HomeMy WebLinkAboutNC0005126_Wasteload Allocation_19820129NPDES DOCIMENT SCANNING: COVER :SHEET
NPDES Permit:
NC0005126
Harmony Rendering Plant
Document Type:
Permit Issuance
41;teload Allocation`
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
January 29, 1982
This document is printed on reuse paper - iiore a.ny
content on the reYerse side
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Facility Name:
Existing
Proposed
l NPDES WASTE LOAD ALLOCATION
/ /5 95 — /-f inanIy
Permit No :
if1/e019 e2S7Z
Date: /! 2, in
Pipe No.: County:
Design Capacity (MGD): f' 7 Industrial (% of Flow): /00 Domestic (% of Flow): 0
Receiving Stream: i4 ,,/hia &'ee/('
Reference USGS Quad: (Please attach)
Class: A" Sub -Basin: O3 - 27-o6
Requester. 2'�%/ry`'� Rem Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: oZ� `'C- Drainage Area: It,. , al; Avg. Streamflow:
7Q10: 3 7. Q.1 A. Winter 7Q10 • 30Q2:
Location of D.O.minimum (miles below outfall): Slope. A 14 /ni,
Velocity (fps) : C. 1 .2`1 K1 (base e, per day, 20°C) : 4. 44& K2 (base e, per day, 20°C) • I, 9
cn
c.�
a—
Effluent
Characteristics
Monthly
Average
Max.
H v ,
Comments
5605
a98
5q5
65/da.. — I3PT
—(3P1
NHA-N4'
1.3
y5 11315/Jcu,_
T55
3C6g
735 1Wcir.,(�
-- 6PT
0, F 9 �c�.s
1-75
35o
/A.Q - 6P 1
sit),I
(-9 s,,
- bar
tN
j`
rc^ii l nti1".
1c0/I/ Qon-J —t3PJ
*- jJoiE • NH3- N 1im
Original Allocation
Revised Allocat
ion
Ld_1
AZb ply /A„:
epared By:
Effluent •
Characteristics
Monthly
Average
Comments
clitca 36/ 641J h o 1; m;(yr%
Date(s) of Revision(s)
(Please attach previous allocation)
Jfcrh1r SJ -Ul Reviewed By:
NH3 - N -_
Date:
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics(tvi*
n�.x �,i3
AvghasegEFieComments
:aily
-ROb
.195 a`'
Z°t.g1
, (o3q)( ")%. rroX (-ii)(4`)_ Avar
`13 rth
3 t 8 4-
69.40 L ,., (ozi)(") ' Aar
1--5 S
Oil + Came_
.3 ca '46
17.1- a
.tA 04.) L ?lay 16•1.) La) , AvIr
414 Als 14
Z4S4
1 Z3' 6
ow Le, alk, 34), 19144.1!
14
"
f
• recital c01,1L
40 O//oo"4
r
roc,
ArozaA
ay% a
.et4
n
i ly, jq 7 7 Po
i ,- as3(fL on
c,
tc
S rt.). ritYnt .
P
ttlinn
r4
15 ei ci."
rli
Type of Product Produced
i Lbs/Day Produced
Effluent Guideline Reference
eedelive,m/ �/�n air
�`
I17so,.000 /j,4 y
40ePi2 43 Z. Jo 2 +-.1a3
S
czyzAlcyN mcuo ePT Xylas
-turn- *
zoos 0(78 ibs/dc&s
N ti3 iloshAQ-it
9a Ibs/do.�
lbs/clot
B ob
u"
x h 7 YY Q 8031
3 x 1 rii /1 6 003
c6ci..)a 60
ram. o -or
-his
= 10 3 rc 3/
V 1
8, 7 m?/
t3oflu artcdrs = > :1 0
) 03 M o r /t
C).Niain CIAll or%
NHS -N
FCtm #001
#367
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Holly Farms -Harmony
County: iredell Sub -basin:
Regional Office: Mooresville Requestor:
Type of Wastewater: Industrial 100
Domestic
03-07-06
Dave Adkins
If industrial, specify type(s) of industry:
Receiving stream: Hunting Creek
Class: A -II
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 37.8 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 164.3 mi2
Monthly Avg.
Recommended Effluent Limitations
Max. Daily Avg.
Qw = 1.7 MGD
BOD5 = 298 lbs/day
*NH3-N - 123 lbs/day
TSS = 368 lbs/day
Oil & Grease = 175 lbs/day
pH = 6-9 S.U.
Fecal Coli =
*NH3-N limit applies after June 30,
Note: limits have been revised due
increased production number.
595 lbs/day
245 lbs/day
735 lbs/day
350 lbs/day
400/100 m1
1984; no limit on NH3-N until then
to changes in guidelines and
This allocation is: / /
/ /
/X/
Recommended and reviewed by:
Head, Techncial Services
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
for a proposed facility
for a new (existing) facility
a revision of existing limitations See 4'kove in6tr
a confirmation of existing limitations
QJ2 k t, U m _ �,/;
Bran h
Date: l -4- Y
Date: 2I/0/12-
Date: