NC0031577_WASTELOAD ALLOCATION_19811110

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NCO031577
White Oak Estates WWTP
Document Type:
Permit Issuance
Easteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
November 10, 1981
This aocsument is printea on reuse paper - ignore and
oont WMt on the reQerBe side

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Facility Name:
Existing
Proposed
NPDES WASTE LOAD
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=� Date:
Permit No.: A16760 15 77 Pipe No.: Oo County: 0.usLo(.4j
Design Capacity (MGD):e2 1 Industrial (% of Flow):
Receiving Stream:Aloty7mEiQST aEEK Class
Domestic (% of Flow): /0 0
C Sub -Basin: WOW 04Z
Reference USGS Quad: LLym (Please attach) Requestor: ES To on/ O Regional Office /LM1✓G71PAJ
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:/ �L,?C Drainage Area MI Avg. Streamflow:.
7Q10: �1 _ oL� Winter 7Q10: — 30Q2:
Location of D.O.minimum (miles below outfall): — Slope:
Velocity (fps): Or _7 S K1 (base e, per day, 200C): �' y �J K2 (base e, per day, 200C):
Effluent
'Characteristics
Monthly
Average
Comments
SAID 5
30 r9
T-_-�5
7�
FCCJ CO /i
l000 I
//
v?'
-
I_
Effluent I Monthly i
Characteristics Average I Comments
Original Allocation
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
ICI Zpared By: {L(/(iJ Reviewed By: Date:
CdOOd ell Tr = O• ®B Mc0 PROPosE EXP.4NS/o.t/ �o /.ZiNNIi'�

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Form *#4)al
WASTE LOAD ALLOCATION APPROVAL FORM
#191
Facility Name: Mercer Environmental Corp. - White Oak Esta
County: Onslow Sub -basin: 03-
Regional Office: Wilmington Requestor: Pres
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: Northeast Creek Class: SC
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 1.4 cfs
30Q2 flow at point of discharge: -
Natural stream drainage area at discharge point: 62 sq mi p
Recommended Effluent Limitations
The following limits are monthly averages. Parameters used to develop
the allocation are included on the attached form. These limits were
approved in July 1981 for a waste flow of 0.08 MGD.
Qw = 0.12 MGD
BOD5 = 30mg/1
TSS = 30 mg/1
Fecal Coliform = 1000/100 ml
pH = 6-9 Su
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 increased waste
Head, Techncial Services Branch
Reviewed by:
Regional Su,.
Permits Man,
Approved by:
Division Di
fl w.
Date:
Date:
Date: /l j /
Date: E62
Date: 4� % U