HomeMy WebLinkAboutNC0024872_wasteload allocation_198202090
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Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
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Permit No.: Veo024/37Z
Pipe No • 00
Date. 274-1 Z
County: 7)01V1,6
Design Capacity (MGD): t. 5 Industrial (% of Flow): Domestic
(% of Flow):
Receiving Stream: 3exittt teadif 141 101141 Class: L° - Sub -Basin: ` A—T) 0C,
Reference USGS Quad• (Please attach) Requestor• s/.ttLdth Regional Office .('4 e
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. • Drainage Area: 6, L)p " Avg. Streamflow:
7Q10 :.. 1Winter 7Q10 • 30Q2 •
Location of D. O. minimum (miles below outfall) : Slope • 4 , / , \ x,
Velocity (fps) : I, k
Kl (base e, per day, 20°C)• (I, (.6 44 K2 (base e, per day, 20°C)• 4•1
Effluent
Characteristics
Monthly
,Average
Comments
Roo 5
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Original Allocation
Revised Allocation
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Prepared By:
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tEffluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
�J 1 ri s r Reviewed By: All
Date: .2%9�(�%"
Form #001
#371
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Cooleemee WWTP
County: Davie Sub -basin: 03-07-06
Regional Office: WSRO Requestor: Salandin
Type of Wastewater: Industrial %
Domestic 100
If industrial, specify type(s) of industry:
For Confirmation Only
Receiving stream: S. Yadkin River
Other stream(s) affected:
Class: c
Class:
7Q10 flow at point of discharge: 12.0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
569 mil
Recommended Effluent Limitations
Monthly Avg.
Qw = 1.5 MGD
BOD5 = 30 mg/1
TSS = 30 mg/1
Fecal Coli = 1000/100 ml
pH = 6-9 SU
NOTE: the limits are the same as for the previous allocation,
but the design flow has been reduced from 3.5 to 1.5 MGD
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
Head, Techncial Services anch
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
fJ�
U�
Date:
Date:
Date: 2
Date:
//z'2
Date:
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0
0
Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
;4 Q5 /// 2
Cabs
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Permit No.: IBC, t na.. .Q . !. Pipe No.: b b
Design Capacity (MGD): 3,E Industrial (% of Flow):
Sov4
Receiving Stream: \i/Lc ky A
Reference USGS Quad.
County: l 6-0 e.
Domestic (% of Flow) : p cs4
Class: C Sub -Basin: "jA D C L
(Please attach) Requestor: Sc tc
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office ,.�.twA1`;_ri
Design Temp.: 3 5 0 Drainage Area: 510 9 MLA Avg. Streamflow•
a) 7Q10 : I Z C.) CPS Winter 7Q10: 30Q2 .
4.. Location of D. O. minimum (miles below outfall) : C3 . U Slope • .. '4 . a 07mt
Velocity (fps):
0
C7
0
ca
L
CP
1.67 Kl (base e, per day, 200C) • C5.41
K2 (base e, per day, 20°C)•
Effluent
Characteristics.
Monthly
Average
Comments
bc.z 5
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T SS
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Original Allocation
Revised Allocation
fr ?epared By:
fl
5-n ngl-C.e..
+Effluent '
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By: 44/ ir4d
T orm t001
SUSi� 4 I-25 --8 2
WASTE LOAD ALLOCATION APPROVAL FORM
#295
Facility Name: Cooleemee WWTP.
County: Davie
Sub -basin: 03-07-06
Regional Office: Winston Salem Requestor: Salandin
Type of Wastewater: Industrial
Domestic 100 %
If industrial, specify type(s) of industry:
Receiving stream: S. Yadkin River
Other stream(s) affected:
7Q10 flow at point of discharge: 120 cfs
30Q2 flow at point of discharge:
Class: C
Class:
Natural stream drainage area at discharge point: 569 mi2
Recommended Effluent Limitations
Monthly Avg.
Qw = 3.5 MGD
BODS = 30 mg/1
TSS = 30 mg/1
Fecal Coliform = 1000/100 ml
pH = 6-9 SU
This allocation is:
/ /
417
/ / a revision of existing limitations
/ x/
Recommended and reviewed by:
for a proposed facility
for a new (existing) facility
a confirmation of existing limitations
Head, Techncial Services Bi"anch
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
u�o1.�Q :/ .
1/197V
Date: /z /fL
Date: / 2-((er .;
Date: �46;?