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Home My WebLink AboutNC0000108_Waste Load Allocation_19860217N n A, H w J H C7 Ha W J c� H Design Zbmp.: 'Q-U Drainage Area (mil ) : O,(pq 7Q10 (cfs) ?> Winter 7Q10 (cfs) 0,(v Location of D.O. minimum (miles below outfall): U Velocity (fps): (i,1 ,4-) U Effluent Characteristics $ 0 o r) k)"' -t3 (> 0 T� rt� Cr� Z� Kl (base e, per day) Monthly Average Comments 3f7 ►� �j /'0 ?� o U Avg. Streamflow (cfs) : 30Q2 (cfs) Slope (fpm) 41 s • K2 (base e, oer9 day): 0 (4.a ( Effluent Characteristics BOO us QC: I R :'Dnthly Lverage Comments 30 O-R 'J too(,) �Al�tion Comments : - i 6X � on O on Q d By: \ , Z-IC42 Reviewed By: 2o Date: V NPDES WASTE LOAD ALLOCATION ineer j Date Rec. # Facility Name: 1414faI64N 7�/� �%j /��Q,l,�� Date V? Existing Proposed O Permit No.: o /✓Gd0dU le O Pipe No.: did 3 County: 7)WSX v A. O.0040 Design Capacity (MGD) : S. a. 01-T' Industrial (% of Flow) : v' Domestic (% of Flow) : Receiving Stream: 6,41-W 641,4/ 4oed7;K class: �- Sub-Basin: O — 0 3 — Q J Reference USGS Quad: 4 ? W4F (Please attach) Requestor: S5; l Regional Office A,ns.H,N (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Zbmp.: 'Q-U Drainage Area (mil ) : O,(pq 7Q10 (cfs) ?> Winter 7Q10 (cfs) 0,(v Location of D.O. minimum (miles below outfall): U Velocity (fps): (i,1 ,4-) U Effluent Characteristics $ 0 o r) k)"' -t3 (> 0 T� rt� Cr� Z� Kl (base e, per day) Monthly Average Comments 3f7 ►� �j /'0 ?� o U Avg. Streamflow (cfs) : 30Q2 (cfs) Slope (fpm) 41 s • K2 (base e, oer9 day): 0 (4.a ( Effluent Characteristics BOO us QC: I R :'Dnthly Lverage Comments 30 O-R 'J too(,) �Al�tion Comments : - i 6X � on O on Q d By: \ , Z-IC42 Reviewed By: 2o Date: V For Appopriate .0'isckargen, List Complete Guideline Limitations Below Effluent. Characteristics Type of Product Produced Wnthly Maximum Daily Average Average W 1717- , Lbs /Day Produced ftfluerit Guideline Reference • Request No. : 2906 (A, 6) --------------- - - - - -- WASTELOAD ALLOCATION APPROVAL FORM ---------------- - - - - -- Facility Name Type of Waste Status Receiving Stream Stream Class Subbasin County Regional Office Requestor Date of Request Quad : AMERICAN THREAD CO. : DOMESTIC : EXISTING : GALLOWAY CREEK . C 040301 TRANSYLVANIA ASHEVILLE BRIDGES G7NE Drainage Area (sq mi) . .69 7Q10 (cfs) . .43 Winter 7Q10 (cfs) . .6 30Q2 (cfs) Average Flow (cfs) 2.05 ------------------- - - - - -- RECOMMENDED EFFLUENT LIMITS ------------------- - - - - -- : S/W S/W Wasteflow (mgd) . .006 .015 5 -Day BOD (mg /1) . 30 30 Ammonia Nitrogen (mg /1) . NR NR Dissolved Oxygen (mg /1) : NR NR TSS (mg /1) : 30 30 Fecal Coliform ( # /100ml): 1000 1000 pH (SU) : ------------------------------------------------------------------------- 6 -9 6 -9 - - - - -- ---------------------------- - - - - -- COMMENTS ----------------------------------- ------------------ t Q ` `'r- k a l r.J LLLA -- rc. � T w U , ...QC' — A —'- r>- -Z> b SL • Recommended by - - -N �� - -- Date I r Reviewed by: ' Tech. Support Supervisor - -� -- - - - - -- Date --2l -- - - -- - Regional Supe W- -- 0�- - Date GJC-7 Permits & Engineering - -- - - - -- Datez11d�{ PERMITS & ENGINEERING Water Quality Divisions MAR 19 19% We�rerri Ke-;+onal Offing Asheville, North Carolina NO 0. -b 00A = 0.6ct (QA = a.0 5 -?d2(o5 = o.43 1 O to es 52- D ,ye)3 vt e. -7 AJE 03, 4'Yi 4a1 =0'3,QA-- p,9 DA = o•-q v oPD CO A - 440,W, -o.st 03�`13a3�C>000 �QiJw =o.blo Z�JC" Q/L= 103 Dr1= 344 • 4 (,4/4,02 = Z °/-X Z(gU zl'�?•� q,o2 -�—Q -�e !II I 1 II jl i i it i' • JX h� D� CCZp `R- o �•ooto c�.o 1 o . to z co.13 � --- - - - - -- M•ODBL- -RESULTS ---- - - - - -- ISCHXRGER•• s AMERICAN THREAD CO. ECEIVING STREAM s GALLOWAY CREEK ---------------------------------------------------------------------- THE END D.O. IS 8.72 MG /L ---------------------------------------------------------------------- THE END CBOD IS 4.16 MG /L -- - -- - - - r r - w - - - - - THE END NBOD IS 0.00 MG /L --- ----- ------- --- -- ------------- — ------ ----------------------- -- - - - - -. THE D.O. MIN. OF SEGMENT 1 IS 8.12 MG /L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG /L OF CBOD t. 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 6.000001E -03 MGD ----------- ------------ i4 � F Discharger : AMERICAN Receiving Stream s GALLOWAY 7Q10 s .43 Design Temperature : 20 -C DEL +SUMMARY DATA * * * THREAD CO. Subbasin : 040301 CREEK Stream Class: C Winter 7Q10 : .6 30Q2 : 21&R3 2MPE2VEfJJ=2DEM2n 2n 2K2 2K2 2M 2 2 I aKMR a a Mile aftMda fps 2 ft 2 /& Y2 m -2 /&y2@2O- 2 /daY2 @2O-= /&y3@2O -3 a a a a a a a a a a a a a SegjW& 1 2 0.132 71.502 0.188 a 0.41 2 0.62 20.62 224.21 a 24.212 0.00 2 0.00 2 0.00 30.00 a Pewh l a a a a a a a a a a a a a * ** INPUT DATA SUMMARY * ** 2 FkV 2 CB CD 2 N W 2 D.O. 2 a cfs a m1l amrl amyl a Segrent 1 Peach 1 a a a a a Waste 2 0.009 2129.000 2 0.000 2 0.000 2 HaKUkers2 0.430 2 2.000 2 0.000 2 8.300 2 'lribataty 2 0.000 2 0.000 2 0.000 2 0.000 a * Ranff a 0.620 2 2.000 a 0.000 2 8.300 2 * Rmoff f1cA► is in cf4/5d1e s - - - -4 MODEL- -RESULTS ---- - - - - -- DISCHATtGER AMERICAN THREAD CO. RECEIVING STREAM t GALLOWAY CREEK ---------------------------------------------------------------------- THE END D.O. IS 8.58 MG /L ---------------------------------------------------------------------- THE END CBOD IS 8.27 MG /L THE END NBOD IS 0.00 MG /L THE D.O. MIN. OF SEGMENT 1 IS 7.87 MG /L THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00 WHICH IS LOCATED IN REACH NUMBER 1 THE WLA FOR SEGMENT 1 . REACH 1 IS 151 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 .015 MGD ----------------------- - - - - -- - - - - -- • * * *. M'OXtEL • S U *MARY DATA Discharger s AMERICAN THREAD CO. Subbasin s 040301 Receiving Stream s GALLOWAY CREEK Stream Classs C 7Q10 s .43 Winter 7Q10 s .6 Design Temperature s 20 -C 30Q2 s ajzNMpS[LPE a VE O= aDEM a IQ a 11 a K2 2 K2 2 M 2 M a KW s RM s a M a 2ft,/SAd a fps a ft a /day a @20- a /day a @20-• a /day 2 @20- s /day a @20- s a a a a a a a a a a a a s SegUM* 1 2 0.13a 71.50' 0.192 30.41 a 0.63 20.63 224.74 2 24.742 0.00 a 0.00 20.00 20.00 a pal _ a a a a a a a a a s a a s * ** INPUT DATA SUMMARY * ** 2 F1ogr a CBCD a NBCD a D.O. a a cfs sMRA smyl a m, a Sept 1 Bu-kcb 1 s s s a s Waste 2 0.023 2151.000 a 0.000 2 0.000 2 Hea&;abws2 0.430 2 2.000 2 0.000 a 8.300 2 TdbUtny 2 0.000 2 0.000 2 0.000 a 0.000 2 * Ru-off 2 0.620 a 2.000 a 0.000 a 8.300 a ASSIMILATIVE CAPACITY EVALUATION LEVEL "B" ANALYSIS SOURCE OF POLLUTION: Q"&,, rJAAa Ca=► Areawide (208) Planning Area: Ala x, lti;&a..,�,i Facilities (201) P1amins Arse: + A. RECEIVING STREAM ¢a- /1phhy &4 44— I Classification: 7/10 Flow (cfs) 0-4 0 �,.. -0 ` B. ASSIMILATIVE CAPACITY DATA �= � IZ C Mater Surface Slope (ft /mi) 570 11 0� z000� Qr : fo � '7//o &- /b -77 jor- s TO'S ..✓ 600 100 we rl ,0t 79� D K 10 a sc m K G o'1 o E Stream Velocity (fps) 0@L Stream Depth (ft) o•S3 Elevation ! Discharge Pt. (ft) z r i6 Drainage Area (sq. mi.) n.6 µ 7/10 Yield (cfsm) Design Temperature oC) 2 d Groundwater Runoff Deoxygenation Rate cfs /mi) K1 Base e) a fq Y-3 g__ Reaeration Rate (K2 Base a 0.3 9 Min. Daily Avg. D.O. (mg /1 S.0 Upstream Qualit - BODu (mg /l 2- D.O. (mg /1 J? "Z C. REOUIRED EFFLUENT LIMITS g Flo (MGD) D_ 00/ OD Ammonia Nitrogen (mg /1) — Dissolved Oxygen (mg /1 Total Suspended Solids (mg /1) 3 Fecal Col iform (# /100 ml) CL_ pH ( J D. COMMENTS U�st mci /1 l x 0.0 0. •! o ,as 0.03 Derlr� Ffow �wsd� STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES ORIGINAL FIRST UPDATE I PAGE SECOND UPDATE THIRD UPDATE 1- 22- -11 I &IF I I I I Rea I I I I i