NC0020401_Wasteload Allocation_19831114

KPDES DOCUNENT SCAMMIM i COVER SHEET
NPDES Permit: NC0020401
Hickory - Northeast WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: November 14, 1983
This ae4ruanteatt is par-iantea oan :-,enema pmpftar — lapmawa stag
conzteaM.t oars the ar'e"Wearse siaft

.A
L
Facility Name:
Existing
Proposed Q
NPDES WASTE LOAD ALLOCATION
_.1- r \ r '1.n
Engineer Date Rec. #
Date:
Permit No.: O�CQO��G �Q ( Pipe No.: County: _, dw li�t-_Jd",
Design Capacity (MGD): S-
Industrial (% of Flow):
Domestic (% of Flow):
/10 Q �
Receiving Stream: 6I Lac—'" 1AC_44,
Class • �`���
Sub -Basin • O ? - Z
Reference USGS Quad:
(Please attach) Requestor: 5�-/� _ 1C,�, ^_gam
Office
(Guideline limitations, if applicable, are
to be listed on the back of this form.)
Design Temp.: `f
7Q10:
Drainage Area:
Winter NO:
1 Avg. Streamflow•.
30Q2:
Location of D.O.minimum (miles below outfall): )
Velocity (fps) : S- 13 K Zy
1 (base e, per day, 2-E�) •
Slope: -
2 (base a y
R , per day,
200C) 31
Effluent
Characteristics
Monthly
Average
Comments
N
�.©.
1.
Effluent Monthly
Characteristics Average Comments
Original Allocation,,
yRevised Allocation Date(s) of Revision(s)
Confirmation (Please attach previous allocation)
ti
Prepared By: e ? Reviewed B Xatv'y•ti' Date:

REQUEST N-7/7
*V �**�*�***,** WASTELOAD ALLOCATION APPROVAL FORM
A.
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : ^8 CFS
8RAI`AGE AREA
1 HICKORY NE WWTP
� DOMESTIC
� CATAWBA
� MQORESVILLE
� FALLING CREEK
W7Q1O :
t 5 SQ~MI^
REQUESTUR : DAVE ADKINS
SUBBASIN : 030832
CFS 3002 CFS
STREAM CLASS 411
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MGD)
DISCHARGE
TO CREEK ,2 MILES
BOD-5
(MG/L) t
SoM
UPSTREAM OF
LAKE HICKORY
NH3-N
(MG/L)
?i 55
(A-II,B),
PREVIOUSLY
D O^
(MG/L) |
5
CONSIDERED
AS DISCHARGING
PH
(SU)
6-9
DIRECTLY TO
LAKE,,
FECAL COLIFORM
(/100ML);
200
TSS
(MG/L)
30
�/
FACILITY IS : PROPOSED EXISTING (~ > NEW ( )
LIMITS ARE t REVISION ^^ ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
�� �� �� �� U �1 �� ��
K� �� �� �� U � �� ��
PERMITS MANAGER
/'OV O�O3
.�-.
WATER RALYTY SLOW
/
�-AL -DATE QQQ3
�-- --DATE

tZ,3oo
f
13Z Cz®i
W L-A A- X— c a � t.
W t, ALJ • t. .. y� -d / e I t ��
Cw.� ��. Y ^sue t .• gx.a� _ << ` er-'- 4c, cue f U ,,,R o d c'e, < �8 O i c-Q.4 Y_ i
U 1 t-
14
N�
22.6��D

DISCAARGER
NAME OF LAKE
`DEPTH
WIDTH
FRESHWATER INFLOW
^WASTEWATER FLOW
ULT. BOD OF WASTE
MAX TIDAL VELOCITY
CROSS-SECTION AREA
ADVECTIVE VEL^
DISPERSION
K1
K2
: HICKORY NE WWTP
! HICKORY
� 24^60 FEET
� 500^00 FEET
� O,8O CFS
� 5^OO MGD
� 94^00 MG/L
� O^OO KNOTS
:12300,00 SQ^FT.
� 0^01 MI/DAY
� 0^05 SQ.MI~/DAY
� 0,30 PER DAY
� 0^31 PER DAY
BOD AT OUTFALL = 3^96108059023 MG/L,
D~O^ AT OUTFALL = 5^07169411617 MG/L
MILEPOINT
O^O0
MILEPOINT
UPSTREAM BOD
3^96
UPSTREAM D.O.
5^O7
DOWNSTREAM BOD DOWNSTREAM DO
3^96
3^14
2,48
1^96
1,55
1,23
0.97
5.07
5^1O
5^2O
5^34
5^51
5,67
5,84
THE WASTELOAD ALLOCATION FOR HICKORY NE WWTP IS 94 MG/L