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HomeMy WebLinkAboutNC0042358_Wasteload Allocation_19780405NPDES DOCUMENT SCANNING COVER SHEET NC0042358 Adams Apple Condominiums WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Compliance Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: April 5, 1978 This document is printed cm reuse paper - ignore any coatezit on the reverse aide • • 4 • FOR DATA MANAGEMENT USE ONLY: FACILITY NO. WASTE LOAD ALLOCATION REQUEST /J/ Actual Facility / / Proposed Facility TO: Mike McGhee, Technical Services tie4006s I WFd SUBJECT: Effluent Limits for NPDES FROM: Date of Request Date Needed Permit No.(001 ) _--/3/7- #5rs u�e� ENT Pipe No.(003 ) re ,071/' Permit Application Received (802 ) Draft to Public Notice (805 ) Discharger Name (103 ) �f L d05� .kar ktf �-1A County AtlP'v' (104 ) Type (400 ) /%MuA Population 'S rved Equiv.(202� Latitude (115 ) ( 3C o07' 's,, Longitude (116 ) '1° f? , is„ 201 Area (263 ) 208 Area (264 ) Subbasin(112 )Stream o q{ -o c ! Classification (269 , C — 1 T. Receiving Stream (109 ) Wasteuk o, 7 it) ev- rDrain. Area(267) Arpro-4 - /. 6 l 7/10 Flows 70) o3-y7g7.sD Ratio Waste 7/10 (303 ) dr / Design Capacity (207 ) /''000 C /°-) Design Temperature (NKP) 20°C Elevation (NKP) Location Discharger (NKP) 5 Principal Product (NKP) lo-r1¢ s C-r C_ too S a Scmnple No. BOD5(mg/l) 310 Fecal Caliform /100m1 31616 Temperature ° F 11 DO (mg/1) 300 41 I - Mo. Average Concentration 01 30 1 000 Grp) - - Wk. Average Concentration 02 J - Minimum Concentration 03 K - Maximum Concentration 04 M - Monthly Average Loading 05 - Weekly Average Loading 06 P - Minimwn Loading 07 Q - Maximum Loading 08 T - Frequency of Analysis 09 W - Sample Type 10 Total NFLT (mg/1) 530 NH3-N (mg/1) 600 pii (units) 400 I - Mo. Average Concentration 21 3o - i,-9 - Wk. Average Concentration 22 J - Minimwn Concentration 23 K - Maximum Concentration 24 M - Monthly Average Loading 25 - Weekly Average Loading 26 P - Minimwn Loading 27 Q - Maximwn Loading 28 T - Frequency of Analysis 29 W - Sample Type 30 UOD (NKP) /IO%C • E cC rt ASSIMILATIVE CAPACITY Ey LUATION n/ ac LEVEL "B" ANALYSIS SOURCE OF POLLUTION: /1a�-h]S &die- p f1 U^ I Areawide (208) Planning Area: Melt, �4 Facilities (201) Planning Area: ,.ot -LL' Vi 3CP0 loft - /, 4 5 • 3 7 )O )O • W W0 .-- —r t Ism_ 00 60 /O 70 4 I0 60 40 30 30 10 a, o o, o/f D.N(e f!o»- (mid] 0.030 A. RECEIVING STREAM a) Classification: d 7/10 Flow (cfs) B. ASSIMILATIVE CAPACITY DATA 7 ! vL't✓ c.-T12- o.¢ Water Surface Slope (ft/mi) 2 sT Stream Velocity (fps) _______121 i Stream Depth (ft) 0-S3 Elevation (A Discharge Pt. (ft) 3 400 Drainage Area (sg. mi.) J. 7/10 Yield (cfsm) 0,2r Design Temperature (°C) 20 Groundwater Runoff (cfs/mi) 0.0 Deoxygenation Rate (K1 Base e) 0.46 Reaeration Pate (K2 Base e) /9.75— Min. Daily Avg. 0.0. (mg/1) 4,, O Upstream Quality - BODu (mg/1) Z. D.O. (mg/1) R.3 C. REQUIRED EFFLUENT LIMITS Design Flow (MGO) O- 0/c BOD5 (mg/1) 10 Ammonia Nitrogen (mg/1) Dissolved Oxygen (mg/1 Total Suspended Solids (mg/1) _ __0 Fecal Coliform (0/100 ml) io o o pH (S.U.) 6-? D. COMMENTS DO IJOEE. at mlj/1 mq/1 STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL FIRST UPDATE F PAGE c WA70/ SECOND UPDATE THIRD UPDATE • s ASSIMILATIVE CAPACITY EVALUATION LEVEL "B" ANALYSIS s a SOURCE OF POLLUTION: fDAmS RgcpuE7 ci.e48 Areawide (208) Planning Area: ikhrm _ Facilities (201) Planning Area: opt 500 100 100, 200 100 - SO 10 •0 .O 50 30 20 io. 0,0 0, 0 1 0,01 Design Plow (mid] O. 0 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 (°C) Groundwater Runoff (cfs/mi) Deoxygenation Rate (K1 Base e) Reaeration Rate (K2 Base e) Min. Daily Avg. 0.0. (mg/1) Upstream Quality - BODu (mg/1) D.O. (mg/1) C. REQUIRED EFFLUENT LIMITS Design Flow (MGD) BODS (mg/1) Ammonia Nitrogen mg/1 Dissolved Oxygen (mg/1 Total Suspended Solids (mg/1) Fecal Coliform (N/100 ml) pH (S.U.) D. COMMENTS nowt WAr4u61A QIJEi- C-lR 2.(0 0./ 3900 /,6 0,i_r 20 0.0 0.4 /9. 7s .0 2 g. S O.O/5 So 30 /000 a-9 0 \ . 0 c4( ‘,0 o,os3��� STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL FIRST UPDATE 1-12-�8 sAF PAGE s 4J,qro SECOND UPDATE THIRD UPDATE 1