Loading...
HomeMy WebLinkAboutNC0069761_Wasteload Allocation_19790619NPDES DOCUMENT SCANNING COVER :MEET NPDES Permit: NC0069761 Beech Mountain / Pond Creek WWTP Document Type: Permit Issuance t ,._A .. .n» A.. fA1i`r.a caste1oaa Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: June 19, 1979 This document is printed on reuse paper - ignore arty content on the reYerse side NPDES WASTE LOAD ALLOCATION Routing on Reverse ide I, Beer_3 s Ni\OtliuTAI wi SA+v •,r 4Z.►/ •J. S7'?�atT Facility Name: PO -tgrr: .ver ' Date: ‘- / 9 - 7 %' County: Permit No.: Ne.D O 2 Z 73O Pipe No.: C> 0 / Receiving Stream: 2'4'c Class: C • Design.: Capacity (N�D� o z �,/206�Design Temp.: � l c- Requestor: /rep66'"- r90 Sub -basin: 0¢ - 0 Z - 6 / Other Stream Affected: Limits (circle one): Drainage Area: Effluent •r Water Quality Avg. Stream Flow: 7(110: c2. Z(o /mG!) Class: _--- DO Sag Pt. (mi.) 0 Effluent Characteristics Average Weekly _Average Max. Da Conc. .]y Avg, mum Minitamt Conc. Load. ___II9nttay Conc. Load,' Conc. Load. Load. Conc. Load. 9 BOD5 , 3 o ,Fecal Coliform /000 /pa , Disolved Oxygen -- ', Total SS 3o „., N1* i�lill `i� — 1 pH (age) Co- i p- , , AZre: REQve- ST 0 s ADZ Aeor's. Ed .�acr0.4� s io ,✓ i 'd .E'x . s ri.�.► G E./s.d TIC -- R. 3,e•k,r Pga>GA) ©. /DO AP6.4, . - , _ _ Prepared by:a.," 4- Reviewed by: -7�/W Date: ga / 79 amormrsiar IS -3/78 • i 1 0.1a + l 0-3,,1f7Ia p� = / 8 !�G7/to , V 44- 1x ST oe jog 08 35.0-3 (Y)'" S 31 14`4 ,>ZYt-, ca.ku- /gee;), yece4_, Oct; �.�, o,0 = G? �:. ASSIMILATIVE CAPACITY EVALUATION c( LEVEL}'8 ANALYSIS S''URCE OF POLLUTION: actj % ifM- f,reawide (208) Planning Area: h o4 'acilities (201) Planning Area: YtaZyd • t)0 .{00 00 100 100 ,-- 90 Ate JO DrNtn hl.,w [mgi] .c.c_77LC /'t Cc. A RECEIVING STREAM Classification: 7/10 Flow (cfs) 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 (0C) Groundwater Runoff (cfs/m1) Deoxygenation Rate (K1 Base e) Reaeration Rate (K2 Base e) Min. Daily Avg. D.D. (mg/1) Upstream Quality - BODu (mg/1) D.O. (mg/1) C. P,EQUIRED EFFLUENT LIMITS Design Flow (MGD) BODS (mg/1) Ammonia Nitrogen mg/1 Dissolved Oxygen mg/1 Total Suspended Solids (mg/1) Fecal Coliform (#/100 ml) pH (S.U.) D. COMMENTS lD o sc-a ft, 0 /'• 7_Pi y7 ice. .S7 3 er C o . as ar° Sn a.o 7,/ 0,/a. n (000 STATE OF NOR I 1 CAROLINA DEPARTMENT OF NATURAL. AND ECONOMIC RESOURCLS ORIGINAL --I FIRST UPDATE I..L --- 1 PAGE SECOND UPDATE THIRD UPDATE •