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HomeMy WebLinkAboutNC0043974_Wasteload Allocation_19780825_ NGoo y 317'/ NPDES WASTE LOAD ALLOCATION Routing on Reverse Side Facility Name: ,8 c.c c /d /a ti c( ' c-A o o / Date: %2 S%78 County: u �-cs Permit No.: af- ct-rs;9n.Le/ Pipe No.: cr / Receiving Stream: Ct ,. n‘t. ', ; 6u. i u.?. tcot' C, e ¢ h Class: C- Design Capacity (MOD): 0, 006 Design Temp.: c,?6 ?� Requestor: ®t j . i- TA. r,e- ye F. Sub -basin: (}3-(7`-6/ Drainage Area: O, /?/ 2 7Q10: Other Stream Affected: Limits (circle one): Effluent or Avg. Stream now: Class: DO Sag Pt. (mi.) Effluent Characteristics Monthly- Conc. Average Load; , Weekly Conc. Average Load. Marc. Daily Conc. Avg. Load. MaxTmum Conc. Load. ,,,,,,....- Min .mum Conc. Load. BOD5 s1yry// Fecal Coliform /n�l ._ Disolved Oxygen /P ,,,� // Total SS 30�„ar// 1 NH3-N +� 4,'c`a4 pH (range) tli. / ' — — /7 - Prepared by: Reviewed by: Date: / IS -3/78 LOCATION FORM Facility Name:31011)cjC _ k j;)LO County: &:tt -� Permit No.: Prepared by: ` er r () Date: f /(-1% (AL Community Name: River Basin Code: Facility SIC Code: 6cLize_s .S) ( -)ZDJSub—basin Code: 2C1 Planning Area Code: tf-)3V;)/ 0 1 Mini —basin Code: Latitude of Primary Discharge Pipe: Degrees: Longitude of Primary Discharge Pipe: Degrees: Minutes: Minutes: Seconds: Secon s : cR/ 03-07 Ot ff 006, g;1 See Aiewa,k, _ Sc.t, 7r3 C_ALCr t7A3I r- ca _? QI r L,_4 4 30 a o I-3lef nAi end n-c-5ff 41- - ---#64) -77/0 =e7, 1PCP/P v (WC- 11$6 5 )` 76 ---1/C,— (//i4a-i;epi Lilifys kit') u 20 io /6 -7 "12 3. 3_3 ifeacf t 5,c/1(4.15de-0'i Co/e-C L 6 k 3o ) A- V 0 f_ 5' _I 0- / 6, &d () +CT-- 0, Pl /P- c) (Y, JQ 0 I__6c7(J 3 ;L // - 2t,e1 • w • 4 ASSIMILATIVE CAPACITY EVALUATION - LEVEL "8" ANALYSIS SOURCE of PO .LUTION: Bac,A- ii Sckao / Areawide (208) Planning Area: Non — design Facilities (201) Planning Area: it/oh 1 1 3 Da------- - • ----►- DO ,t 04 .. --. -+ _. , r- 00 - ..Y_ 4. M...- -+ .ter.. y 70 ♦ 00 I---+-- -r -_. b h - J - 30 • :0----+-- . .__... . _ . fit _ .d O.fl/n ri., (n3AJ A. RECEIVING STREAM Classification: 7/10 Flow (cfs) 0. ASSIMILATIVE CAPACITY DATA Hater Surface Slope (ft/ml) Stream Velocity (fps) Stream Depth (ft) Elevation 0 Discharge Pt. (ft) Drainage Area (sq. A1.) 03-01-0/ /11 /7e Ri u7- Coic CreeJ C /6,7 0.1 0./ /. 0 7/10 Yield (cfsca) p Design Temperature °C) ,26, Groundwater Runoff cfs/m1) Deoxygenation Rate K1 Base e) ; Reaeration Rate (K2 Base o) Min, Daily Avg. 0.0. (mg/1 ) ,f a - Upstream Quallt - eO (mg/1 a 0.0. mg/1 7,`f C. REQUIRED EFFLUENT LIMITS Design Flow (MGD) 6016 (mg/1) Ammonia Nitrogen mg/1 fissolved Oxygen mg/1 Total Suspended Solids (mg/1) Fecal Coliform (//100 mi) pit (S.U.) D. Conti N T S ,Op6 .s /4079 DOnot _ ��% oU '-/ ? mn[ 1 STATE OF NORItI ( Allot INA DI I'AK (Mt N1 O NATt It AI AND t (OrNOMIC RESOURCES Ok i ;f1AL FIN,Si to,'ATE SECOND UPDATE THIRD UPDATE 1 1 - 11111L_!