NC0022900_Wasteload Allocation_19870225

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NPDES WASTE LOAD ALLOCATION ��� Date Rec. �
Ca lc� `
Facility Name: �— y'o c, ��-�2�' S�1'�J f GAS -� 5c � r f . 1c,1 k1T� Date Z Z
Existing
Proposed 0 Permit Nb.: QGDa 2? -'0100 Pipe No . .
©o!
County: -�► V 2 ie%l
Design Capacity (MGD): De SOCA Industrial (% of Flow) : DDmestic (% of Flow) : (O c-7)
Receiving t3 Class: G Sub -Bas -Ln.
Reference USGS Quad:_C, 31 N f (Please attach) Requestor: J tAl e 51ACt 4t Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Zlemp.: ,20 Drainage Area (mit) 0.86 Avg. Streamflow (cfs): - O
7Q10 (cfs) 0,3 e Winter 7Q10 (cfs) �- �. 30Q2 (cfs) �•
Location of D.O. minimum (miles below outfall) : 3 y Slope ( fpm) / 7a'
Velocity (fps) : 0"1-33 Kl (base (--, per day) O. 9z K2 (base e. per day) : -5-0, 00
..5,6"OR 6,5,- Wi N7 ,-
I Effluent I Monthly fn,eN /,
Characteristics
Average
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/
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Al
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290
s
2
30
30
o i�v
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/000
Comments:
Re�v� Al cation
Go i o
Reviewed By- � Date:
PreparedBy =

For Appropriate Dischargers, list Complete Guideline limitations Below
Effluent Nbnthly Maximum Daily
Characteristics Average Average Comments
Zjype of Product Produced Lbs/Day Produced I Effluent Gudeline Reference I

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Seoment 1 1 0.64! 68.001 0.329 ; 0.59 1 0.69 1 0.69 ;40.30 1 40.30; 0.00 1 0.00 1 0.00 1 0.00 ;
Reach 3 ; ! ; 1 ; 1 1
-----------------------------------------------------------------------------------------------------
,
Segment 1 ; 0.35; 68.00; 0.353 1 0.64 1 0.68 1 0.68 ;43.18 ; 43.18; 0.00 1 0.00 ! 0.00 1 0.00 1
Reac/ 1
11 l 1 i i 1 i 1 1 1
-----------------------------------------------------------------------------------------------------
1
Segment 1 ; 0.641 68.001 0.393 1 0.75 ! 0.67 1 0.67 148.15 ; 46.161 0.00 1 0.00 1 0.00 1 0.00
Reach .1 1
C 1 1/ 1 , , I 1 1 1 1
i , 1 i ,
Segment 1 1 0.15; 1.001 0.010 1 5.40 1 0.35 1 11.35 1 0.35 1 0.02; 0.00 ; 0.00 1 0.00 1 0.00 1
Reach (1 1 i
1 1 1 1 1 1/
1 1 1 , i
Segment 1 1 0.531308.001 0.643 1 0.68 1 0.92 ; 0.92 150.00 1 50.001 0.00 ! 0.00 ; 0.00 1 0.00 1
Re{, 1 1 7 1 1 1 11 I , 1 3 1 1 1
ath . , I 1 1 1 I 1 1
I i i I 1 1 3 I i I 1 1 1
Segment I ; 0.42;151.01 0.568 1 0.78 ; 0.79 ; 0.71 150.00 ; 50.001 0.00 ; 0.00 1 0.00 ; 0.00 ;
Reach 8 1 ; 1 ; ; ; 1 ;
-----------------------------------------------------------------------------------------------------
1 1 1 i 1 i 1 i 1 I I , i
1 1 1 1 i 1 i i i 1 1 i 1
Seamen, I ; 2.60; 47.001 0.446 ; 0.99 ; 0.61 1 0.61 27.74 1 37.74; 0.00 ; 0.00 ; 0.00 ; 0.00 1
Reach 9 1 ; ; ; ; ; ; ;
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