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HomeMy WebLinkAboutNC0040908_Wasteload Allocation_19771215NPDES DOCUMENT SCANNING COVER SHEET - - IMP - Permit: NC0040908 Tabernacle Elementary School NPDES Document Type: Permit Issuance Wasteload Allocation�N.. Authorization to Construct (AtC) Permit Modification Speculative Limits Complete File - Historical Instream Assessment (67B) Environmental Assessment (EA) Permit History Document Date: December 15, 1977 This document is printed on reuse paper - igziore arty comtezzt on the reizerse side 0 4g7' Actual Facility . j / . proposed Facility WASTE LOAD ALLOCAi LUN ht.t�UL.SI Date of Request / 1 177 0,1 TO: • dike MicGhee, Technical Services Date Needed FROM: A/Afe) SUBJECT: Effluent Limits for NPDES Permit No.(001 ) ai�sip TP' Pipe (003 )' Permit Application Received (602 ) Draft to Public Notice (805 ) Discharger Name .(103 ) 7?'e&z4&qCe57//6�7 y c'4. County (104 ) l2 Qaee0y Type (400 1-7 Mu Equiv. Population o2Co2 (.40,406)Longitude Served (202 ) Latitude (115 ) // 3s° 4(3 / 1/6 (116 ) 79 ° 'e O " . 201 'Area (263 ) 208 Area (264 ) ' Subbasin (112yt (90767 ream Classificat a Receiving Stream �( 109 ) 4 T tes A��o 4Gfaio>&" 1'/T To era)///4 f 72 Drain. Area(267 ) Z 7/10 Flov(270) 0,0 Ratio Waste 7/10 (�i;;3 ) Design Capacity (20 7) .2, '0 �► 7 it se o p f47a sy67e Design Temperature (NKP) Elevation (NKP) 56. — 60-/,-edx) Location Discharger !• v/ni/G& &- (NKP) PI C Ww h ' o JA/Co y Principal Product (NKP) &�7& 07e- 4���J� 7',G Sa ple No. BOD5(mg/Z) 310 recai Califorrn 11.O0ml 31616 T a DO (mg 306 41 I - Mo. Average Concentration 01 /6 /o o © ‘ • o - Wk. Average -- Concentration 02 J Minimum Concentration 03 X - Marinncn Concentration 04 M - Monthly Average Loading 05 - Weekly Average Loading 06 P - Minimum Loading 07 Q -Maximum Loading 08 T - F-requency al' Analysis 09 W - Samvle Typel 10 T sid 50 (m3 Z) 600 P 400 (units) TS 5. I - Mo. Average Concentration 21 f/ ‘ - ea . S 7 - Wk. Average Concentration 22 ' J - Minimum Concentration 23 X - Maximum C ' ccntration 24 M - Monthl A e Loadi 25 - Weekly: Average Loading 26 P - Minimum Loading 27 Q - Maximum Loading 28 T - Frequency Qf ,Analysis 29 W - Sample Tye 30 UOD OUP) 7,2 - , , . • . &I -A a de ille:VI: / 'i-,4 P. ,-,..,,, R. :) eP.r� - • 0 17A = 0, D; -=.' e, ..i, 0./ 6,_,Li-,-- 0,0 194,/ e„ ,PL.,, Vz- a002, = 6. 0 4, d o, % .3 ,Z.... ‘, 0 _,__z Or_ - // 2_ leC) = o• 0 53 Y U