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Home My WebLink AboutNC0034860_Wasteload Allocation_19780222r WASTE LOAD ALLOCATION REQUEST Actual Facility 2 22 7S Proposed Facility Date of Request/ �p TO: Mike McGhee, Technical Services Date Needed FROM: Jo#A( c. SUBJECT: Effluent Limits for NPDES Permit No.(001 Pipe No.(003 ) Permit Application Received (S02) Draft to Public Notice (805 ) Discharger Name (103) . County (104) �e (40 /_/ Mu� ScHtilElaER M/LLS � 6X,fifz^//»� Equiv. Population Served (202 ) Latitude (115) Longitude (116 ) � � 3C4 6-6 . 3o 201 Area (263) 208 Area (264) Subbasin(112 Stream Classification o3-c8-37- Receiving Stream (109 ) Dreia. Area(2o7) 7/10 Flow(270) Patio Waste 7/10 (303 Aa40 Y fORK ez.EEic 8, 9 M Z 2,/ Design Capacity (207 ). Design Temperature (NKP) Elevation (A'KP) /SZ)'000 Y /wn�2l Location Discharger (NKP) LlllVyYcs �i""" PHp V/l,Ev. Su/SM, IML15TR/AL Lcr D1 WASS 7i!!CflfD BOD5(mg/Z) Fecal CaZiform emperature !� Sample No. 310 110ortZ 31616Z 0 F 11 3. 41 I - Mo. Avera4re Concentration 01 9.L o0 - Wk. Avera a Concentration 02 -- J - Minimum Concentration 03 K - Maximum Concentration 04 " M - MontH Avera a Leadi 05 - Weekly Ave ra a Loadfnq 06 P - Minimum Loading 07 Q - A;aWimwn Loading 08 -- T - FrequencyITrequency of Analysis 09 W - S Ze fype 10R' lOtaZ Iir^LT 'NH3-N pH (units) (moll) 530 (m Z) 600 400 ✓ OD Z - Mo. Avera a Concentration 21 IY,b 6 - 39, - Wk. Average Concentration 22 J --Minimum Concentration 23 K _ Maxinm�m Concentration 24 M - Monthly Avera a Loadin 25 - WeekZ Aver a Loadi 26 P - Minimum Loading27 0 Maximum Loading 128 T - Frequency of AnaZyszs 29 W - Sample Type 30 DOD (NKP) I • 60n� -3 q - Z - II t 80Dwf 0 1 L S LOOM, W i'} STG 1• `f's- T XT - o - JULY S 11-14 2 5UBPA T C - -bM PROCESSINQuB - 3 14T�AN1E1�_ DAILY K1l Ibs lLY M41C_ s A SS 2 11, 64MIA .S CO 39,3 q , FECAL OLD OR YA 406 10o 4 (0.0- 1.0 S.U. �, L- F irOs p 0 0 op 35 56 lb.51AAY ASSIMILATIVE CAPACITY EVALUATION LEVEL "B" ANALYSIS SOURCE OF POLLUTION: Schrle)der M, l/s —� STP Areawide 1208) Planning Area: i1z-A -/L 4 A. B C RECEIVING STREAM (tA�L Classification: 7/10 Flow (cfs) ASSIMILATIVE CAPACITY DATA Water Surface Slope (ft/mi) Stream Velocity (fps) Stream Depth (ft) Elevation @ Discharge Pt. (ft) Drainage Area (sq. mi.) 7/10 Yield (cfsm) Design Temperature oC) Groundwater Runoff cfs/mi) Deoxygenation Rate KI Base e) Reaeration Rate (K2 Base e) Min. Daily Avg. D.O. (mg/1) Upstream Quality - BODu (mg/l) D.O. (mg/1 REQUIRED EFFLUENT LIMITS Design Flow (MGD) GODS (mg/1) Ammonia Nitrogen mg/1 Dissolved Oxygen mg/1 Total Suspended Solids (mg/1) Fecal Coliform (A/100 ml) PH (S.U.) cob (-n+, 1A) D. COMMENTS MWE �z= M=rA=M= =00010M MENNEN C 2-0, o 2 Drrifn Flaw 1.,dj STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL I FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE 4-/1-7S 1dDF1 I I I CTA 32 WASTE LOAD ALLOCATION REQUEST p �_ :Actual Facility J / Proposed Facility Date of Request '� /Z/ooff • �5�/ - TO: Mike McGhee,' Technical Services Date Needed = FROM: Jo#A( SUBJECT: Effluent Limitsfor NPDES Permit No.(001) Pipe No.(003 )' Permit Application Received (802) Draft to Public Notice (805 ) Discharger Name (103) _ County (I04) - ScHNEtOER .M1G[S GEX�fiPV0C-R Equiv. Population Served (202) Latitude (175) Longitude (116 ) a I it - Q1'/1�36". 201 Area (263) 208 Area (264) Suhbasin(112) treats Classification �- Receiving Stream (109 ) D-,4in• Area(257) 7/10 Flow(270) Patio WT ste 7/10 (30: mu�oY FcRa ez�Elc 8,1 Design Capacity (207 ). Design Temperature (N1tP) Elevation (NW) y o0 0 CPU 3 Zo Location Discharger (NKP) rirci al Prodxrct (M) Mljv vii,Eu. ,06M Donr� ST�C 41 f15TE BODS(m3/Z) ecal, GaZifoxn � eratu-re Sample No. 310 10omZ 31616 - F 11 41 I - 1?0. Averav Concentration 01 - Wk. Avergge Concentration 02 J - yinimum Concentration 03 K - 1?a mat Concentration 04 - M - Mon thl Aver a a Loadin-0 05 - WeekZ Avera a Load 06 P - Minimum Load2 07 Q - Maw^ ra:nan Loadit 08 T - Fre o Analysis 09 W - S7pZe Type 10 iotaZ T,rL2` NH3-N pIl (writs) (rr /Z) 530 (m Z) 600 400 I - N.o. Avera a Conaentratio•,¢ 21 3 - G - Wk. Average Concentration 22 J - Minim= Concentration 23 K - M.aximvm Concentration 2e 1; - MonthLy Avera a Loadin 25 - Week-tAver a Loading 26 P - llinimum Loadin 27 9 ra Loadirrq 28 T - Frequencz/ of AnaZt/sis 29 W - Sample Type 30 — - �ToA,, _ du fur .dt•.1.P w�T n-a' f �"""..G' � F UOD (YAP) DIVISION OF ENVIRON'4EATAL MANAGEMENT June 26, 1973 Mr.C. I]. Reed Biberstein, Bowles, Meacham and Reed, Inc. Post Office Box 4007 Charlotte, North Carolina 23204 Subject: Schneider Mills, Inc. Final Effluent Limitations to be Included in NPDES Permit Alexander County, N. C. Dear Mr. Reed: During the processing of the subject Permit, your Office was notified of final effluent limitations rihich Schneider dills, Inc. would be required to meet in order to drotect -.•rater quality in the receiving Stream. Due to concentrations of oil and grease from the in.iustrial loom wastewater discharge, the final effluent limitations for this discharge will include an Oil and ;reasu, wily Average liriitation of 10.; ,.ri/l. All other final effluent lii:-dtatioas will remain as notified pr:viously. If you Gave any furtacr questions concerning this or any ot'ier matters, please advise. Sincerely, ORIGINAL SIGNED BY D. Rex Gleason Regional Engineer cc: Mike McGhee �' r Alexander County Health Department .BASTE LOAD ALLOCATION REQUEST - v,/,ctual Tacility f - Proposed Facility Date of hequzst /�v 5/3 --t TO: Mike mcChee, Technical Services Date Needed FROM: Jo<'Ar C. CAIvwEL!-� 5,of0 SUBJECT: Effluent Limits' for NPDES Permit No.001 } Pipe No.(003 ) Permit Application Received (S02) Draft to Public Notice (805 ) Discharger Nam (103) County C104) Type (4 ScFINE�OcR hJ/GLS tLEX�4v✓OC--R /_? Ttu� Equiv. Population Served (202) Latitude (115) Longitude (3-16 ) 36' 6G-6 30 QJ°JI 3aci. 201 Area (263) 208 Area (2644 Subbasin(112/) Stream Classi£ication n3-c8-32- C Receiving Stream (109) Draia• Arza(267) 7/10 Flow(270) Patio Waste 7/10 (303 ef Z 2/ a/6- Design Capacity (207 ). Design Temperature (NKP) Elevation (NKP) _ ^T 1106 41006 Location Discharger(- ) rincipal Product (l P) MlJP y/�EV SUS/%tr WA7tR ikev+TmEti'i 04-TER H,#CRI11¢5H BOD5(nsg�Z) veca- CaZiform T erature ISO Stele No. 310 IOOrn2 31616 F ti 41 -- — I - Mo. Aver a Concentration 01 - Wk. Avera a Concentration 02 J.- Ntinimwn Concentration 03-- K - Maxinnan Concentration 04 ` ht - Monthl Average Load' 05 - WeeklyAvera a Load' O6 ` - -- P - Minimwn Loading07 Q - Ma-^tmum Loadin 08 T - Fre en a ArusZ sis 09 W - Sw7ple a 10 iotaZ l;r^L4` P7Hg-N pIt (units) (mej1) 530 (m l) 600 400 I - Mo. Average Concentrations 21 . —Average Concentration 22 J - Minimwn Concentration 23 K - Ma--jmvm Concentration 24 I 1onthAveraaLo 25 - WeekZ Average LoadingZE P - Minimwn Loading27 A l4aximwn Loadiyzq Z8 T _ FyggZ,onry of Anali�sis 23 W - Sample Type 30 DOD (NKP) 090 ASSIMILATIVE CAPACITY EVALUATION LEVEL "B" ANALYSIS SOURCE OF POLLUTION: Schne'�Cj- Areawide (208) Yn. ining Area: - ` Facilities (201' Planning Area: O ,� CD y. e00 0 e00 xoo 80 eo ro eo eo .a a0 ]0 C/le'� A. RECEIVING STREAM /1%4 7vn-K-, Classification: 7/10 Flow (cfs) 2, B. ASSIMILATIVE CAPACITY DATA Water Surface Slope (ft/mi) Stream Velocity (fps) Stream Depth (ft) Elevation @ Discharge Pt. (ft) Drainage Area (sq. mi.) 7/10 Yield (cfsm) Design Temperature (OC) Groundwater Runoff (cfs/mi) Deoxygenation Rate (Kl Base e) _ Reaeration Pate (K2 Base e) Min. Daily Avg. D.O. (mg/1) Upstream Quality - BODu (mg/1) D.O. mg/lj _ C. REQUIRED EFFLUENT LiM ITS Design Flow (MGO) 00 4 BODE (mg/1) Ammonia Nitrogen (mg/1) Dissolved Oxygen (mg/1) — Total Suspended Solids (mg/1) _ 3 0 Fecal Coliform (A/100 ml) PH (S.U. 5 SDja. 0.1 D. COMMENTS 11 Leal ro/1 Dlllln F/O. [Tldj STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORiGiNAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE 4-1 -,7,io &!;� cT63v