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HomeMy WebLinkAboutNC0036668_Wasteload Allocation_19820204NPDES DOCUHENT SCANNING COVER SHEET NC0036668 Kenansville WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocations Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: February 4, 1982 This document is printed on reuse paper - ignore arty content on the reirerse side Facility Name: Existing Proposed NPDES WASTE LOAD ALLOCATION k'trnfrgsvrl(4 warp r� Permit No.: ke-od366Ge Pipe No.: Col 0. r7 Design Capacity (MGD): Industrial (% of Flow): Receiving Stream: 0calf , rietfi C. Reference USGS Quad: (Please attach) 51 RIP7 Date. )2I fS%8I County: alpc)Tliih Domestic (% of Flow): Class: ns to, Sub -Basin: CS -D —2 Requestor: .3. 4k-t/" 417 Regional Office . e/.4fleaL (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: n? (0° C 7Q10: 0,35 r Location of D.O.minimum Drainage Area: `y) / (v Avg. S t reamf low : Winter 7Q10• 30Q2: r® � (miles below outfall) • -51 Slope • S Wiyr i Velocity (fps) : 0 (5 Kl (base e, per day, 20°C) : Q' 6 2_3 K2 (base e, per day, 20°C) • 1/35 Effluent Characteristics -Monthly .Average Comments oP5 8 "Ye' 12. (1) A) 1-6 kr3 S 3 ., !DO 5'0 _ 753 ra101 If , cQ Fe Co1 r e /t' --Q __12JL_____ 6,—! Original Allocation Revised Allocation G(5, ur%1 repared By: Z1g t Ef f luent ' Characteristics 15'2- on Yr' Monthly Average -4an'1 Pe ,,kr, /to Comments aJaAD Date(s) of Revision(s) (Please attach previous allocation) Reviewed By: wett) Date: Form 4001 WASTE LOAD ALLOCATION APPROVAL FORM #244 Confirmation Only Reviewed by: Facility Name: Kenansville sTP County: Duplin Sub -basin: Regional Office: Wilmington Requestor: Type of Wastewater: Industrial Domestic 03-06-22 S. Abdul-Haqq If industrial, specify type(s) of industry: Receiving stream: Grove Creek Class: C-SW Other stream(s) affected: Class: 7Q10 flow at point of discharge: 0.35 cfs 30Q2 flow at point of discharge: Natural stream drainage area at discharge point: 22 sq miles Recommended Effluent Limitations Monthly Avg. Qw = 0.17 MGD BOD5 =f8 t'' IZNH3 =.4' -/� 3,y /L DO = 5 mg/1 TSS = 30 mg/1 Fecal Coli = 1000/100 ml pH = 6-9 SU Co.vg4 cam/ A%I Ew jel This allocation is: / / / / / / /,/ Recommended and reviewed by: for a proposed facility for a new (existing) facility a revision of existing limitations a confirmation of existing limitations Date: J/ Z Head, Techncial Services Branch Date: -_7L L �2�Regional Supervisor Date:__ Permits Manager - -4. -1 / / Date: Z Approved by: 1 �) � Division Director /` �f��`� —C L L Date: a��5�� ZIZ/P Z mK o3-vd -22- Anansyr l6 57P LA) =O,y9,0 _ -(-kg volt --171.4.c) �G a <)- (ac dird 7/o 6g,(A af-6c 4-X6-)1 5 74- Y�dllifriOce/i..O ari..e0 laW"e-i Ve.10 (0,1 g i5) ru0 Sena l(IA 1115-tz-e0 ) , ,zie caveni_ (x),1-7-y a /1 a_Lio c_ce 74 S7-1 6g // 6-0,D0 GF 'Tv) -11-It rTteAMI. rart 11--e old ry Stj cthi-1, )1(`, .14'c-c10 z c�.� cA,t.Gir<0 r cs\A.e c.� O�m..� C�-i�2 w," ), 7471 S/1S1,Z o3-a6 -z Z ff K Kenet vi ji.e_ 703 on it/ r77L,l otA.e, ,n 11..1 a' V, c' �, 1303-1-3,u13 ,C00%�d- 0o I (nit �Sl�o�d� um c,.(4,-e-40//ri r1,0115 v, /� rn o cLP 4-eix -/) wrxi 0101 I Bop() 1+ — q 06) -=- - 0, o o7-3V (on K2-\_rta 0?1.6-7- 07.11 e./t Y17- e 5102PiLL45tZt?-a., 5 I Ce 1, 24` eerie niv, /rldrit/ 2 irr f Delia • ' ( -/vcr(f GCg9SA-4,0 lim �" ns /flo/U J @%u) OcD 5 u F13 P0 8,DS fcr 1X� $ODs F«.,.0 . to' 6 1 1 / 411 3, (0 20 1 ?- -4 5/ 70 /AZ ^'• f `MI 02i0 6 ' If, <0 411g 5,0 fQ 7- 5'. �p ( Vo Ian log '/ro lq. — 97. a, to ?go 13 2 r? /35/n «/a-! . 04/ 745 c49, o — ADI 5 /, to 5 JO, 2_ 1,51 5'/O /0/3 I 10(Q 310 3,0 Iq, Z 5/V. /t y 1.20 6, Z a)O 3Vd 11/1 (5/- (r ) 1 O j •— 33 445 </Lo 360 4475 <1.0 3 y0 al b`l 2373) -- — 1 a — 5, 0 1, 0 5/20 ! . y5 f. (a 73o /a1 IS�3 1 - S� yJ &lgl 518/ . — yo — « l5-5s) 02,2 11, v,,.3, '-5/,5) dro R,67so _iQ(0 Se(54,1)___L2____ 801a1 4/9- 5181 oigeN— (4.0 z2.Co 6,3(5.8-?.i) y,0 So 5,5(5-613) 3.4/ <10 .050 -- cal -- 4.7(y.2-?.1) '1.0 q0 4.2(5- 7.J) 2- 2_ 90 z/8 1 - apt RPRl 0/ : Ag */ Aeogre