NC0026611_Wasteload Allocation_19820426

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0026611
Morehead City WWTP
Document Type:
Permit Issuance
(iste1oad
Allocation -,
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 26, 1982
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Facility Name. Flu /b re Iliad Ci :Tien
NPDES WASTE LOAD ALLOCATION
r1 1Je.A)% P
Date •
Existing Permit No • Iv e D U -C^ 6 l l Pipe No.: �" / County: l rylece f
Proposed ^ �
Design Capacity (MGD): i, 1 Industrial (% of Flow): C) Domestic (% of Flow): 7-69U
l � L Ye 1(-- Class: J C- Sub -Basin:
Receiving Stream: � C• �-
Reference USGS Quad:
(Please attach) Requestor:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
r
Regional Office c
Design Temp.: Drainage Area: Avg. Streamflow:
7Q10: Winter 7Q10: 30Q2•
Location of D.O.minimum (miles below outfall): Slope•-. -
Velocity (fps): K1 (base e, per day, 20°C)• K2 (base e, per day, 20°C):
Effluent
Characteristics
Monthly
Average►r�g�
Comments
�oD5
Cif
'T55
Do
5
T61 O to 1, {O2A1
'13o / D
o S
Original Allocation
Revised Allocation
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By: AA/" Date:

Form #001
#205
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name:
County: Carteret
Regional Office: Wilmington
Type of Wastewater: Industrial
Domestic
Morehead City WWTP 201 Farilityy
Sub -basin: WOK03
Requestor: Chuck Wakild
0
a
If industrial, specify type(s) of industry:
Receiving stream: Calico Creek
Other stream(s) affected:
7Q10 flow at point of discharge: 0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
Class: SC
Class:
Recommended Effluent Limitations
These revised limits are based on data collected during
an intensive survey of Calico Creek conducted in August
and September of 1981.
Qw = 1.12 MGD
BOD5 = 30 mg/1
DO = 5 mg/1
TSS = 30 mg/1
Total Coli* = 660/100 ml
Qw = 1.7 MGD (with the addition
Newport)
BOD5 = 30 mg/1
TSS = 30 mg/1
DO = 5 mg/1
Total Coli.*= 430/100 ml
*Calculated to protect 70/100 ml in downstream SA waters.
of
This allocation is:
/ /
Recommended and reviewed by:
Head, T
Reviewed by:
Regiona
Permits
Approved by:
Divisio
chncial Services
Superver
Manager
Director
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
/7,140
Branch Date: //
/4/
Date: / / Z �
dL*
41, e /111_1
Date:
Date:
Date:
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