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HomeMy WebLinkAboutNC0042358_Wasteload Allocation_19830330NPDES DOCYNENT 5CANNINO COVER SHEET NC0042358 Adams Apple Condominiums WWTP NPDES Permit: Document Type: Permit Issuance asteload 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: March 30, 1983 This document is printed on reuse paper - ignore any content art the r-eiterse side 0 Co, 0 _ L=r-- / - r oyster Facility Name. Existing Proposed NPDES WASTE LOAD ALLOCATION 7/7/onetn..4,"0 &zap.. Permit No • Y1000 4 _ 1 1 0 Pipe No.: 0 0 / Design Capacity (MGD) :� 0•/ �0Z Industrial (% of Flow) : Receiving Stream: (/47/11c4yi f! Class: e—la• Sub -Basin: l- A2—d Reference USGS Quad: (Please attach) Requestor• (Guideline limitations, if applicable, are to be listed on the back of this form.) Reg. Office Engineer Date Rec. # L 1- 54.,E Date • / County: Domestic (% of Flow) : /CO rJ Design Temp.: c)() L./ Drainage Area• 1' m Avg. Streamflow: • 3i Q 7Q10: _ 0 ' ' <. S Winter 7Q10 : (% (c- •J 30Q2 • l . 0 C5 a., a Location of D.O.minimum (miles below outfall): Slope. � 1- s Velocity (fps): K1 (base e, per day, 2O0C): K2 (base e, per day, 20°C)• 0 v 0 N a L Effluent Characteristics Monthly Average Comments PPOi J. 'Ph Sw.' p2- t;thv • PA--/Dp. q 1f 44 -' (,SLc� . (SI Ae. 0.Di&3 1 Original Allocation Revised Allocation Confirmation Prepared By: Li Effluent Characteristics Monthly - Average Comments needs 12 -)S' c-01(.e-,.1-4`e-d ++ t • Date(s) of Revision(s) (Please attach previous allocation) Aiticw 4? eviewed By: Date: 3b V� REQUEST NO. 543 ********************* FACILITY NAME TYPE OF WASTE COUNTY REGIONAL OFFICE RECEIVING STREAM 7010 : 0.4 CFS DRAINAGE AREA WASTELOAD ALLOCATION APPROVAL FORM ********************* RECEIVED Water Quality Division ADAMS APPLE HOMEOWNERS DOMESTIC AVERY ASHEVILLE WATAUGA RIVER W7010 : 0.6 CFS : 1.48 SQ.MI. ************************ WASTEFLOW(S) DOD-5 NH3-N U.G. PH FECAL. COLIFORM TSS RES CHLORINE (MOD) (MG/L) (MG/L) (MG/L) (SU) (/100ML): (MG/L) MG/L REOUESTOR : SU66ASIN MAR 241983 Western Regional Office Asheville, North Carolina DAVE ADKINS 040201 3002 . 1.0 CFS STREAM CLASS :C-TR RECOMMENDED EFFLUENT LIMITS ************************ . . .025 30 6-9 1000 3 o 0.053 *.:*::*******:*****************************.+K** FACILITY IS : LIMITS ARE : d(c /11/e P 3 2S-81 ********************:****************** PROPOSED /} EXISTING ( NEW ( ) REVISION CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED Res. d.Ior.nL 1. ^4.•1 Metal. REVIEWED AND RECOMMENDED BY: MODELER SUF'ERVISOR,MODELING GROUP REGIONAL SUPERVISOR\* PERMITS MANAGER APPROVED DY DIVISION DIRECTOR _.. _..(111e0"1-4-4-1441-4-114-44-"-SATE_.. *.5M DATE DATE 3125/�3 I F� : _ DATE Aj40 • s .I *:***.**:*:***: MODEL RESULTS ***:#:**:.*.*.*4: DISCHARGER :ADAMS APPLE HOMEOWNERS RECEIVING STREAM :WATAUGA RIVER *******: K***:*4*:4<*:*4:***4:::*************4<*.4.4***:4<:**************4**:4*4***:*** THE END D.U. IS 9.13 MG/L ::*4*.*.4.*:*:*:*4::#:*:****:****;***:**:*:**-*:*****4:************:#'******** K;*:4**:4***** THE END CBOD IS 6.57 MG/L :4****.#:..4*:*:4<*****:***************::4**#.*4*..*..4C*.4<4****:K:.*:4:4:4:**:4:**:**4*****:4***: THE END NBOD IS 0.00 MG/L 44.*:**4****:*:*:**::*4:********:***:*:****:***4********4*4******:4:**********4:****. THE D.O. MIN. OF SEGMENT 1 IS 7.57 MG/L. THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD THE REQUIRED EFFLUENT D.O. IS 0 MG/L. THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.025 MOD F*:4********.*...*.4*:4:*:*:;*:*****:*4:**:*:*****:4*:**:*'***:*4******4:*:***.******4*4.*44** *** INFUT DATA SUMMARY *** FLOW I CBOD i NBOD 1 D.O. CFS 1 MG/L 1 MG/L 1 MG/L SEGMENT 1 REACH 1 I WASTE 1 0.04 HEADWATERSI 0.40 TRIBUTARY I 0.00 RUNOFF * 1 0.00 110.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.30 0.00 0.00 RUNOFF FLOW IS IN CFS/MILE:. • , DISCHARGER RECEIVING STREAM 7010 DESIGN TEMPERATURE *** MODEL SUMMARY DATA *** ADAMS APPLE HOMEOWNERS WATAUGA RIVER 0.4 CFS 20 DEGREES C. SUBBASIN : 040201 STREAM CLASS: C-TR WINTER 7010 | 0.6 CFS WASTEFLOW ! 0.025 MGD ILEN6THISLORE I VELOCITY IDEETH ! Ki i Kr 1 Kri I E2 ! Oro ! !MILES 1FT/MI I FPS i FT ! /DAY I/DAY I/DAY I/DAY iCFS/MI| --------------------- i I | SEGMENT 1 ! 2.001250.001 REACH 1 1 1 I 0.10 1 | | 1 I 1 ! 10.54 | 0,46 1 0,46 1 0.00 145.00 1 0.00 1 1 I ! | I | I ALL RATES ARE AT 20 DEGREES C.