NC0020664_wasteload allocation_19810925

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Facility Name:
Existing
Proposed Q
NPDES WASTE LOAD ALLOCATION
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Permit No.:AJC- 002 Q 6 %4 Pipe No.. co
Date: rz
County: er ` el^OC
Flow): Domestic (% of Flow).
Class: G Sub -Basin: C .3" O `3' — O
Requestor: k- Gy ft 'I U Regional Office .SAP le
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Capacity (MGD): 0 Industrial (% of
Receiving Stream: ( ef"A-
AetereUUC JSGS Quad:
(Please attach)
n Temp.: g G Desi Drainage Area: `� VlC1, '�' Avg. Streamflow:
7Q1O: .3 _Winter 7Q1O: .3OQ2: �� rS
WLocation of D.O.minimum (miles below outfall) : Slope: __23, S �Zkv ,
CDVelocity (fps) b t s Kl (base e, per day, 2O0C): • K o .�
2 (base e, per day, 20 C):LD
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Effluent
Monthly
Characteristics Average -- Comments
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Effluent Monthly
Characteristics Average Comments
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Original
Effluent Monthly
Characteristics Average Comments
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Original
Allocation
Revised Allocation
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Date(s) of Revision(s)
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(Please attach previou allocation)
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Form #001
WASTE LOAD ALLOCATION APPROVAL FORM
#75
Facility Name: Town of S2indale
County: Rutherford
Regional Office: Asheville
Type of Wastewater: Industrial
Domestic _
If industrial, specify type(s) of
Sub -basin: 03-08- 2
Requestor: Ogden Gerald _
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industry: Textile
Receiving stream: Holland Creek Class: C
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 3.1 cfs
30Q2 flow at point of discharge: 5.7 cfs
Natural stream drainage area at discharge point: 7.9 mi
Recommended Effluent Limitations
Qt� = 4.0 MGD
BOD5 = 30 mg/l G
D.O. = 5 mg/l (WQ limited)
TSS = 30 mg/l
Fecal Coliform = 1000/100 ml. (WQ limited)
pH = 6-9 S.U. b2 ���'�"
Gappef - 9 . 39- mgt !—
Cb assimilative capacity has increased due to revision in X-o
7/10 flow
This allocation is:
/ /
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
Recommended and reviewed
by:
y'
Date:
Head, Techncial Services
Branch .2'tL_e v
Date:
Reviewed by:
Regional Supervisor
Permits Manager
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Date:
Date:Z-
Approved by:
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Date:46Z�P�
Division Director
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NPDES WASTE LOAD ALLOCATION
ting on Reverse Side
0
Facility Name: — %q.�,l,� 6.0 tr , Date: 2CJ
County: vThA�!t? Permit No.: G2z066S—' Pipe No.: dd l
Receiving Stream: Class:
Design Capacity (N&D)s Design Temp.: Requestor:
Sub —basin: _423- 45'go-0 2 Drainage Area: , — . 7 �4L � 7Q1Q: *3r t TT
Oilier Stream Affected: Class:
Limits (circle one): Effluent or Wafer Quality Avg. Stream Flow: . �aGS DO Sag Pt. ) r ti
30/ e— �
Date:
IS -3/78

NPDES WASTE LOAD ALLOCATION Ro•ir}g on, Reverse ide
Faciiiy Name: �idl_. ,�' �i�—• •-• Date:
County: vT C•4FO,eQ. /�7 .. Permit No.: _/�G� dD2D (6 Pipe No.: _ _ _ /
Receiving Stream: /NIJ l �E'E Class: ,
Design Capacity OGD): Design Temp.: hG' Requestor: _� r'eoe0
J
Sub -basin: Qd - 06 - D? Drainage Area: —7, rv� c_ 7Q,10:
Other Stream Affected: Class:
Limits (circle one): Effluent or Water Quality Ave. Stream Flow: ��`�C.4]V) qao P+
IS -3/78

NPDES WASTE LOAD ALLOCATION
Routing on Reverse Side
Facility Name: �OWM op S�iNDaLE Date: 10-zo-"7
County: .
Permit No.. M C 00 ZO Ca 6 4i- Pipe No.: bo i
Receiving Stream: 40Gf-A-0Ju
p
' Class: G
Design Capacity (PTD) a 4.0 De' . k : t °G Requestor;
Sub --basin: 03 - 4 $ - 0 2 Drainage Area: 7Q10 2,7
Other Stream Affected.: Class:
Limits (circle one): Effluent or afar puaiity Avg. Stream Flow: DO Sag Pt. (mi. )
IS -3/78 t' I Z. - ?