NC0026611_Wasteload Allocation_19860801

NPDES DOCUMENT :MCANNINO COVER SHEET
NC0026611
Morehead City WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 1, 1986
'This document its printed on reuoae paper - ignore any
content on the reYerse nide

Engineer
Date Rec.
NPDES WASTE LOAD ALLOCATION
paxas �6 ,a94a
Facility Name: 7e34/// Dl� iifew.e77/6 '� �Tfl STP ate .7-o7/-�i
Existing
Proposed 0 Permit No.: 41C00,?46ff
4. 1,7
Design Capacity (MGD): 5.4- Industrial (% of Flow):
Receiving Stream:
C,4L/e4 efIeK
Pipe No.:
hat
County:
Domestic (% of Flow) :
/dd
Class: sC Sub -Basin: aS-03
Reference USGS Quad: 342 / ktl (Please attach)
Requestor:
Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 2 7 " Drainage Area (mi2): Avg. Streamflow (cfs):
7Q10 (cfs) 0 Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
K1 (base e, per day):
Slope (fpm)
K2 (base e. Der day):
Effluent
Characteristics
Monthly
Average
Comments
BOOS Cfrtili )
-50
Do (9fA)
5
.
T55 C"i(t)
30
Pl�C0lr rn (#/a0
,
86
1 (a
Or
R
Coation
Prepared By:
W
ci-6n O
ation O
0
Comments:
5✓rti n.44
cJ•n
Effluent
Characteristics
Yonthly
l.verage
410 arv9 .
_ eats
8005 (Art.)
0741
30 ,
N H3 ("'9L)
/q
?55 C M,5)
30
30
��D60/40,,C
oo
R6
86
ingG)
5
5-
, ,f- (5u)
6.8 -g,
5
6.8. -8.5
Reviewed By:
Date:
oc)// 4-4
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Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
TOWN OF MOREHEAD
DOMESTIC
E/P
CALICO CREEK
SC
030503
CARTERET
WILMINGTON
BRIDGES
2/25/86
I32NW
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
(mgd) :
(mg/1) :
(mg/1) :
(mg/1) :
(mg/1) :
(#/100m1) :
(SU) :
CITY
Drainage Area
Summer 7Q10
Winter 7Q10
Average Flow
RECOMMENDED EFFLUENT LIMITS
S/W SUMMER WINTER
1.7 3.4 3.4
30 24 30
- 19 -
5 5 5
30 30 30
86 86 86
6.8-8.5 6.8-8.5 6.8-8.5
COMMENTS
Request No. :2940
_C%, (N)
.111L 17 198E
WILMINGTON REGIONAL OFEItE
DEM
(sq mi)
(cfs) :
(cfs) :
(cfs) :
(.+111 v � D.
JUL 18 1986
PERMITS & ENGINEERING
FECAL COLIFORM LIMITS CALCULATED FROM PREVIOUS TOTAL COLIFORM LIMITS.
BOD LIMITS CALCULATED WITH SUPERPOSITION ANALYSIS OF 1981 DYE STUDY.
Recommended by
Reviewed by:
Tech. Support Supervisor
fi4Regional Supervisor
Permits & Engineering
Date
Date _`______
Date 7//
Date