cr. ASod>c DSCJAr2.4E IF Feit51 Bt.E Location Ar LEAST Zcoo Fr t3Elow Dtsc.4104 Effluent Characteristics Summer Winter BOD5 (mg/1) 30 o NH3-N (mg/1) __ ,—_ D.O. (mg/1) TSS (mg/1) 10 96 F. Col. (/100 ml) pH (SU) 4 _,j 4 _ ci REco+MMEJJD eFFu4 t*rR k.Ps4M IND Jr P.O. Mois) 1 rogit441 t cATES Po9Cst B t.E SECAUSfr AAla 1FjtT A o. PRoBi.Erv(. AL.-s ftooKsgr t4 INWTP 1/J9fe4 M "P.O. 9Po151...eitt (*4o. 7 At t.ES UP5rF-M t t DFM (R !)t/ 7PuAiN4 SuMft 1Z A1ton1T14p tiffif ED PAkL'1 DtCATEs Comments: l?1 L- J.1 onl FAft o is 14140, So No FECAL COL-Z. LtM Cr: ursreiaM POD Douro 9r rM monh-roavai EVC.1u.SE OP POSStibbe IMPACT Wtrrf tloo W v-1 J K1KITp. Mor.E STe4/4140•JT co#TR-o t.5 oN MATLI & r t,J &t.1 MAY 136 raeudgeD tt4 The Ft ru t2E. RECEIVED WASHINGTON OFFICE APR 2 31990 O.E.M. Request No.: 5636 WASTELOAD ALLOCATION APPROVAL FORM Facility Name: NPDES No.: Type of Waste: Status: Receiving Stream: Classification: Subbasin: County: Regional Office: Requestor: Date of Request: Quad: Maury Sanitary Land District NC0061492 100% Domestic Proposed/Renewal Contentnea Creek C-Swamp NSW 03-04-07 Greene Washington Barona 3/23/90 F28NE Drainage area: 733.0 sq mi Summer 7Q10: 34.00 cfs Winter 7Q10: 60.00 cfs Average flow: 880.00 cfs 30Q2: 103.00 cfs RECOMMENDED EFFLUENT LIMITS Wasteflow (mgd) : BOD5 (mg/1) : NH3N (mg/1) : T DO (mg/1) : TSS (mg/1) : Fecal coliform (#/100m1): pH (su) : EXISTING mon avg 0.065 30 90 6-9 PERMITSPERMITSA FA+rINFrainrn 6-9 PROPOSED monthly avg 0.065 HECE/VED 30 APR 2 7 19U 90 f ►2gc-O D EFrDUE JT 3).O• 440A/ TOW J4 P,E(4usE I+181ENT b4Ti uPVWE44i. jntai 41 $. Fo5410Le FizoaLE6t. Also, wcolC 14VN WWr? Co.? ragas uP51"/Z 4n/1 OF 1i i) jNDtcJ &. IN51Q *Nt D•o. Pkogl.Oxi DttQtnle, $Wttilk. MoNrHS. MONITORING Upstream (Y/N): Y Location: 100 ft above discharge if feasible Downstream (Y/N): Y Location: at least 00 ft below discharge Monitor: Temp, Dissolved Oxygen, Cond. COMMENTS Facility has already constructed treatment lagoons and is accepting waste. Dilution ratio to Contentnea Creek is high, so fecal coli will not be a limited parameter. Recommend existing limits be applied. Also recommend upstream and downstream monitoring because of possible impact with Hookerton WWTP. More stringent controls on nutrient inputs may be required in the future. Recommended by: Reviewed by Tech Support Supervisor: Regional Supervisor: scut. 4ct ri Date: .401 !4 0 Date: 44402L Date: `' Permits & Engineering: ( i J Date: 7`b A, RErukN To 'I ECN N I GA L Su PpoRr B/ MAY 19 1990 /6fAuRY At ciARY (At p 315-peic f 3o4t7-7 4sw B-DPot( RrN..� keivagud OW? ti O. dta motb U 41123 h- c4+ot ENrIJ k cozEK.. �-'RA►tlemt GLEE IC - 094001/4l1 Ate kt7 di Q/IMJA / L 2 3 Fg p sulAkctE Am/ r QK= O. 065A1V7 /NAuRY SAW." Lac l'L 7-R[cf ?3 3 r; Z v i SC -1A-t2 C 7Q/4= 344s CtgoN i c JZOiI bZ X, ris7) Fl000WaN 7 E/I7-4 r M41004S caPi ri-y B y COPE i 6 J7,V te'A T/6.% ihomr612 +IP LE- i41A15yi2€4,4. 22,4 %c•44P co.!/P. 4/4✓e /J4 ' sEoE FcapA1�4—��/ (4 (e^? - Y Rri4D/A,q_c ccgc? u6- /AtPAc r o)_ /y1A,giel 4wN'7oA. Gf? f vo4✓nl5re-ezt 4. 04.9 #` l • f 351- -_i27Lr l%o,t/ ,kcTOZ- = r3/c•S� 1. 33 8 �� b 7 Alt' t IpM, T &qv A 1-444- LAJ_PtS n/O Wxc c, ;1 P2 c, cie c_01 C5 r T_tr9G /eL>)_ t 3O n. 7 O . ; RAN Ew A l S7MA e/ ( 7m) PieoCcPaP-- , ?2 ZZ5 CFgtiuTN Ls_ Au2CAPj_CBA157441eiti?__4 P7?M4 445re LPG A Peuraivt tn% 7) 7r-A7 Agee srI' td" coNr L, at) -Nu i2le9/i /.VPur • y tequoeep iN r//f Fr l wg' Koarafer'2 P_Da MST/ bk Wsc/It4PAE Itt5._ Ivor LNPI C.47fc k D.O. PRe4lo., L5t _eirrActleo _iJ kTr ti 11.1 32R7i1) _ v% •7 !tt 1, E5 _467 V &VV 4 I<-E.;ea..T PN .- Wturr' 71ie.ttflket Ado A 4 17i5eFMi2 i.loweveg fiooet,CT,A WTr' 5 -I N IIGAT4 TA ffeit J4 _mrunal lAitty 4$o Piece rra, l 11,6 er7‘266rwt No cLosF. DauJA1SIREM4 A«g*r5 roil /LpA c7/24144 1F.LoM,.rNb ZOO Fr /3Etow �iSct1AQ4� /JO /U �I3 (.CM ► i AMMONIA ANALYSIS: SUMMER 7Q10: 34.00 cfs NH3-N Effl. Conc: 20.00 mg/1 Standard (1 mg/1): 1000 ug/1 Upstream NH3-N Conc.: 220.00 ug/1 Design Flow: 0.0650 MGD Predicted NH3-N Instream: 278.44 ug/1 0.2784 mg/1 NH3-N Limit: 264225 ug/1 264.22 mg/1 WINTER 7Q10: 60.00 cfs NH3-N Effl. Conc: 20.00 mg/1 Standard (1.8 mg/1): 1800 ug/1 Upstream NH3-N Conc.: 220.00 ug/1 Design Flow: 0.0650 MGD Predicted NH3-N Instream: 253.16 ug/1 0.2531 mg/1 NH3-N Limit: 942742 ug/1 942.74 mg/1 i 7 ✓ nn �E' No 1,114(i o(% dl(cn►,iD2(nJGj 775,,4 /JoU cro2mom►ro2Wci INSTREAM SELF -MONITORING DATA MONTHLY AVERAGES Discharger: MAite_ i2Ta.1 JL4Jfl' Receiving Stream: 69,10NImpA i- Upstream Location: z,,.,,,u, r r DATE DEC-90 NOV-90 OCT-90 SEP-90 AUG-90 JUL-90 JUN-90 MAY-90 APR-90 Upstream TEMP D.O. B D-5 COND MAR-90 Z 4.S) FEB-90 IZ 8.Z(6.0) -77•4 JAN-90 9 g.4(F•0 ,c?), '7 DEC-89 ___(.2_ i.2(3.o) %. 8 NOV-89 12... b. 3 go' St. .3 OCT-89 6.0,l— 7a.Z SEP-89 vi a 5 5,3 AUG-89 2.4-,$ S--Z(4. .3_,,I___ JUL-89 JUN-89 MAY-89 APR-89 MAR-89 FEB-89 JAN-89 DEC-88 NOV-88 OCT-88 SEP-88 AUG-88 JUL-88 JUN-88 MAY-88 APR-88 MAR-88 FEB-88 JAN-88 DEC-87 NOV-87 OCT-87 SEP-87 AUG-87 JUL-87 JUN-87 MAY-87 APR-87 MAR-87 FEB-87 JAN-87 n_)__ .�— Zo 5•2... C4. c4 �_ 7. 0 1 J'-. 0 , 2 7, 9 (6•5 1 of M2 161 OP- _5_ /o 5(,o.0) // 5 /4 g./ Ca.o) 1t_ 7,6 (.m (oho (o, d (5-, I) /;,3 So(3.6) I-(0v(c02--ro.j tQ Co O ? s - l 2, OQC - Soren) S• /(E`01,J 'a iEMNIa 6AI ✓2 . 1 Permit No. : NCO() 7-57/ 2 Sub -basin: 030¢b_7 Downstream Location . opa,E /et�«E 12, Downstream TEMP D.O. BOD5 COND EirflICAr taro g&e_AuE c AGicZr15 FtcP N/2 7FlMzv !S '71S(7.3 ) Fic.DE n '(2 8. 3 Ga. o) 77, 3 s€- 2- 8 8, S (e •5) 85.6 .4(S,$) 79.5 tz 9.9 LSS) h.7 (6..l 7 2A 5.G(c • 24, e ft,oDt a r, furor, _ 4.5(3IL_ 713 Z9 5. 1 (9-:3)__ %6 -.ge__ 7• z('53L— 1Z $,o (x7�_ ro7 d 1341 N2- s Ao, 4t (1.9 1 /7 <C -7. S (6,7 73 G.o (5. - 1.z._ s.Ss,o)