NC0001899_wasteload allocation_19850715

H
8
a
aH
a
P
NPDES WASTE LOAD ALLOCATION
Facility Name: f%//ied &Fapra -kW
Existing a -
Proposed O
Permit No.:
NCoco1 sfq
Engineer
Date Rec.
#
ro <
ao sl
Date
Pipe No.: aoi i 00.3 County: CLt a 111AAt
Design Capacity (MGD) : () , ;1 y 4/ Industrial (.% of Flow) : Domestic (% of Flow) :
Receiving Stream:
ur MA& g c)
Reference USGS Quad: g22 5
Class : C_ Sub -Basin: 0 3 0 (0 0 7-
(Please attach) Requestor: eh(' Q (a 5 4 Regional Office. _7&,Iety2
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Imp.:
(PS (6)
Drainage Area (mil) : / io Q (6) Avg. Streamflow (cfs) :
7Q10 (cfs) 7 ?• (8) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps): Kl (base e, per day):
Slope (fpm)
K2 (base e, per day):
UT lam Ptvotc
Effluent
Characteristics
Monthly '
Average
Comments
e0D5 ( &)
ii (5) 3Cam)
et) DOW)
N 5 (1"64
1 (5) a C w)
530. n+arnity 41
DO ('"nri.)
(4)
,
4810 dank 'n
Of (5u)
G -'1
,
oil i 6reasc C -14)
,feed colt:+'r.Uoa)
1000
ao moM'1,11 aw
?/55 ` 4A
,
, 2-31
ac. gaily MAN%
Origi al .1'locatio
ation O
ation 0
Prepared By:
atA1 ► u`�1
6-8Y
Effluent s
Characteristics
i'onthly jqt
Lverage(i.
'
Comments
. /3(ZC*41)
35c10041q)
a0 op 11.4.2,71
T4 ) C1/4)
In (6)
P000A vo ►,-.Q
`P55 eg /1)
036/ N34)
, LDD (*ion
,53$2 (q:qo'
o i l 4 gvezC#/1)
ao (3o)
, ,
• eh (5u)
Co_/
- ,
Comments : e► etrq' ' C : -r -.- «15tan' - 51.'4"t i1 hp} st.. rt
CadlS•.t -k rnP'efla h,to1
of -j n rccelv.+' rtam 4o e L S) 2.8" C cJzov-e. 6mcks %-p,.rdr
ar4l ►n No C as+�- (4►sc i 4- 40 ticc_a to 3 2°
Reviewed By:

Reo//est No. 2081
Facility Name
Type Of Waste
Receivina Stream
Stream Class
Subbasin
County
Regjonal Office
Reouestor
Drainale Area (so mi)
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
WASTELOAD AiLOCATIDN APPROVAL FORM
I AL!'IFD CORPORATION 000003
I DOM/IND
I UT HAW R
1 (11
1 030607
I CHATHAM
I RALEIGH
I B7LL MILLS
� O
�
�
----------------d°=.AAwV J-0 0-r A5,A .4 e dy ya
��-trn*w, w)`n4tv- rhm',Avn Jo`(M���
Wasteflow (mgd) ^244 .244 .244 4244
5-Day BOD (mA/l) 4 8 359 #/D 6440/1)
Ammonia Nitr/pwep Qg/l): 1 2 -
Dissolved Oxygen (mg/l): 6 6 - -
PH (SU) 1 6-9 6-9 6-9 6-9
Fecal Coliform (/100ml): 1000 1000 1000 1000
TSS W/l) 1. 239 / 239 239 437
----------------------------- COMMFNTS - ----------
COD(#/D):5382 MONTHLY AVG 9890 DAILY MAX
OIL AND GREASE(#/D): ?O MONTHLY AVG 30 DAILY MAX
TEMPI THE DISCHARGE SHALL NOT CAUSE THE TEMPFRATURF OF THE
RECEIVING STREAM TO EXCEED 2,8 C ABOVE BACKGROUND AND IN
NO CASE CAUSE IT TO EXCEED 32 C
FACILITY IS t PROPOSFD ( FXISTING ( °�l NFW ( )
LIMITS ARE 1 REVISION ( 4 CONFIRMATJON ( ) OF THOSF PRFVTOUS|Y ISSUED
RECOMMENDED BY!
REVIEWED BY:
SUPERVISOR, TECH. SUPPORT
REGIONAL SUPERVISOR
PERMITS MANAGER
/I,_ /V/ .
�le
^
^
' --
R.,11�__
1 )0(4:
/
'-DATF:
-
4/4-5/`­��"�"7
-DATF :...... ----
QATF ,M
/
'
-'DATF I. -

j//65
--/e.0.mdf
• '15 ---t-0 4c: ,),..--ir,..r. n . ,,,,,,,,....v, .,..„ ,,,,st..0
'kS. ckc t s .e ..E� , C l.t.`1-a-A. ce..s. t. C 5 ..,an W-,rt ,ae l CLA
L . : IL

zso 0 00 5 p�

a-,11Ct-ea a75 o^
-76-N € 13 7
/Izo
o 14 JJ�-,o . � a.C-€o
-7 At (.3 t 2 Wa uJ, A4 v`e
go,/t / c /01 lire c 4-
6114,047 T. 4ktAAv
fiteA)/ C- 4" u)
G/IC. w� � . )
JD � (P.roJ 57W
12-0 Si & ,I,A,Or2 5a dO 12-e
eoc S
1A.): 11 0 k2-77 ia-ef gouik,
/LA)
William L. Boyer
Supervisor - Environmpr,tal_
Ind. Hygiene
Moncure Plant
Allied Corporation
Fibers Division
P.O. Box 166
Moncure, North Carolina 27559
Telephone [phone]

J•
<=r-- Cam F'Qan rn Hr
1.104 ! r) Coji 1f na F
no % Goc4-¢ r-
itoa'n -o
hit,Cfmav, p,.o - ?it'd =-O
CProeo se.. (JA I . citi
OA Wi ley
Ilmitt 13. Oh.
0014 003
fi -4v,f ®.1 s et m it
10 s o
40 -
n
—9e5t ! a--
-) /0 Pi- 0 0,,) 1� ` �' �
-t-qo o - 16 o
i 160 {— k ii—CtAst) R

State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor S. Thomas Rhodes, Secretary
June 18, 1985
William Boyer
Supervisor -Environmental and Ind. Hygiene
Allied Corporation
P.O. Box 166
Moncure, North Carolina 27559
Dear Mr. Boyer,
I have recalculated effluent limitation for Allied's wastewater
discharge to a tributary to the Haw River. As I mentioned to you on
the phone last Thursday, the minimal stream velocity has resulted in
tighter limits that previously predicted. The attached summary page
explains the parameters used in the wasteload model.
You or your staff are invited to conduct stream studies to support
or refute these empirically derived parameters. We will review any new
information you can provide.
Arthur Mouberry will be in touch with you about your NPDES permit.
If you have any questions about the wasteload analysis, please give me
a call.
Sincerely,
MK:m1t
cc: Arthur Mouberry
Steve Tedder
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer

Explanation of Limits
for Allied Corporation, Chatham Co.
Allied Corporation discharges their industrial and domestic waste
water to an unnamed tributary to the Haw River. At the discharge site,
the tributary is essentially a dry ditch, carrying only waste and rain
water. Approximately 0.2 miles below the outfall, the ditch joins
another channel. At this point the stream becomes wider and deeper.
There is no appreciable velocity in the stream, and it acts as a back-
water of the Haw River. The backwater channel runs for about 500 feet
before joining with the Haw River.
The wasteload allocation model was adjusted to account for the
observed characteristics of Allied's receiving stream. The first reach
was 0.2 miles long, with a slope of 40.6 ft/m, a depth of 0.26 ft and a'
velocity of 0.4 fps. The depth and velocity parameters were calculated
with standard regression equations. The second reach was 0.1 miles long.
It was assigned a slope of 17 ft/m, a velocity of 0.01 fps and a depth of
5 ft. The velocity and depth parameters were estimated from visual exam-
ination during a site visit. The third reach was the Haw River.
A wasteflow of 0.244 mgd was simulated in this system during 7 day
10 year low flows. No natural flow was in the creek above the discharge.
The effluent DO was assumed to be 6 mg/1. The model showed that the
stream could assimilate only 12 mg/1 of ultimate BOD and still maintain
dissolved oxygen concentrations above the 5 mg/1 standard. The DO
minimum was at milepoint 0.3 at the mouth of the tributary. In reality,
since the mouth is highly influenced by the Haw River, the actual sag is
probably somewhat upstream in the channel.
The ultimate BOD was divided into BOD5 and NH3 using the equation:
ultimate BOD = 2.0 (BOD5) + 4.5 (NH3)
limits of 4 and 1 give an ultimate BOD of 12.5 mg/1 and are therefore
appropriate.

R2
R3
5 1/1 Sr 7L• //3
/S�
LJ t up t7-c U % ,4 R
u )h c_I ALP c Q / ✓r-b 7f191'117`7�_(
grA4.0 710 ILL _ 76o' / cam... _ l
dL€p
p4)
(it) a v-e
s „0., t _.
Soo je . "4C
con f u i t- .tJ R. L cyt
pi- , 7L 642,ft, c0/7 f4'fn,
/ spa cc) Pam' 5rh
G�zct.Q-�Jf.C.e7� �c�� a .� Gc, c a�-�` C �la►hs�
7Le_ ee i_; G�i ol�i-k-.z--e /0/Lie4
ve_vc .n 'f L-t rn.04
sl o pe - 40 ir%
v e, 0 rno % l.li.417 a
Slope = I v!i},
v = O,or 'yrs5 .0-
-
51 z-I
upsf fioW y7, 5
Z
0-1
ta"%i 0 / +mop
6oD2 o 8
to 1+3 x y. 5 y. 5
12, 5
oil,

*** MOT,TEI, SUMMARY DATA :icy*
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
.
ALLIED
UT HAW R
0 C I= S
26 DEGREES C.
.911DF;AC3r f 030407
STREAM CI ASS: C
WINTER 7111.0 . CFS
WASTEFE 0W : .244 MGT!
1 L.I NGTH I SLOPE 1 VELOCITY !DEPTH 1 Ki. 1 Ki. 1 K2 ! K2 I Krs 1
'MILES 1 FT/MI 1 FPS 1 FT 1 ,DAY 1 R20 I /DAY R20 1 /FIAY 1
1 1 1 1 1 1 1 I 1
SEGMENT 1. 1 0.201 40.601 0.379 1 0.26 1 1.32 1 1.00 ! 31.561 27.701 0.001
REACH 1. 1 1 1 I 1 I 1 1 1 1
I 1 1 I 1 1 1 1 1 1
SEGMENT 1 ! 0.101 17.001 0.010 ! 5.00 1 0.46 1 0.35 I 0.471 0.411 0.001
REACH 2 1 1 1 1 1 I 1 k 1 1
! 1 1 1 I 1 1 1 1 1
SEGMENT 1 1 3.001 1.001 0.167 14 .37 I 0.47 1 0.75 1 0.47 1 0.41 1 0.001
REACH 3 ! 1 I 1 1 1 1 1 1 1

*** INPUT DATA SUMMARY ***
FLOW | CROD | NBOD ! D.O.
CFS | MG/L | MO/L I MG/L.
----'----------~~~--- - ----------- ======
SEGMENT 1 REACH 1 | | | |
WASTE ( 0^378 | 12^000 | 0.000 f 6°000
HEADWATERS/ 0.000 | 0^000 } 0^000 | 0^000
TRIBUTARY | O^OOO | 0^000 | O^OOO | O^OOO
RUNOFF * | O^OOO 1 0^000 | 0^000 | O~OOO
=========------ ====--- - --------------====
SEGMENT 1 REACH 2 1 | | |
WASTE | O^OOO | 0^000 | 0,000 | 0^000
TRIBUTARY | O^OOO | 0^000 i O^OOO | 0,000
RUNOFF * | 0.000 | 0^000 | 0^000 | 0°000
SEGMENT 1 REACH 3
WASTE
TRIBUTARY
RUNOFF *
O^0OO
47^5OO
O~00O
0°0O0
2°000
O^OOO
*
0^O0O
7.400
O^O0O
- - = - - - - - - - - - - --
0
RUNOFF FLOW IS IN CFS/MILE

^
DISCHARGER
RECEIVING STREAM
********** MODEL RFGULTS **********
tALLIED
:UT HAW R
**********************************************************************
THE END D^O, IS 7^08 MG/L
**********************************************************************
THE END CBOD IS 1.23 MG/L
THE END NBOD IS 0^00 MG/L
**********************************************************************
THE D^O^ MIN~ OF SEGMENT 1 IS 4~92 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0^3
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 12 MG/L OF CBOD
THE WiA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0^244 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MGD
THE WLA FOR SEGMENT 1 REACH 3 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS O MS/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
**********************************************************************

DISCHARGER ALLIED
RECEIVING STREAM UT HAW
t'J a6TEFL0W .244
SEG NO 1 REACH f SEG MI 1 DO 1 CROP 1 NBnri 1 FLOW 1
1 1 1 1 0.001 6.001 12,001 0.001 0.381
1 1 1 1 0.101 6.681 1 1 .751 0.001 0.381
1 1 :1. 1 0.201 7.091 11.501 0.001 0.381
1 1 2 1 0,201 7.091 1 1 .501 0.001 0.381
1 1 2 1 0.301 4.921 8+671 0.001 0.381
1 1 3 1 0,301 7.381 2,051 0.001 47.881
1 ! 3 1 0.401 7.361 2.021 0.001 47.881
1 1 3 1 0.50! 7.341 1.981 0.001 47.881
1 1 3 1 0.601 7.321 1..951 0.001 47.881
1 1 3 1 0.701 7.301 1.921 0.001 47.881
1 1 3 1 0.801 7,291 1.881 0.001 47.881
1 1 3 1 0.901 7.271 1+851 0.001 47.881
1 1 3 1 1.001 7.261 1.821 0.001 47.881
1 1 3 1 1,101 7.241 1,791 0.001 47.881
1 1 3 I 1.201 7.231 1.761 0.001 47.881
1 1 3 1 1.301 7,221 1.731 0.001 47.881
1 1 3 1 1.401 7.201 1.701 0.001 47.881
1 I 3 1 1.501 7.191 1.671 0.001 47,881
1 I 3 1 1.601 7.181 1.64f 0.001 47.881
1 1 3 1 1.701 7.1.71 1.621 0.001 47.881
1 1 3 1 1.801 7.161 1.591 0.001 47,881
1 1 3 1 1.901 7.151 1.561 0.001 47.881
1 1 3 1 2.001 7,1.41 1.541 0.001 47.881
1 1 3 1 2.101 7.141 1 .51 1 0.001 47.881
1 1 3 1 2.201 7.131 1.481 0.001 47.881
1 1 3 1 2.301 7.121 1.461 0.001 47.881
1 1 3 1 2.401 7.121 1.431 0.001 47.881
1 1 3 1 2.501 7.111 1.411 0.001 47.881
1 1 3 1 2.601 7.111 1.391 0.001 47.881
1 1 3 1 2.701 7.101 1.361 0.001 47.881
1 1 3 1 2.801 7.101 1.341 0.001 47.881
1 1 3 1 2.901 7.091 1.321 0.001 47.881
1 1 3 1 3.001 7.091 1..301 0.001 47.881
1 1 3 1 3.101 7.091 1.271 0.001 47.881
1 1 3 1 3.201 7.091 1.251 0.001 47.881
1 1 3 1 3.301 7.081 1.231 0.001 47.881