NC0037176_wasteload allocation_19820310

NPDES WASTE LOAD ALLOCATION
Facilit\j Name. r�.l b%v /�(S
Date: � 13 -'eI
C
c Existing 3 ? (,
� Permit No.: �Q Pipe No. Q 0 � County:s��
o Proposed
Design Capacity (MGD): Q . 0 0 �0 Industrial (% of Flow): Domestic (% of Flow): /'d _
Receiving Stream: 1 e� 1��'`fkwe c1 Class • �-- Sub -Basin • 3
a Reference USGS Quad: (Please attach) Requestor: Office
a _
-- (Guideline limitations, if applicable, are to be listed on they back of this farm.)
Design Temp.: ,^. C.
Drainage Area: _ Q0
P14 ��, Z" Avg. Streamf low :
7Q10:
Winter 7Q10:
"'"" 30Q2:
Location of D.O.minimum (miles
below outfall) : C'�
Slope:. _717,,��
Velocity (fps) : �f _�
_ Kl (base e, per day, 200C) :
_` _Q 3-- K2 (base e, per day, 200C)
EN
Effluent
Characteristics
Monthly
Average
Comments
SS
0
Cr' ' O - w
oo6 rt
F
Effluent Monthly
Characteristics Avera a Comments
;K
Q Date(s) of Revision(s)
c� (Please attach previous allocation)
Zepared
P By: f' t��= `4+ 't Reviewed By : AV_ Date •1,0A2—
AAe?
Original Allocation
Revised Allocation

Form #001
WASTE LOAD ALLOCATION APPROVAL FORM
#225
Facility Name: Ruth Originals
County: Henderson Sub -basin: 04-03-02
Regional Office: -Asheville Requestor: D. Adkins
Type of Wastewater: Industrial %
Domestic 100 %
If industrial, specify type(s) of industry:
Receiving stream: Allen Branch Class: C
Other stream(s) affected: Classi
7Q10 flow at point of discharge: 0.2 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 0.7 mi
Recommended Effluent Limitations
Qw = 0.006 MGD
BOD5 = 30 mg/1
TSS 30 mg/l
Fecal Coliform = 1000/100 ml
pH = 6-9 S.U.
This allocation is: / /
/ /
Recommended and reviewed,)y:
Head, Techncial
Reviewed by:
Regiona Supery
Permits Manager
Approved by:
Division Direct
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations see attached memo
Services Br
Date: .2- 10-GA
Date:. �
Date: 3
Date: ,j 2 J'2 ,
Date: / SYA-Z

b
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 9, 1982
TO: .Dave Adkins
FROM: Mark Lewis
SUBJECT. i�aesallocation
Ru t. � ,
NC06 l!u
According to the present permit conditions, Ruth Originals has no pia
limit. Though the waste flow warrant a pti limit, this facility into cr.s
with two other dischargers (Ramada Inn and 'Holiday Inn). Because oi.' :.. r'
interaction, the three dischargers were combined for modeling purpc:
Combining the waste flows of these faci_LLies dictates the necessity
a pit limitation
If you have any questions, please call.
ML:cs