NC0028827_Wasteload Allocation_19860716

NPDES DOCUMENT SCANNING COVER SHEET
NC0028827
Snug Harbor WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload
Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Other [rating sheet]
Speculative Limits
Instream Assessment (67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
July 16, 1986
- This document is printed on reuse paper - ignore any
content on the reverse side

NPDES WASTE LOAD ALLOCATION
Facility Name: %71' 54/L O E S' S/I (-L6r /, 8
Existing 0
Proposed 0
Permit No .: f4 c 28 $ .--.7 Pipe No . :
Engineer
Date Rec.
60(
Date S/2/a6
County: C A k TC`�e.L
Design Capacity (MGD) : C9,U20 ,Industrial (% of Flow) : -- O -- Domestic (% of Flow) : (O c.
Receiving Stream: 54L755 C=,,r Class:
Sc
Sub -Basin: 03 —en . -
It -
Reference USGS Quad: /I .3.3 NW (Please attach) Requestor: 5.4A") SP-17)6;es Regional Office W4e0
1 c' /C7 4-Y - t iwe(ad,'#1 ; 1.4t„ ? 6w,1r
(Guideline limitations, if applicable, are to be listed on the back of this form.) '1
Design Zbmp.:
7Q10 (cfs)
Drainage Area (mi2). a RP
Winter 7Q10 (cfs) n
Location of D.O. minimum (miles below outfall):
Velocity (fps):
Avg. Streamflow (cfs):
30Q2 (cfs)
Slope (fpm)
Kl (base e, per day): K2 (base e. per day):
Effluent
Characteristics
Monthly
Average
Comments
DQ5 ( I)
JO
7 ke diAA.41,1
,
00 (
5
' e.eetil ,t t: ,to
`"SS (tin I)
i(Ait_ to ?)M
. (NA L (/00 1441)
4
444 6A ►kii
l ()
1 DI - 4(1.5
dnas-rto (Au cc. . vns
Effluent
Characteristics
Reviewed By:
:"onthly
l .verage
L-8V
Comments
/2/i

-7-
,
=
Request No. :3110
--------------------- WA8TELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
THE SAILORS' SNUG
DOMESTIC
EXISTING
SALTERS CREEK
Sc
030504
CARTERET
WIRO
SAM BRIDGES
6/25/86
H33NW
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
PH
:
(mgd):
(mg/l):
(mg/1):
(mg/l):
(mg/l):
(#/100ml):
(SU):
:
:
:
HARBOR
Drainage Area (sq mi) :
Summer 7010 (cfs) :
Winter 7010 (cfs) :
Average Flow (cfs) :
RECOMMENDED EFFLUENT LIMITS
0.02
30
-1
30
14
6.8-8.5
'
2.16
0.
0.
JUL 1 }986
VA[M]NGTON REG\ONKL OpRC[
DE&8
- -- ----- COMMENTS ---- ---------
THE STRICTER FECAL LIMITS ARE TO PROTECT THE SA WATERS DOWNSTREAM
IN NELSON BAY.
Recommended by
Reviewed by:
Tech. Support
m��'Regional
�v` '
Supervisor
Supervisor
Permits & Engineering
/°
Date ��
Date
Date
Date
/

(,f
W025- /Z.
o3,0
71 NiCU.IM 2 coto
6w= 0.0,27 attActi "sr
r-aata o(9-ivit.ced „/14-tta CL,e,C0_212
(>; /Cg/J
moo �f
.4/144.1\- (A4-d'60
1 6iC; e00
uK9
Ew.B1 DO
-wKtottf� �r,J
u0✓J ,LbFUrnc,,tr
yytC�r1� 4tcC 01-e
Eodorze/5-4}-crn
15a
,e,e44O949Die-ian Ail
0
2 ritc 1,e
0m9 c(
. o5 /pf

..
DI�ElH.tl R "
NAME OF ESTUARY
DEPTH
WIDTH
VOLUME
FRESHWATER INFLOW
WASTEWATER FLOW
ULT, BOD OF WASTE
MAX TIDAL VELOCITY
CROSS—SECTION AREA
ADVECTIVE VEL,
DI8PERSION
K1
K2
°
^
In
. o~ ^
,, ..
OS THE SAI�k'`SINUG HARBOR
SALTERS CREEK
4.00 FEET
4OO.00
4.224Ef0O6
0.0O
0.02
2163^O0
0^03
16O0^O0
O.00
0^O5
O^59
O^5O
FEET
CUBIC FEET
CFS
MGD
MG/L
KNOTS
SQ^FT^
MI/DAY
8Q^MI^/DAY
PER DAY
PER DAY
BOD AT OUTFALL = .99297575305 MG/L.
D^O^ AT OUTFALL =
MILEPOINT
0~0O
5^08994823962 MG/L
UPSTREAM BOD UPSTREAM D^O+
MILEPOINT DOWNSTREAM
0^0O
O^1O
O^20
O^30
0^40
O°50
1^99
5^O9
BOD DOWNSTREAM DO
1^99
1,41
1^00
0,71
0.50
0.36
5^09
5.14
5^25
5.38
5^52
5.64
THE W#8TELOAD ALLOCATION FOR THE SAILORS' SNUG HARBOR IS 2163 MG/L