NC0045993_Correspondence_19891222

NPDES DOCUMENT SCANNING COVER SHEET
NC0045993
Teledyne ALLVAC WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Plan of Action
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
December 22, 1989
Thins document ios printed on reunse paper - ignore any
content an the reveries side

•
•
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr-, Secretary
December 22, 1989
Mr. Thurman Horne, P.E.
Environmental Engineer
Teledyne Allvac
2020 Ashcraft Avenue
P.O. Box 5030
Monroe, North Carolina 28110-0531
Subject: Teledyne Allvac - Monroe Plant
Response to Requested Revised Limits
NPDES Permit No. NC0045993
Union County
Dear Mr. Horne:
R. Paul Wilms
Director
I am writing in response to your inquiries regarding the limits set forth in the
draft NPDES permit for Teledyne Allvac. On November 14, 1989, you met with
members of my staff to discuss the possibility of using a different stream flow
for this facility's wasteload allocation. You emphasized that Teledyne Allvac's
discharge is based on rainfall and does not discharge during low flow condi-
tions. However, North Carolina Administrative Code Section 15 NCAC 2B.0206
(a)(2) states "toxic substance standards to protect aquatic life from chronic
toxicity will be protected using the 7Q10 flow". The use of alternative flow
strategies are not provided for in the case of the discharge of toxic sub-
stances.
During this meeting it also came to light that the United States Geological Sur-
vey (USGS) used a different methodology for estimating the 7Q10 for the City of
Monroe's discharge to Richardson Creek, approximately 2.5 miles downstream of
Teledyne Allvac's discharge. The USGS flow estimates for the location where
Teledyne discharges give a drainage area of 53 square miles with a 7Q10 equal to
0.15 cfs, therefore producing a yield 7Q10 flow estimate of 0.003 cfs runoff per
square mile. The USGS flow estimates for the location where Monroe discharges
give a drainage area of 71.7 square miles with a 7Q10 equal to 0.43 cfs.
Consequently, the 7Q10 yield flow estimate at this location is 0.006 cfs runoff
per square mile. The flow estimates for the USGS station at Monroe's discharge
location were developed from a partial record gaging station downstream of the
treatment plant. Flows measured at this site include the effluent flow from
Monroe's discharge which generates the higher 7Q10 yield. The yield flow on
P.O. Box 27687, Raleigh. North Carolina 276I1-7687 Telephone [phone]
., F.,..,I n.,...,r.,,.,;.,,

Richardson Creek where the Monroe Plant discharges should equal the yield flow
on Richardson Creek where Teledyne Allvac discharges since there are no major
tributaries entering the stream between the two sites. The difference in yield
flows promoted concern that Teledyne Allvac was not being treated equally in the
analysis to develop water quality limits. You felt that Teledyne Allvac's
wasteload allocation should be based on the same yield estimate as the alloca-
tion for the City of Monroe. USGS agreed to comply with your suggestion that
the flow estimates at the Teledyne Allvac discharge location change to reflect
the higher yield estimates at the Monroe discharge. Therefore, the 7Q10 at
Teledyne Allvac's discharge point was changed to 0.32 cfs.
Subsequent discussions between USGS and DEM staff revealed that considerable
uncertainty remains regarding actual 7Q10 conditions in Richardson Creek. In
light of this uncertainty, DEM will proceed to Permit Teledyne's discharge using
a 7Q10 of 0.32 cfs. However, instream flow studies will be required of the com-
pany in order to more accurately establish a design streamflow for use in the
wasteload allocation: Accordingly your NPDES permit limitation will revised as
follows:
Monthly Average Daily Maximum
Wasteflow NA NA
Nickel NA 459.0 ug/1
Fluoride NA 9.4 mg/1
Oil & Grease 10 mg/1 15 mg/1
PH 6-9 SU
Toxicity Test Chronic (19%) Quarterly Test
Monthly effluent monitoring for Copper & Zinc.
The discharge shall not cause the receiving water's temperature to exceed
2.8 degrees Celsius above background and in no case cause it to exceed 32
degrees Celsius.
Instream monitoring for Nickel will be required above and below the outfall
location on Richardson Creek. The upstream monitoring location shall be 100
feet above the discharge outfall (or nearby accessible location) and the
downstream monitoring location shall be at some point upstream of State
Route 1751 (- 0.3 mile below outfall) and below the outfall on Richardson
Creek. The instream measurements shall be taken on a monthly basis during
the winter months (November through May) and weekly during the summer months
(June through October).
A special condition will be included in the permit to read as follows:
Due to the presence of an impoundment structure which has no minimum release
requirement upstream of the permittee's discharge outfall, both the Division
of Environmental Management (DEM) and the USGS Office in North Carolina are
uncertain about actual low flow conditions that partially dictate water

quality in the receiving stream. Therefore, the permitteeshallproceed to
develop a partial flow record at an appropriate location upstream of their
discharge outfall to provide data for verification of low flow statistics.
The permittee shall submit a plan to the Technical Support Branch of DEM for
approval within 90 days of the date of permit issuance detailing the methods
and schedule for flow measurement. The methods shall be consistent with
guidance detailed in the DEM document, "Procedures for Projecting Low Flow
Statistics At An Ungaged Site". Based upon the results of these flow
studies, DEM reserves the right to modify, or revoke and reissue, the sub-
ject NPDES permit to incorporate revised limitations and or monitoring
requirements if deemed necessary to protect the subject water quality in the
receiving stream. (See attached flow study procedures and final draft permit
requirements.)
Given that the impoundment above Teledyne Allvac's discharge location regulates
the flow in Richardson Creek, frequent flow measurements will be needed to accu-
rately characterize low flow conditions. Therefore, it is recommended that your
study plan contain provisions for weekly flow measurements (instantaneous) taken
throughout the summer months (June through October) of 1990. The need for
measurement beyond this tisne'scale shall be.based on the outcome of these ini-
tial measurements.
I hope that this letter adequately addresses your concerns. However, if the
above decisions are unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, Post Office Drawer 11666, Raleigh, North Carolina
27604. Unless such a request is made, this decision is final and binding.
If you have any questions or comments regarding this matter please contact Mr.
Trevor Clements or Mr. Don Safrit from my staff at [phone].
cc:
Trevor Clements
Don Safrit
Central Files
Lula Harris
cerely,
R. Paul s

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REQUEST NO: 8548
SOURCE: NRCD
SITE NO: 1 DATE: 11/30/89
ACTION: EXISTING STREAMFLOW CONDITION:
STATION NUMBER: 0212522222 TYPE STATION: 20
STATION NAME: RICHARDSON C AT SCLRR AT MONROE, NC
LOCATION: AT SCLRR AND 2.4 MI E OF MONROE. NC
LATITJDE: 345855 LONGITUOE: 803032
COUNTY CODE: 179
QUADRANGLE NUMBER: H16NE
STATE CODE: 37 DISTRICT CODE: 37
HYDROLOGIC UNIT CODE: 03040105 NRCD BASIN COOE: 030714
DRAINAGE AREA: 53.00
AVERAGE FLOW: 45.0 RANGE: 36.0 cfs to 54.0 cfs 20 Percent CB]
7Q10 MIN FLOW: 0.32 RANGE: 0.2 cfs to 0.43 cfs 35 Percent CA]
(SUMMER)
30Q2 MIN FLOW: 1.3
7Q10 MIN FLOW: 0.7
(MINTER)
7Q2 MIN FLOW:
NOTES:
RANGE: 0.8 cfs to 1.6 cfs 35 Percent CA]
RANGE: 0.5 cfs to 0.9 cfs 35 Percent CA]
RANGE: cfs to
cfs Percent C ]
CA] Estimate is based on records collected at or near the site, and the range
indicates approximate interval in which the actual value may lie
C3] Estimate is based entirely on runoff observed at nearby streams and
therefore no degree of reliablity is attached.
CC] Because of the probable degree of inaccuracy of the estimate only
a range is given.
[3] Approximately.
Streamflow Condition Codes CR] Regulated CN] Natural
REMARKS:
THESE DATA REFLECT NATURAL STREAMFLOW CONDITIONS AND DO NOT ACCOUNT
FOR THE EFFECTS OF ANY DIVERSION OR REGULATION THAT MAY BE PRESENT.
HOWEVER, VALUES SUBMITTED COULD BE IN CONSIDERABLE ERROR DUE TO
IMPOUNDMENT UPSTREAM IN LAKE LEE.
Data Index -- Entered by: 3AF
Fee charged: 0.00

'01-TELEDYNE
,ALL\JAC
2020 ASHCRAFT AVENUE
P.O. BOX 5030
MONROE. NORTH CAROLINA 28110-0531
[phone] TWX [phone]
November 21, 1989
Ms. Lula Harris
N.C. Dept. of Environment, Health & Natural Resources
P.O. Box 27687
Raleigh, NC 27611-7687
Subject: Draft NPDES Permit No. NC0045993
Teledyne Allvac — Monroe Plant
Union County
Dear Ms. Harris:
This letter and attachments are a follow—up to our telephone conversations
of the last several days. During our meeting on Tuesday, November 14,
1989, and subsequent to that time, we have obtained additional information
which I believe should be considered. It was very interesting to learn
from Ms. Carla Sanderson that the recent renewal of the City of Monroe's
permit was based on an appreciably higher flow estimate than our draft has
been upon. We recognize that this discharge is downstream of us, but the
distance is not that significant. It is our opinion that it is reasonable
to expect that the same methodology should be used in estimating our
stream flow as was used for Monroe but recognizing that the estimate should
be reduced proportional to our reduced drainage basin.
Based on Ms. Sanderson's information, it is our understanding that
Monroe's waste load allocation was based on an estimated 7Q10 of .006 cfs/
square mile or .43 cfs for their 71.7 square mile drainage area. If we
are to be evaluated with equivalent consideration, it is reasonable to
expect that our estimated 7Q10 should be .32 cfs for our 53 square mile
drainage area (.006 cfs/square mile x 53 square miles).
This would certainly seem to be supported as being at least conservative
based on the attached publication ''Water —Supply Characteristics of North
Carolina Streams by G.C. Goddard, Jr., Geological Survey Water —Supply
Paper 1761." Please note on page 203 that the estimated 7Q10 on
Richardson Creek at site No. 2A1251.81 is .005 cfs/square mile and that
this site is well upstream of our location with a drainage area of only
33.5 square miles.
Further, it is interesting to note the discrepancy between the estimated
7Q10 for site No. 2A1253.1 established in this publication versus the
estimate used in determining our waste load allocation. The estimate used
in our case was .005 cfs/square mile which is considerably less than the
published value of .008 cfs/square mile for the identical location. Why
should there be such a discrepancy when it appears the same flow measure—
ments were utilized?

TELEDYNE ALLVAC
— 2
We ask that you recognize that we are only asking for equal consideration
and that the published data supports the use of a conservative estimate of
.006 cfs/square mile for our location (.32 cfs).
Also, I trust that at our meeting the information (flow reports, etc.)
presented adequately explained that, by the nature of our facilities, we
do not discharge under 7Q10 conditions or for that matter anything close
to drought conditions. In fact, during periods of drought we can not
recycle sufficient water from our ponds to meet our evaporative losses
(evaporation from contact and non —contact cooling of superheated metal)
and must augment our needs with city water.
Therefore, it is not reasonable to base our limitations on a highest
monthly average discharge versus lowest stream flow conditions. If we
must be evaluated based on 7Q10 conditions, then surely we should use a
more realistic discharge flow. We could argue that it is more realistic
to use the minimum monthly average flow since this would be the closest to
representing discharge rates at 7Q10 conditions. We would be content to
use a conservative evaluation using the monthly average flow. Based on the
attached summary, this would be .0492 MGD or .076 cfs.
As noted in the first paragraph of the second page of the director's let—
ter dated October 30, 1989, it is clearly within the discretion of the
Division to use "other established modeling techniques and corresponding
flow criteria for the determination of waste load allocations for toxic
substances...if it can be shown to the satisfaction of the director that
such action provides appropriate protection of aquatic life."
We ask that you consider that the information provided clearly satisfies
this requirement and should allow a more reasonable but still conservative
procedure whereby we are evaluated using an estimated 7Q10 flow of .32 cfs
and an average monthly discharge of .0492 MGD. As such, our limitation
for nickel should be:
Ni = (.32 cfs + .076 cfs) X .088 mq/L Ni = .459 mg/L
.076 cfs
Please review this information with Mr. Overcash, Mr. Stockton, Ms. Sanderson
and any others as appropriate. Please understand that we are not asking
for special treatment as much as we are asking for reasonable and equal
treatment.
Whereas the director's letter requires our official response by the first
of December, we ask that you do everything possible to help us resolve
this matter quickly or, if that is not possible, extend the time we have
been allowed. I am sure that you will agree that it is to everyone's best
interest to resolve this matter without an adjudicatory hearing if this is
at all possible.

TELEDYNE ALLVAC
3
Thank you for the courtesies and consideration extended by you and your
co—workers. I sincerely appreciate your willingness to consider all sides
of this matter.
ncerely,,•
-
j J. Thurman Horne, P.E.
( Environmental Engineer
JTH/aa
Enclosure
c: Don Bailey
Mooresville Regional Office — Water Quality Section

1,
l'4) Water -Supply
Gharacteristic., of
North Carolina Streams
By G. C. GODDARD, JR.
/ d ee.) r -
GEOLOGICAL SURVEY WATER -SUPPLY PA PRR 1761
Prepared in cooperation. with the North
Carolina State Department of i['2iter
Resour ces
UNITED STATES COVF.RNMIENT PRINTINGOFFICE, WASHINGTON t.),

4-
Table 8 .-Ntenitude 11r10 frequency or annual..low Clow of :trawl-0[:nl sltua-Col,tinuad
I nde w
nu.oer
4tI. I )
•
Gaging tilt.
Dretneye
area
(,Q„...
mites)
atoteua
sally
discharge
of(tilerec, d
Pa,. ,
(censecu_
Five
days)
loves, average flow, in cubic tees per second
Dar sever, )n1e, for oedleeled raeurrenee
yeera
E
5
10 i 20 i 40 00
212
Rocky Alwar neer Pooerte will
I37.9
j
j 7
0.195
lot- o(t;r c+oo r..n.noro .n v. m�o.nN NfP m, v..npo
-N•`. �,1/. V--Nam,.._ `NM ._1. -N 4n-7 .f. _ ni, "
0.080
0.060
o.c46
v '$ vN.:°gv°�Sc ,ov Qc�[ Q oi,00$ :u' QQ
v'a v,woaron�.w Gino rT�� v:�i,Q'coV, a.�uT�-S�FI
30
.26A
,103
.076
.058
60
.340
.130
.094
.C72
90
.405
.159
..t7
.099
120
.475
.202
145
.109
165
.625
.250 1 .214
.165
274
.610
.405 .3,5
.250
213
Ma)tterd Crook et Nerr;sburq
4r.2
7
.140
.029 : .015
.007
50
.21;
.049 1 .026
.014
60
.295
.073 1 .0)9
.023
90
.365
.101
' .060
.035
120
.450
.14.9
.0d7
.052
193
.620
.225
.160
.106
27.,
.600
.365
.270
.195
214
Cooalc Creek Meer CC.ncere
57
7
,3113
.119
.(191
,C71
30
.5r0
.149
:5
.089
'
00
.300
.17d
035
.199
90
.440
.207 .162
.129
t20
.510
.250 .191
05.
1113
.day
.520
.260
.2.1
214
.e10
.440
.359
.293
215
Reody Creak et Wacky Wive,.
30,9
7
.216
.053 -
.C30
.014
30
290
.054
.title
,o2e
60
.385
.122
.070111
,
90
.445
.165
.e62
120
.520
.22$
.144
.090
163
.650
.315
.2,0
.170
274
.800
.445
.355
.250
216
Rocky River niter co,,,o-,
1.02
7
.192
.099
,0&
055
30
2,0
.Ii0
.a-.
.067
60
.305
.151
000
.002
90
.355
.154
.120
120
.425
.190
.141
.1.2
189
.550
.250
.179
.15d
274
.710
.355
.285
., 5
217
•218
09ten 8.1lfe:o Cr..M at Mount Pl.esan•
410 bear Creek near 01a1,11eld..
640
55.7
.6
0
7
50
60
q0
120
l83
274
7
50
6o
90
i20
lea
274
.090
.145
.195
.260
.330
.440
.6140
.060
0,8
.100
.25.
.561
.5.0
.772
.c38
.064
.066
_,17
.147
.210
.355
.016
.0)3
.056
.oe3
.121
.215
.381
.022
.034
.052
.072
.090
.11.6
.240
.000
.015
.025
.039
.061
.123
.24.
.014
.023
.033
.045
.059
.100
.00
.004
.007
.012
.0e0
.052
.072
.156
.022
.030
.040
.072
.125
.004
.006
.010
.017
.1,3
.102
.016
.022
.030
.059
.100
.004
.007
.011
.051
.00a
t 220
airhare:0o Creak near wln,y.re
99.2
�
.0',2
`,
.^C9
'1)r�
"
LO;
.
`Qo; 1
3d
.
.c.C,os
.u.e
.Co,
5 .00u
60
.056
•030
.017
.010
.007 .005
90
.122
.041
.023
.014
.009 .00'1
120
.178
.050
.073 .020
.0.3 .0,0
193
.335
005
.058 .057
.024 .0.5
274
.550
.220
.120 .076
.067
.035
221
Rlenerdson Creek near Mnren.: Ilc1i
170
0
7
50
.050
60
.062
90
.095
120
. ,1,2
.=35
irL
.430
.130
.c91 .0(.9
222
keeky River near NOnyo0
1.370
07
y0
.067
0.2
.oC.e
.0558
.05, .025
.01J, .054
.ne5 i e
.0:11 .:
60
.174
.o56
.061 .01,6
.059 • .05:.
90
.69
._1.
.085 . .c.a.,
.051 .0-4
120
. ,
.14.
. 12e .014.072
I .o6t
ts5
.460
.2"
.2o .10
.131 .1.)
274
.4,9
,431
.353 .270
.20 .19J
225
Ott'. brc,.n eetwk nee, •.on
13.3
0
7
30
.002
.00U
1)
o
0 , 0
0 0
0 0
0 0
60
.0.,
.001
0 0
0 0
a)
.'.60
. Gtla
.0006 3
0
120
.Coy
.0044
.002 4
0 _
n.C1
274
.4y
. r29
.0•.,0 .0.7
.00,
`
CHARACTERISTICS OF NORTH CAROLINA STREAMS
''LVQ IIY'II18YUJ

tI
Table ?2.-0troa:aflom eharactcrlatlaa at bean -flow oboervdtlon points- Continued
Oaliy floe,
Mini-ue 7-de, (Ia..
Aveilnole draft. In
In ors per
In Gfs oar sluaro
els per square mile,
Ora ,now
.nroyc
di e<+ary,
mile,
or di[of*d
for in
„Ill, for incicerc7
tor Indicated alarago.
e•;re tepow' square
Sire
n ,64,
0bearve•Ion point
Location
Oeva
square
miles)
(cis per
sa rY
Gu
.si Sal
duration,
In eorsonr
O( tiny
recurrence
intervals,
In yeera
,n pow
wile, at 20-y4be
re -currency Interval
50
90
2
.10
20
1 10
50
100
YAOKIN - ✓:C OEC RIVEN
8ASIN--3onfinued
2)1255.66
Ceder Creek moor
urnerrio
kont9neery Cmenry, in, 55'23'39'. long 90'00'51,".
et bridge 0.4 m:I* above Muth, '.6 el1e2 101,th
5.32
I.',
0.95
0.24
0.22
0.049
0.02.5
0.07
0.16
C.57
0.53
of v.nerrlo.
.63
2A1235.99
Mountain Croak nee,
AIOCMri.
5tanly :aunty, Int 33.21'4b", loop 3Y 06'57', et
or109e 0.2 mite. *Dove Little Noun lain Croak, 4?
12.0
r,_
,9�
.33
.31
.rl
,.k'•..9
.12
.�.
,4^.
.i1.3 .eat of Alvvrarl*.
2.412.36.32
Little Fountain Croak
neer Alpe-erlo
Stanly•:Canty, tar 55• ,;)'N,,'' a•
�J 22'09", Ichg � 4C".
bridge i mile above mouth. 5k ewes nortnoest of
10,i
i.2
.30
.25
.25
.15
.12
.17
.21.
•39
.52
2).1737.72
;larks seek neer '.aunt
Glleod
Kanto:'eary County. 1a1 35'14'09', tong E0'0i'21',
01 brlage 4 Ailos northwest el Yearn' 6ilcse. 34
mi le3 1100s0 MVt' .
22.c
I..
.75
.15
.13
.621
,Cfl
..-.
.10
.28
.44
2A123'3.1,
Nest Pronto. Pocky Pieer
floor ;crnelius
Hec10en0vr9 County, at 35'25'15". 19m9 00'47'3,"I
at uridgo it nite, *Dove mouth. 4 .kites Cell of
14.2
1.2
.12
.,2
.20
.008
.067
.10
.15
.36
.49
'
Cornelius. '
2A1239.53
Hoe.y Pew' neer Zald-
well
Coearr..s ,manly, lot 35-21'I8', long 'o'45'43",
et bridge 0.7 mil. Dolor waat orenc^, 42 alias
sett o' Calomel'.
39.e
1.2
.53
.32
.25
.14
.11
.14
.211
,42
.58
2)42140.91
Clarke Creek at Pl.edant
Grow
Cabarrus :.aunty, Ia. 35'23'I2", long 50'45'4A", at
oridg. 0.2 wil0 so0ve mourn, 3 alto mortnae0r o1
26,,
1.0
.50
.IL
.13
.019
.036
.07
.13
.23
.39
Ploesent Grove.
2A1211.1,6
tbllnrd Creek near
41.e11
.oeklemovet Comfy, lel 35.19'12", long 80'::3'55".
et ',rid?. t *i10 brio. foot Creek. 2.15 ...Ie3
26.4
1.5
.if4
.0;u
445
.312
.003
.03
.07
.17
....
-
north of humell.
':31
261241.93
Pocky Pivor el "erns-
bury
C,bakevk=o..nty, lei 55.19,51", long 00'37'42'. of
br idyr on V. S. Hlgmeey 25A. 1.H miles ,,orrnee,t
136
1.3
.70
,l'7
.16
.050
.040
.07
.14
.45
2Ai243.3L
Rocky Alver neer wncky
River
Of r.rrlshufg, 3.9 miles GC1C. %.11014 '4...k,
CeOa'rvs .County, Imr 55'19197". lone 01)'33,40't et
brld9. i} .i'.s oboe* Irish 6uf1010 Creek. 27
I 276
t.3
.70
,20
.16
.065
.CLS
,ca
.15
.33
.47
.Iles northeast of % Gil, River.
21.121143.01
Trroamilc orench near
Annoapol.s
Caoarr.s County, ler 35'26'26", long 8.i'35'33. of
oricce 3 Ai le* fu,.thaa.f of Kann0,0lis, 4.4 miles
3•tl
1.4
.72
.10
.15
.057
.342.
.07
.14
.31
.44
000va mOu1'1.
2A1245,45
2A1246.44
2Af246.92
2A121'..10
2AI'Jf8.37
_ - - -
2A1248.61
Aaena :reek et lbvnt
Ff./agent
R k Ki.or neer Nic-
oc y
land
Soo*e Crook el leirview
Deck Creak at 5rlef
Long gook near Pryler,
little Long Crock at
1 ^
CeDerrue=r".nry, let 35'23'f3'. long 60^2E' 7 a•
bridge t• mile a0o.0 mouth, .,et- ail* south 01 Yeelr•
PI*asent.
COOOffut County, let 35'151, Ia.S 80'2d'• al brlege
on Stare Highway 27, l rites Selo. Dutch pulsate.
Crook, 2} miles northeea of a,ldland.
union County, Int 35'09'14" 1o,9 00'32'09". et
eridgo 0n Stel* Hlghray 151, r Nil. north of
Fairview. 2 .lies Chow ruck •:r.aa'
Union :county, 161 35'10'52", long 60'321 24", of
01 07e ern Stare Mtgm.ay 151, 0., .tic e•N,OM.:1
of Friel. f.8 ally: aooyc ma,.lh.
5.en1y County, 10f 55622'51", Io494 80'14'I•:5", at
beldaa I mile eacva Lonq Lek*, 25 01mo cast of
Plyler,
Stenly County, !at 35'21'39'. long 8).12'15 , et-
2 A`r"e ,nnf`
14.6
532
23•0
12.3
27.2
20.2
1.3
1.3
1,2
1.2
1,2
1.2
.59
r
.63
.40
.33
,a,
,75
.12 I
.19
.o62
.026
.12
.19
.1n
I 6
.063
.0^c0
.10
.16
.034
.007
_
.004
.014
.035
.022
,gg5
.UO?
.Cob
.OI 5
.05
,02
.01
.03
.022
.11
,16
.00
.05
.10
.13
.25
31
.22
.IL
,zs
nil
.37
•115
.jt
....
.40
.46
2A1251.91
A .,. ..., .r
Hichord00n Creek el
^ t .1'arvrlr m'Ir.
Union r.'unfy, ter 34'58', 10.9 d0'51'. a' ari0,o 2r
1
53 .5
1.2
g2
,i.24
..)=i
,
.cc3
,QI
.OJ
.14 ...,
2A1259.06
✓o^r,C
LEn05 !rook near Polk-
P'I'' lnetaoe^t rf nr.o
Anton :aunty. lot 35'02', long 60'14', et crlage .n
F01410n,
110
1.2
.53
-. .0o1s
.o 6
.003
.0•:
.05
.15
...•
ton
Sfe.e wlgm.ey 215, 2 allay nc,rrr..e:r 01
,�
13 ...Has e0o•.e mouth.
,g51,
,029
.C7
.17
.38
.56
2A1250.44
Feldgors Creek none
*00190mrry County, Inr 55'I155' long 79'46,10".
.91
1.7
1.0
2A1250.91
CenAor
T1tlCkety Croak n•.ar
Douai Giiced
,} miles most- of Candor, 5} wiles 000va .nu1n.
.onrgb.-Cry :inunty, Ier 35'13`42'. l0^6 79'51+'02".
e. eulu0rt 1.1 Alfas e0ove mouth, 5.3 nllo3 one,
9.50
1,4
rug
,10
.16
.o3o
.nib
.05
.12
.31
.L6 y.
r"
o' NOvnt Glloed.
1
.058
.c9
.10
,3C
•54 d
2A1323.09
Jordon Crock moor
5co1lano Co,lnty. let 34'Ld'29'. long 79'24132" s-
0,8 Juniper Cr,,.. 3.$ .11es
51.6
1.3
•7ii
.22
.19
.CfiJ
1-3nc
La,rinourg
bridge mile below
r•e.*r 0f La orInefurD,
n
1,3
54
49
25
.20
.25
.36
.6f
.P=
2A..,
1329.8e)
Naked Creek noon
Holtman
R120ond 3oun, . rot 35'61.'55^,1inn; 75'35''='• e•
hrle0a now, mile nowmoon, ,.2 miles norrneesr
of Hoffman.
36.2
1.7
.
.
.
'J.TAaU► . SANTEE
RiVEH 6ASIN
Crooked Crux user Old
County,
'mite mar 6fhctsr 0,0
35•"
2.o
1.5
.74
.64
.40
.34
.40
.52
.75
.95
2A 13j5.jL
For,
Lotie
*hoell
o,fn,35;3n11.10 out
• n<
io'f,
a*Ce.ell Cn.,'f . 3.511'. ten 52%5', •t 0r1[se
5' 7
15.2
2.5
1.7
.'1'1
.43
.34
.23
.34
•47
.70
.9l
2A1377.4L
tuck Crock e' 4.e
7a ho•'e nee' 11S.rnon
on Stare High... - 1 tier a.avo skr feno.a, 3}
2A1377.79
lA l3i9.e'
,.-t
tify
L11114 o,.ek (Foe* et-
Lake Tenolen neer
Garden City
Niks Cree4 near +bri m
t
Alice nnrtn.epr ,• •;nrden -,'v.
a0C•dm.11 ec.nty, 1.: ''.'44'. .:..; 62'05'. at uric;,
} ei le above m....'c, 2} n11e. Artrmelf ail :ogre••
ally.
ye0^+^1' .' . let 35'411, :..g:p 82'05'. a. DPI e X
A fn. 2 ni lee .Alt of Yerion.
6.24
5.50
2.5
2.o
1.1
11.6
I`
1
,I4
.92
.53
y3
,zS
,}'i
'm
.'..
.fa
, .27
.5?
.40
.68
.65
,fib
.87
I,15
_ .^,,,.
c
ca

Taole 5 . -Stream-Z*£ine altos anti Quailty-of-.stet atkaapltng sit.ca-Conttnuad
Type and longln oCl rocord
05
Inc.-.
number
Col. I )
Site
n,warer
199 2Ar210,00
200 2A,2,3.60
201 ' 2e/214.10
202 2A,214.30
203 2A1214,60
2�1 2A 12,11, 80
.05 2AI213.00
206 2A1220,00
207 261225.74
206 261230.00
209 2A1231.2o
210 241235.0o
211 261240.80
212 2A1241,10
213 2AI2L1,A0
21L 2AI2o2.30
215 2At243.20
216 26I244.20
217 2A1245.00
2te 2m1250.00
219 2A160.2C
220 2A1273.10
?XI 2A1255.00
222 2A1260.00
z3 2A1265.r0
224 2A1270.00
m
226
227
_Z''H 2AI;o9.60
229 2Al29C.n0
230 261292.40
251 2A129L.70
0215in5 Sire
Orernao.
are.
(ogxre
miles)
D;scnergo
CheAleal quoIlty
,kl.Dar 1
Tyra of
years .
Typo
'Rorer
yoef
Location
yADMIR - PEE 0EE R:' l 9ASIH-.Continuos
Yadkin Hiner near Salisbury
Swenring Creek or Linwood
Soule S.cono Creek near Utterly
Abbofrs Crack neer Wellburg
&ports Crook mar Ttto.anvlll-
Rien Fork near Holly Novo
&Doris Creek at Lexington
fouraila Branch neer Soy MmrM•
Yook;n Hive,. of ,sigh Rock
Uwh•rri• flyer near Tr;nlry
LAvherrle trivet neer ASh,OOro
';.Mrrie R;rar moor Eldorado
Clerk. Gccl, near Herrisbvrg
•IOeky R;wr poor DCDNrs Milt
3,47o
35.3
33
33.3
65.9
Ld.2
I7a
IL;
4,Doo
11,3
37. o
347
2t.d
87.9
Oa11y
Port1A1
Peelle!
P6•r:o
Pertlsl
Partial
0a11y
Daily
/Ill y
Pertlsl
Partial
16
2a
7
id
Dail? I9l;6
Daley
Monthly
I Ni.A
e•f
ri
z
Hr•n CAUPFv. Inr 35.43'30'. )ern 60'23'50', •t bridge 1,600 tos
rt above SOulh•rn Railkay, 4 .;1.a beio. Seer+ 7406 n
River. 6 .ifos nerrneosl of Sallsbvre.
Dneideon CoUnly, let 35'45'17'. long 8C't0'22', or oria5e r/y
0.6 mile 000e of L1 mesa, 2 miles above mourn, rmgy
Rowon :ovary, tar 35.31.,, 166g 80'22', et brio?, 2,1 .Iles LJ
sovt:lwesl of Lloorty, 4{ miles above Randy :r rat, CO
Davidson County, for 35.57'21", long 90.07'32', If brid;o on
State Highway 109, 0.3 olio Belo. Spurgeon :reek, 4,2 O
*Ilea :out), of AellOu.-g•
Devicson ;query, tar 35.53'33", long 90'1C•52', eoova 71ofw,s-
v,;Ile swerves�.oply 1n/eke. 400 ft hal:• '!ru:hr :rear, 5i +o'
.Iles roar of Thanaavitla.
Dovld►on Count), ler 35•51115'. long 80'10'57". at brld5k .Ilea ekove Hamby Crack. 2£ .Ifs.:Orrh or k0;ly Cove.
PC
Davidson County, let 35'1j0'23", .ong L0•t4,05", 3Q7 ft 400ve
bridle, milef oOutrraar of La+;n9ton, 4.5 =;les bele.
RICO Fork.
Devldran Count', let 35'LO'51'. long 85,10,29", et brings VC
1 .1:411•s e00ve mourn, 5 Aires *Ott O1 SOurnn0n•, 0
00vIn,On Covnry, Ire 35•35'L6'. long 83'13,59', 0.3 -Ile
ba1w Hlgn Rook Dam, 0.6 4114 welt of High } . Roes, 1Iles ""s
abnv lick Creek, :4
Randorn^ Covntr. Ins 35'52'05". long 79.55'31", 5L0 Ir below
bridge, 2} mile: south of Trinity, 9 m; tea MD7ve little
LA•nerrle miner, y
Rendolp5 County, tat 35'4812C', Tong 79'59'50", et oniogo 3
9.1.0 eodvo a tfle .4na.rle ?Ivor, 12 cites nortnw.st of D9
Mono:Oro.
e0nr90^cry COvnty, tar 35'25'L ;', long O;i 01,05'. 300 tr
below bridge on Sreta AI nme 1' 1 m;1.
Creek, 3 nlfos :00th of Eidorodo,� •Yeteon:
C.Oarr,,0 Covnty, let 55,24. , Iong OC•45108', et rid b go
3.n 4e11C3 ObJVe -JUth, Si sill! northwest or ierr;,,o•,rg,
:aberres County, tat 35.21.35", tong 60'40'31", et bridge o,
U. S. Highway 29, 2t .11.2 weer Of Roberr. will. 3.6 miles
nOovo Yniter'd Crack,
aallnrd .:rook et merrlsbvrg
COddl• .rook neer-onoord
reedy Creek et Rooky River
Nock)/ River noor Concord
Osten :WOW() Croak et lk.vn} Pleesenr,
819 seer Jraek nos dishf cle
6;9 Beer ).reek near AIb..arie
Hlchaedann >DOA near Wingate
kieh.rdsan Creek near A•a rsnvllla
Ro=ky Rivor near 1166W00a
Little Craven :teak. near Palate,.
6rown :ream. neer t•olktan
2AI075.CD Pcc Dee miwr neer Anyenv;lle
2A121p.0• I;ttle kSeer near its,
2A 1265.0iY1 .,J r..onloIn Creek ANSI. Cllerbe
I.0,2 +nr'lel
57 Pnrliel
30.5 Partial
4o2
64.1
35.7
98.2
170
I.170
13.5
110
6,330
105
33.1,
Cert.ed.±r Crook twee.- looking -as. 31-4
Pee Dee River neer +.yak, nghan
5.570
fe;ri•y Creek racer Ra-king"n.. 6.5o
Sent,' rYk .ono: Crook of v. 5. -0,6- 35
way i2 nee+' 'erron
Yertlal
Daily
Dolly
Dalt,
Da; ty
Ceily
Persist
Deily
lartiel
Par1,21
2
3
27
19
L
2
54
monrnly
:ally
0ei:y
1952
1945,
1956
1947-Le
G,oerr6O Co.,nty, fat $5'70'01", long 80'1:2'Ir_' et bridge
AMC .Love eo.th, 1.3 miles n:rthweet of nerrisbur9t.
Cnbarrns un,nly, let 35':+'29". 109 00.440'2= , at bridge
below Afton nvn, 5 miles rest of Conro,.d.
Catarrus :.ounly, tat 15'18'12". tong 61'35141', al bridge
0,3 Ally wc,lhoest of .orky hive', 0.1h I.;U /Dove CaIreroll
Creek.
CoberrvA Guunly. lot 35'18'50'. long 50.2e'55'. 0.2 Mile
above Ooton hvlfaln Creek, Si *Iles aowtMtst of COnaled,
Cobmrree Cuunty, tat 35^3'45 , long 00'25'00', at bridge r
State HignAey 73, t wile east of Mount P14404n1, It mile►
bele. Little 0.ffelo Creek.
Stan! y C.lunty, Inr 55.20.05% long 80'20,10". al bridge I.8
011es below Hvnning Creet, 10.3 .Ilan southwest of Rien-
tla,
5tanally County, let 55'16•49'. long d;'18'10", of er;dg• on
Deere 1.1191.way 27, 24 .II,• above Stony Run, 3 mil.: South-
west of Albemarle.
Union County, Inr )5'021, tn.,9 At bring. ? niid
obave Stuarts Creek, 33 ollol north of ' ate 109.
•.Inlun County, far 55•C6', long 8O'25', At briC:e 1 'tile
e6ov Hi9gcrneso Creek, 7' mile' north of •trsnv111e.
Sternly County, let 55's9'. lon7 5.)'10', I,COD It b.I,. L•AOZ
Zeeek, I} mII'• .n... arl096 6 .;lee 110V'M.:1 Of nor-moo-1.
Anson=Junt1, Ier L,•5o', long n;tes •pow mourn,
2} .;Ica •ov$m.eet or Porkron.
An"on County. Ia, 35'0long 85'09', L00 rr bel0m trilltie
on Sta rn Rigr,.r 74?. }1, AI,•• a.lew Little brown Croak, 4
m111I n0,•,has0l 01 •'OIkrM.
Antra.:O+n'y, lAr 35'1S'07' tong 79.59.57 et bricye 1
m110. below 6r.a.n G"ek. A n;las otter of Meanrille.
Ponhp-wry ?wnty, ter )5•7:3'I1', 10.9 74'49'» , at Grldle
0,5 mil* D010w welt Cork Litt,. River, 5 elite 4451 Or
Star,
10IJhAnnd ;June., lot i5'07l0", 1o.9 ''9.43'S9'. of orldvw ro
5 to ee HI g••wer 73, 5}'lies Anew Ilrrlo iy.nteln Crash, 5
miles nbrnoreS) of E1lerba,
nl.M0„d :aunty. tar 54'r3.37". long 79'51'2?', e• Drldy.. •
l;le &hove 60,06. 5i .iice IQrrhr6:1 Of 4 c,Inl,e..
R;en nd '.ovnly, la, 1U'e<,L$ IonQ 'W52 .1' at orldoc si^
u. 5. Hty,.ev 71.. 2.5 ■ilea •bcw felling yeek, 3.3 n;les
ton. UIC10tl roll, Ca., n mi.es •0•I at ReLi1054.r.
Rleh-nod Count, tat 5L'55'20', 19.9 79'42'15'0 art 'du 1
111M tooth Of U. S. n070%w41y 1, L n.;.os of, Of
•j /Cleo a$Jva maven,
Amon '. very, ter 34"1.'d. long 'CI •Ga'' - :..
.1, 5.•'I 7t.Aey 52. 1# A, so above mo.,fn. 2 ors n. 1m of
.Jr.en,
v.r,tu ijTInavz

STATE OF NORTH CAROLINA
BOARD OF WATER AND AIR RESOURCES
DEPARTMENT OF WATER AND AIR RESOURCES
208 STUDY.
DO NOT REh'OV�
LOW -FLOW • MEASUREMENTS OF
NORTH CAROLINA STREAMS
BY
W.L. YONTS
Prepared by .the Geological Survey
United States Department of The Interior
In Cooperation with the
North Carolina Department of Water and Air Resources •
Raleigh
•
L___
JULY 1971

Station No,
2-1249.58
2-1249.81
2-1249.98
2-1250.2
1
Table 4.--Low-flow measurements in Atlantic Slope basins --Continued
Station Name
Big Bear Creek near
Finger, N. C.
Little Bear Creek near
Finger, N. C.
Little Creek near
Bloomington, N. C.
Big Bear Creek near
Albemarle, N. C.
Location
Pee Dee River basin --Continued
Lat 35'21'56", long 80'20'55", at
bridge on Secondary Road 1228,
0.5 mile above mouth and 1.4
miles southeast of Finger, Stanly
County.
Lat 35'23'05", long 80'22'18", at
bridge on State Highway 73, 0.8
mile west of Finger, Stanly
County, and 2.3 miles above
mouth.
Lat 35'20'10", long 80'20'10", at
mouth and 1.8 miles vest of
Bloomington, Stanly County.
List 35'16'49", long 80'18'10", at
bridge on State Highway 27, 2.5
miles above Stony Run and 8.0
miles southwest of Albemarle,
Stanly County.
2-1250.52 Stony Run at Red Cross, Lat 35'17'06", long 80'20'53", at
N. C. bridge on Secondary Road 1227,
1.2 miles northeast of Red Cross,
Stanly County, and 6.0 miles
2-1250.84 StonyRun near Redabove mouth.
Lat 35°16'21", long 80'19 27", at
Cross, N. C. bridge on State Highway 27, 1.8
miles east of Red Cross, Stanly
County, and 4.0 miles tbove
2-1251.16 Stony Run near Saint Lat�35'15', long 80'18', at bridge a20
Martin, N. C. 'on Secondary Road 1970, 0.5 mile
above mouth and 1.5 miles south-
west of Saint Martin, Stanly
County.
-1251.22 Big Bear Creek near Lat 35'14', long 80'16', 0.8 mile a96
Aquadale, N. C. below Secondary Road 1969 at
old bridge site, 0.8 mile above
mouth and 3.0 miles northwest of
Aquadale, Stanly County.
-1251.32 Lat 35.13', long 80'15', at bridge
on Secondary Road 1953, 0.2 mile
above south and 2.0 miles south-
west of Aquadale, Stanly County.
-1251.48 Lat 34.57', long 80.33', at bridge a31
on State Highway 207, 2.0 miles
south of Monroe, Union County,
and 3.5 miles above Bearskin
Creek.
1251.81 Richardson Creek at Lat 34'58', long 80'31', at bridge a34
Monroe, N. C. on Secondary Road 2102, 2.5 miles
above Bearskin Creek and 2.5
miles southeast of Monroe, Union
County.
1251.99 Lat 34'55', long 80'31', at bridge a7.9
on Secondary Road 2106, 2.5 miles
above Lake Monroe and 3.2 miles
northeast of Altan, Union County.
Drainage
area
(aq ai)
Measurements
Date
Discharge
(cfa)
Long Creek tributary
2 near Aquadale.
N. C.
Richardson Creek at
State Highway 207
near Monroe, N. C.
Little Richardson
Creek near Altan,
N. C.
Approximately.
20.2
10.9
7.13
70.5
8.40
10.3
a2.0
9-21-61
10-10-61
10-13-54
9-22-56
9-21-61
10-10-61
9-21-61
10-10-61
4-20-49
8-12-49
3-22-50
4-20-50
5-31-50
7-12-50
8-24-50
8-29-50
10- 2-50
11- 7-50
12-21-50
2- 1-51
4-23-51
6- 5-51
7-11-51
8-14-51
9-13-51
11- 8-51
1-30-52
4-16-52
5-28-52
7- 2-52
8- 6-52
10-14-54
9-21-61
10-10-61
10-14-54
9-21-61
10-10-61
10-14-54
9-21-61
10-I0-61
9-21-61
10-10-61
9-21-61
10-11-61
10-14-54
9-23-61
10-11-61
9-29-30
10-11-61
0
0
0
0
0
0
.22
0
25.6
1.88
22.8
16.9
6.07
4.23
16.6
7.19
.76
5.81
5.75
11.8
58.0
.89
.58
6.65
.51
5.75
152
22.9
7.88
.72
28.7
0
0
0
0
0
0
0
0
0
0
.04
.001
.002
.35
.07
.21
.23
.19
Date
9- 9-52
9-17-52
10-28-52
12- 9-52
1-21-53
3- 9-53
4-22-53
6- 1-53
10- 2-53
12- 3-53
12-29-53
2-10-54
6- 9-54
9-21-61
10-10-61
9-29-64
4- 4-67
4-25-67
7- 5-67
9-18-67
11-16-67
8-27-68
Discharge
(cfa)
5.78
3.53
3.77
12.5
83.9
56.7
21.6
2.14
16.2
1.86'
25.9
31.1
2.47
.33
.07
9.57
14.8
4.31
.46
4.91
1.79
.83

Table 4.--Low-flow measurements in Atlantic Slope basins --Continued
Station No.
Station Name
Location
Drainage
area
(aq mi)
Date
Pee Dee River basin --Co
Measurements
Discharge
(cfa)
Date
Discharge
(cfa)
2-1252.01
Litcle Richardson
Creek tributary 2
near Altan, N. C.
Lat 34'56', long 80'31', ac bridge
on State Highway 207, 0.2 mile
above Little Richardson Creek and
a0.9
10-11-61
0
3.2 miles north of Altan, Union
County.
2-1252.04
Little Richardson
Creek tributary near
Monroe, N. C.
Lat 34'56', long 80'30', at bridge
on Secondary Road 2106, 0.8 mile
above mouth and 4.2 miles south-
east of Monroe, Union County.
81.3
9-22-61
0
2-1252.28
Bearskin Creek near
Lat 34'59', long 80'34', 2.5 miles
a16
9-23-61
0
Bakers, N. C.
southeast of Bakers, Union
10-11-61
0
County, and 4.3 miles above
mouth.
2-1252.76
Flag Branch near Win-
Lat 34'59', long 80'28', at bridge
a13
9-19-54
0
gate, N. C.
on U. S. Highway 74, 0.2 mile
9-22-61
.002
above Seaboard Coast Line Rail-
way and 1.5 miles west of Wingate,
Union County.
10-11-61
0
2-1253.1
Richardson Creek near
Lat 35'02', long 80'28', at bridge
a98
10- 3-52
3.14
8- 6-57
2.27
Wingate, N. C.
on Secondary Road 1006, 0.5 mile
10-30-52
2.20 '
3-22-58
31.5
gyp$ Ci.,*
above Stewart. Creek and 3.5
9- 1-53
1.47
9- 9-58
1.57
miles north of Wingate, Union
9-19-54
1.10
8-20-59
7.92
County.
9-1e8-56
.42
2-1254.1
Chinkaptn Creek near
Monroe, N. C.
Lat 35'03', long 80'30', at bridge
on Secondary Road 1627, 2.2 miles
above Scewarts Creek and 5.0
miles northeast of Monroe, Union
a8.5
11- 7-61
.0‘5G
-
Rif. 9/C
County.
' 2-1254.56
Stewart' Creek near
Lat 35'02', long 80'29', at bridge
a31
9-19-54
0
Monroe, N. C.
on Secondary Road 1606, 0.5 mile
9-22-61
0
above mouth and 5.5 miles north-
east of Monroe, Union County.
10-10-61
0
2-1255.38
Niggerhead Creek at
Let 34'59', long 80'24', at bridge
a1.2
9-19-54
0
U. S. Highway 74
near Marshville,
N. C.
on U. 5. Highway 74, 2.0 miles
west of Harehville, Union County,
and 9.5 miles above mouth.
9-22-61
0
2-1255.46
Niggerhead Creek near
Let 35'03', long 80'22', at bridge
*15
10- 3-52
.31
Hamilton, N. C.
on Secondary Road 1002, 1.2 miles
10-30-52
.12
west of Hamilton, Union County,
9-27-57
.02
and 4.5 miles above mouth.
10- 7-57
.01
•
• 2-1255.49
Niggerhead Creek near
Lat 35'0S', long 80'22', at bridge
a24
9-22-61
0
Fairfield, N. C.
on Secondary Road 1006, 1.6 miles
northeast of Fairfield, Union
•
10-10-61
0
County, and 2.2 miles above mouth.
2-1255.57
Gourdvine Creek near
Lat 35'07', long 80'20', at bridge
a8.8
9-22-61
.002
Olive Branch, N. C.
on Secondary Road 1716, 0.4 mile
above mouth and 1.1 miles north-
west of Olive Branch, Union
.10-10-61
.002
County.
.2-1255.88
Richardson Creek near
Kikera, N. C.
Lat 35'09', long 80'15', at bridge
on Secondary Road 1606, 1.8 miles
above .mouth and 5.8 miles north
of Kikera, Anson County.
a240
10-19-66
6.2
2-1256.36
Cribs Creek near Burns-
Lac 35'08', long 80'13', at bridge
413
10-12-54
3
ville, N. C.
on Secondary Road 1612, 1.5
9-22-61
.0002
miles above mouth and 2.8 miles
east of Burnsville, Anson County.
10-10-61
0
2-1256.98
Lanes Creek near
Lat 35'51', long 80'26', at bridge
a13
9-22-61
.005
Monroe, N. C.
on U. S. Highway 601, 9.3 m11e,
above Barkers Branch and 9.5
miles southeast of Monroe, Union
10-11-61
0
County.
2-1257.12
Lanes Creek near
Lac 34'54', long 80'23', at bridge
a44
9-22-61
.08
Sturduvants, N. C.
on Secondary Road 1003, 3.4 miles
west of Sturduvants, Union County,
and 3.7 miles above Barkers
10-11-61
0
Branch.
2-1257.2
Lanes Creek ac Sturdu-
Lat 34'55', long 80'21', at bridge
a56
9-22-61
.02
7-13-66
.02
vanes, N. C.
on Secondary Road 1005. 0.5 mile
9-23-64
3.34
4- 4-67
6.62
Gi
above Barkers Branch and 1.5
11-11-64
5.85
9-18-67
6.38;
mile. northwest of Sturduvants,
9- 8-65
1.80
11-14-67
5
Union County.
10-28-65
.34
3- 8-68
7.9$
12- 9-65
1.27
R-2A-AA
_29
138

•
1t.:,1%I11.t. Nu: .9.-$"41/t3
,1
Site No: 1
REQUEST FOR WATER-SUPPLY'.STATISTICS
Station No. 2 2
Station Name
StrcamClow Conditions:
Type Station J Data Index
loci •%_:
EHTCRCD �rr
OCHCRATCD A
2.9/ /✓,?/,' rl S. T c_ R e n F � A r c.
1A0c:aLion AT L.PR 4A,!\ 0, Ll o�
LaI.'qq 'SS"< Longi50 :--',?��x'� nl Basin 4hkkl)2,.r
Quad No. N-//_.-wE County 17 9 /.(ntlo"% State'7'2 District ?
UK o' of-4(71 ,'a S f NRCD 0-3o71 R( —.Drainage Arca _c3 ^A i 2
✓( .✓ 1.✓
Estimated using g`5- cfsm. L/_5 cfs. (3(, — 54/)=ram (,$ )
Average Discharge:
Minimum Discharge:
:-<-;
Min.day IC) -year recurrence interval Go Zcfsm. . 11 cfs. . % t::2
Bill. 3o day 2 -year recurrence interv;%l.0Oq cfsm. .5 cfs. .3 to? - 35- 7.
+ `'
:Min. �/7
clay _�_ -year recurrence interval .<�q cfsm. �- cfs. - 1 to---) �.- 3C 7.
7. I
tiro.
o� I S•ILi 000
Rh- PAY) A cn ^l
',o2I2-531000
ir-Wain')5c)
OaL�5%2oo3
L.4Na5
day -year recurrence interval cfsm. _cfs.
to - %
mi.
sq
3 ��=
pvc:r� Nrf,�, �07 A.t� ,�,-.,p.,�D.A. n jA 'i1,.....2
Crcc near
sq mi.
hivc:r at /(,//\.'& rr
River 7 S,).,C ,?x.(f.'✓rJr. rs
gee near
D.A.
Type r�
Type o -
D.A. a-SK sq mi. Type °2--
letter g 9
Transmitted by phone to C,Q�Cl� S7irrl..� ,iC.,r,) Computed by �u7S date /
•`')�'. &&eked by /—L date ra/y4/
Iasr. LIG -1 '�53.1 cry" ��s�. Avg. ,,
'. 30 Q z 0 -2..12_ oa3) _) -2 (-70 3) . 00y
Gu7�Io p /. G ( oi3) p . Doct!
(a) Estimate is based on records collected at or near the site, and the ranEe
indicates approximate interval in which the actual value may lie.
(b) Crtimatc is based entirely on runoff observed at nearby streams and
therefore no dcrrcc of reliability in attached.
(r) The crror in this estimate probably exceeds accuracy or the method used
and therefore only a range is Given.
f(ll .\nnroximatcly.

TELEDYNE ALLVAC - MONROE PLANT
NPDES FLOW RECORDS
Month Average Flow Minimum Flow
MGD MGD
April '88 .00279 .00003
May .000111 0
June .0016 0
July .017 0
August .064 0
September .124 .091
October .060 .017
November .048 .009
December .008 0
January '89 .049 .015
February .052 .021
March .144 .031
April .115 .020
May .099 .003
June .039 0
July .0279 0
August .0134 0
September .035 0
October .035 0
Average .0492

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary October 30, 1989 Director
Mr. J. Thurman Horne
Environmental Engineer
Teledyne Allvac
P.O. Box 5030
Monroe, North Carolina 28110-0531
Subject: Response for NPDES Draft Permit for Teledyne Allvac
NPDES Permit No. NC0045993 - Monroe Plant
NPDES Permit No. NC0004642 - Bakers Plant
Union County
Dear Mr. Horne,
+-e ponco to your latter dated Mav 26, 1989, concernina the. Draft
NPL)EJ Permit renewals for Teledyne AilV:tC' , i•l� rirOe and iuk r.; ia:lt:i . �C ,
ments concerning the new limitations for the draft permits are addressed below
by facility:
1) NC0004642 - Bakers Plant
A wasteload allocation analysis performed in December, 1988, for the
renewal of the Teledyne Allvac-Bakers Plant NPDES Permit considered two
new sources of wasteflow. Contact cooling water and crucible cleaning
water were added to the existing non -contact cooling water discharge.
These two new types of wastewater required new limitations and monitoring
requirements in addition to the limitations for non -contact cooling water.
Since Teledyne Allvac proposes to eliminate the two new sources of
wastewater from their discharge, the NPDES permit will be drafted with
limitations for non -contact cooling water.
2) NC0045993 - Monroe Plant
A wasteload allocation analysis performed in February, 1989, for the
renewal of Teledyne Alvac-Monroe Plant's NPDES permit produced new, more
stringent effluent limitations for nickel and fluoride. The limits for
nickel and fluoride reflected an instream analysis using the 7Q10 (7-day
low flow in 10 years). The limits in the existing permit reflected limits
from an instream analysis using the 30Q2 (30-day low flow in 2 years). In
accordance with regulation 15NCAC 2B .0206 (a) (3), the flow criterion when
determining wasteload allocations for toxic substances shall be the 7Q10.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

This regulation also states that "other established modelling techniques and
corresponding flow criteria for the determination of wasteload allocations
for toxic substances may be approved if it can be shown to the satisfaction
of the director that such action provides appropriate protection of aquatic
life".
The Division of Environmental Management (DEM) appreciates your company's
concern with the new limitations for nickel and fluoride. However, DEM
will not at this time reallocate these limits using the average stream
flow as you have requested. Although you contend that your discharge is
influenced by rainfall and during drought conditions (or 7Q10) there is
essentially no discharge, the Monroe plant's effluent data (from April, 1988
to April, 1989) indicate that a discharge occurs almost everyday. Unless
you can correlate the design stream flow with your own effluent design flow
and show that the discharge only occurs during certain stream flow periods,
we cannot use a different flow criteria for the determination of your permit
limits. Please contact Mr. Trevor Clements of my water quality staff should
you decide to further pursue this matter. However, effective October 1, of
this year a revised stream standard of 88 ug/1 for nickel applies to class C
streams. In light of the new standard, your effluent limit for nickel will
be revised to 157 ug/1 as the maximum allowable daily concentration.
I hope that this letter adequately addresses your concerns. However, if the
above decisions are unacceptable to you, you have the right to an adjudicatory
r+a?t j_nr* - on. Tari treri request within thirty (30) days .following receipt of this
letter. This request muse be in _ne tC:_:i o;: a t;uiuLlnL..y Lc
Chapter 150B of the North Carolina General Statues, and filed with the Office of
Administrative Hearings, Post Office Drawer 11666, Raleigh, North Carolina
27604. Unless such a request is made, this decision is final and binding.
If you have any questions or comments regarding this matter please contact Mr.
Trevor Clements of Mr. Dale Overcash from my staff at [phone].
Sincerely,
R. Paul Wilms
cc; Trevor Clements
Dale Overcash
Brenda Smith
Central Files

•
WTELEDYNE
ALLVAC
P.O. BOX 5030
MONROE, NORTH CAROLINA 28110-0531
[phone] TWX (8101 649.1359
May 26, 1989
Mr. Arthur Mouberry, P.E.
N.C. Dept. of Natural Resources & Community Development
Division of Environmental Management
P.O. Box 27687
Raleigh, NC 27611-7687
Subject: Draft NPDES Permits for Teledyne Allvac
NPDES Permit No. NC0045993 — Monroe Plant
NPDES Permit No. NC0004642 — Bakers Plant
Union County
Dear Arthur:
In my letter to you dated April 10, 1989, I requested time to assess
conditions at the subject facilities before proceeding with permit
issuance. During this time, I have reviewed our situation and would
like to present the following observations and request for modifications
to the draft permits:
1) NC0004642 — Bakers Plant
a. The current draft permit would require considerably more moni—
toring and would add effluent limitations which are not required
in our existing permit. The existing permit requirements were
less stringent, primarily due to the fact that our wastewater
consisted of cooling tower blowdown, non —contact cooling water
and filter backwash. The filters remove debris from water being
recirculated from the cooling pond as non —contact cooling water
and do not employ any chemical or biological treatment
processes.
With the application for renewal, we noted that in addition to
the above, we had two (2) additional sources of wastewater....
contact cooling water and crucible cleaning water with the
"addition" of these sources, our wastewater ceased to be consid—
ered as applicable to the standard effluent limitations and mon—
itoring requirements for cooling water dischargers.
To remedy this, we propose to eliminate these sources of waste—
water from our discharge. This can be accomplished rather eas—
ily by making minor modifications to existing pipes, etc. to
reuse this low volume of water in the makeup of other plant
•

'TELEDYNE ALLVAC
2
processes which have no discharge to surface waters. These mod-
ifications will be completed such that the contact cooling water
and crucible cleaning water will be eliminated from the cooling
pond by no later than June 20, 198(J.
With this accomplished, the nature of our wastewater will be the
same as it was when previously permitted and should be consid-
ered as subject to the effluent limitations and monitoring
requirements for cooling water dischargers. The significance of
this change is an obvious benefit to us in that it. should
result in an annual savings in monitoring costs (lab costs, man-
power, etc.) of approximately $5,000.
We believe that this effort is in everyone's best interest in
that it is an obvious economic benefit to us while, at the same
time, it eliminates the source of possible pollutants that were
of concern.
In recognition of our commitment to remove these wastewater
sources by June 20, 1989, we request that the subject permit be
issued with the standard requirements for cooling water
dischargers and thus eliminate the proposal monitoring require-
ments and limitations for nickel, fluoride, oil and grease,
iron, zinc and chronic toxicity.
2) NC0045993 - Monroe Plant
The proposed new effluent limitations for nickel and fluoride
are considerably more stringent than those contained in our
existing permit. 0f particular concern is the proposed limit
for nickel. Attachment 'A' is a summary of our in-house sam-
pling results for nickel and fluoride in our effluent. Please
note that these tests were performed by our own laboratory and
although we are confident of their accuracy, our lab is not
certified. We share this with you for your information only.
As can be seen from these results, although our nickel concentra-
tions are relatively low, we would expect to have difficulty
complying with the proposed nickel limit. Because of this, we
request that you reconsider the appropriateness of this
limitation.
The proposed limitation is based on modeling our discharge into
Richardson Creek at USGS projected 7Q10 low flow conditions.
Although this is the normal procedure for developing limits, we
believe it is unreasonably restrictive for our particular
discharge. �w
Our wastewater treatment facilities are essentially two (2)', '
large (several acres) cooling ponds in series. We recycle a
large volume of water from the ponds as cooling water. The

'TELED)'NE ALLVAC 3
nature of our business is such that it demands considerable vol-
umes of cooling water. During drought conditions, when there is
insufficient water in the ponds to meet this demand, we must
augment this supply with water purchased from the City. Under
these drought conditions, there is no overflow from the ponds
and thus, no discharge to surface waters.
Discharge from the ponds occurs during conditions of ground
saturation which correspond to wet weather conditions. The
overflow/discharge very closely corresponds to rainfall
conditions. When there is a significant rainfall, the overflow
increases. When rainfall is non-existent, overflow greatly
.decreases. When there are drought conditions, our overflow
ceases.
As such, we can not discharge to the receiving stream under 7Q10
conditions. As described in the preceding paragraph, our dis-
charge occurs under normal or average climatological conditions.
As such, the condition of the receiving stream when receiving
our discharge should likewise be average.
In recognition of this, we request that you modify the proposed
limitations in the draft permit either by assigning limits for
nickel and fluoride based on average stream flow conditions or
eliminate these limitations entirely. This request is made in
keeping with the provisions of NCAC Title 15, chapter 2, sub-
chapter 2B, section .0206 (a) (3) which provides that other flow
criteria may be used in instances which maintain adequate pro-
tection for aquatic life, etc.
To assist you in your review, I have enclosed copies of our past
monitoring reports which should help in understanding how our
discharge, or lack thereof, corresponds to weather conditions.
I trust that this information will be sufficient but if you should have
any questions or need any additional information, please do not hesitate
to call (704/289-4511, ext. 822) or, if it would facilitate matters, I
would be very happy to meet with you at your convenience.
Thank you very much for your patience and consideration.
JTH/aa
Enclosure
c:
Dennis Ramsey
Rex Gleason
Don Bailey, P.E.
"Thurman Horne, P.E.
Environmental Engineer

• TELEDYNE ALLVAC
ATTACHMENT 'A'
Summary of Effluent Samples
Teledyne Allvac - Monroe Plant
Date Nickel Fluoride
Mg/L Mg/L
4/7 .12
4/8 .12 1.23
4/9 .12 .92
4/19 .06 .78
4/20 .16 .58
4/21 .11 .65
4/24 .14 -
4/25 .12 .75
4/26 .08 .60
4/27 .07 .72
4/28 .34 .82
5/1 .23 .60
5/2 .18 .56
5/3 .17 .56
5/4 .29 .62
5/5 .29 .62
5/8 .08 .60
5/9 .08 .59
5/10 .19 .71
5/11 .12 .64
Proposed limits .089 3.2
NOTE: Analyses performed by Teledyne Allvac lab which
is not certified by NRCD.

cos EFFLUENT , L
NPDES PERMIT NO • /G7'3 DISCHARGE NO: D a/ MONTH: /7 17 .. .YEAR.//)54/
FACILITY NAME: % e�� y�� half%rG ,%%e/t�Q� CLASS:/fr, COUNTY: /// ‘_'-2
OPERATOR IN RESPONSIBLE CHARGE (ORC): for / /r7j4 GRADE:
CERTIFIED LABORATORY:
CHECK BLOCK IF ORC HAS CHANGED
Mail original and one copy to:
ATT: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh. North Carolina 27611
PEF(SON (s) COLLECTING SAMPLES :
1 CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
//'r"l'' 'l
/
0.
THE BEST OF MY KNOWLEDGE•
Signafure of operator-ttr esponsikile ' FibFge
Q
CX
TIME 2400 CLOCK
COMPOSITE TIME J
50050
00010
00400
00545
50060
00310
00340
00610
00500
00530
316+6./
00300 J 1 1 1 -
FLOW
TEMPERATURE
CELSIUS
=
CS
SETTLEABLE
MATTER
RESIDUAL
CHLORINE
0 .'
O O
C0 N
C
O
G..)
AMMONIA
NITROGEN
TOTAL
RESIDUE
TOTAL
SUSPENj1ED
RESIQU
FECAL
COLIFORM
GeomeirK "Aeon
DISSOLVED
OXYGEN
ENTER PARAMETER
NAME AND UNIT
CODE ABOVE
BELOW
FFF
IMF ■
-I N J
Q Q.
G CC
RRS
MCO
C'
UNIT
ML'L
MG/l
MC'L
MC'I
MC,I
MC'I
MC
l00141
MC!I
1
2
3
0,5
5,✓•;CC
rLit,,i/
6
/,• c-
, /•-L
fin/
8r.•
'
//,''
Y
10
..'.. ,
r .,
11
, c,:
[,/ ye:
12
'C....
: i('.`
13
)et_
< 0,!5
14
; J`
y. i
15?JJC
r` a,-;
16
,
11Z,,i`i
r /1/i
/7
�� Ci
/r {
18
,,,,,;,,
a., -/�
111,
,LW
20.,x,
f If1.7
21,G,_
Q/%r?T
.w
w
22
7; C 4,
/ 7/
23
7i',,5
s / 3 L
24
' .
; + <
/
is c
2S
.,:4l.
///
26'-;.`,
J/
r
I
28'.:p•
. ( `ic%
20
,.,c
,•'..%'
30
•'.lr
.•il/
_
31
Average c//_ -
1 (
'
Max. ?'. //'l
..t / 48
Min.
'
Comp .(C)/ Grob(G)1
&
Monthly Limit
[C .-I -
-_
\1 l-orm Ft-1 1 i 1 S-t

EFFLUENT
NPDES PERMIT NOG D2i4',5.99-$ DISCHARGE NO: G1 / MTH: , 7j 2t G'r. YEAR:/7'9
FACILITY NAME: /r.//l/�- �//✓mac zfUc_ CLASS:�f COUNTY: d4/0/2-
OPERATOR IN RESPONSIBLE CHARGE (ORC) :/ 7 ,X2/ /4 5- // GRADE: -97r
CERTIFIED LABORATORY: / /S• 4/9i
PERSON (s) COLLECTING SAMPLES '
I CERTIFY THAT THIS REPORT
CHECK BLOCK IF ORC HAS CHANGED
Mail original and one copy to.
AT T Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh. North Carolina 2761t
IS ACCURATE AND C0' LETE TO
THE BEST Of MY KNOWLEDGE
DATE
TIME 2400 CLOCK
1 COMPOSITE TIME
50050
1 00010
00401
1 00 54 5
50060
00310
00340
1 00610 1 00500
00530
31616
► 0030
As -A, D/c A0/c?Y4 Li/CSC'
FLOW
TEMPERATURE
CELSIUS
_
C
(SETTLEABLE
MATTER
RESIDUAL
CHLORINE
m N
Q.)
AMMONIA
NITROGEN
TOTAL
RESIDUE
TOTAL
SUSPENDED
RESIDUE
FECAL
COLIFORM
Geometric Mean
DISSOLVED
OXYGEN
ENR NAME AND UMITSRBELOW ABOVE
EFF ❑
INF ■
- `
� vo __
NI
`�Q
•
Vzi
I."
j."
G O
HRS
MGD
C'
UNIT
MI l
MG L
MG/
MC.
MC/L
MG/L
MC/
i100M1
MG/I.
Lf
di .;
Id
1
:►•
c/S7
/64
&7
•4
0#/
D./
2
).'cit
:/6.5
3
: 4
; /6 6
4
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PO Box 27687
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I CERTIFY THAT THIS REPORT
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DE.11 Form MR-1 I 1 1 6-1

EFFLUENT
-NPDES PERMIT NO: 7(el�% DISCHARGE NO: MONTH: ->;il/',., YEAR:
FACILITY NAME: j/- 4-/2E' / ' Y. ' CLASS:',v COUNTY:' /Z
OPERATOR IN RESPONSIBLE CHARGE (ORC) : ��� ice/ ,�l -�/li. GRADE: fir'
CERTIFIED LABORATORY: ���� �S �,� F P,9T�•F�{
PERSON (S) COLLECTING SAMPLES :7-
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Mad original and one copy to:
AT T: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh. North Carolina 2761)
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE —�
Si�natGre o1 operator +r�—re"sponsib#e
L_DATE
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ATT. Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh North Carolina 27611
PERSON (s) COLLECTING SAMPLES :
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
e fki,VelM
1 TIME 2400 CLOCK
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ATT: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh. North Carolina 27611
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
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1 TIME 2400 CLOCK
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CHECK BLOCK IF ORC HAS CHANGED
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ATT. Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh. North Carolina 2761;
PERSON (s) COLLECTING SAMPLES :
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
•
DATE
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DENT Form MR-1 II I:S4

EFFLUENT
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CERTIFIED LABORATORY:
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ATT: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27687
Raleigh. North Carolina 27611
PERSON(s) COLLECTING SAMPLES:
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
7
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DEN1 I-ortn MR-1 1 1 1; 3-1

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PERSON (s) COLLECTING SAMPLES :
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CHECK BLOCK IF ORC HAS CHANGED 1
Mail original and one copy to
ATT. Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 2 741 7
Rale,ph, North Carolina 27611
TIME 2400 CLOCK
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CERTIFIED LABORATORY:
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ATT: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27617
Raleigh. North Carolina 27611
PERSON (s) COLLECTING SAMPLES •
I CERTIFY THAT THIS REPORT
IS ACCURATE AMO COMPUTE TO
THE BEST OF MY KNOWLEDGE
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FACILITY NAME: CLASS:'% COUNTY:
OPERATOR IN RESPONSIBLE CHARGE (ORC) : 7De/7-7 ( - , GRADE:c2
CERTIFIED LABORATORY: / //'
PERSON (s) COLLECTING SAMPLES •
I CERTIFY THAT THIS REPORT
CHECK BLOCK IF ORC HAS CHANCED
Mail original and one copy to:
AT T: Central Files
Division of Environmental Manageme»»r
N C Department of NRCD
PO Box 27/17
Raleigh. North Carolina 27611
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE.
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I CERTIFY THAT THIS REPORT
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Mail original and one copy to
ATT. Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 274:7
Raleigh. North Carolina 27611
15 ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
SignEture of operator es c
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TIME 2400 CLOCK
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FACILITY NAME : �'Cj/1F' ���lC% - ,k2Y 'CLASS: COUN Y: Cl-ram �
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CERTIFIED LABORATORY: X-/12
PERSON (s) COLLECTING SAMPLES '
CHECK BLOCK IF ORC HAS CHANGED
Mail original and one copy to:
ATT: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27617
Raleigh. North Carolina 27611
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST DE MY KNOWLEDGE
X
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PERSON (s) COLLECTING SAMPLES : %i�i�r l��'
CHECK BLOCK IF ORC HAS CHANGED
Mail original and one copy to.
ATT: Central Files
Division of Environmental Managemem
N C Department of NRCD
PO Box 274t7
Raleigh, North Carolina 27611
I CERTIFY THAT THIS IEPORT
15 ACCURATE AND COMPLETE TO
THE BEST OF MY NNOWLED
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Division of Environmental Managemer,`
N C Department of NRCD
PO Box 276:7
Raleigh North Carolina 27611
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CHECK BLOCK IF ORC HAS CHANGED
Mail original and one copy to:
ATT: Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 276I7
Raleigh North Carolina 27611
I CERTIFY THAT THIS RIPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
1 TIME 2400 CLOCK 1
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Mad original and one copy to.
AT T. Central Files
Division of Environmental Management
N C Department of NRCD
PO Box 27617
Rale gh. North Carolina 27611
I CERTIFY THAT THIS REPORT
IS ACCURATE AND COMPLETE TO
THE BEST OF MY KNOWLEDGE
r I _
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TAKE ■�
United States Department of the Interior AMERICA
PRIDE IN
GEOLOGICAL SURVEY
Water Resources Division
Post Office Box 2857
Raleigh, North Carolina 27602
April 28, 1989
Mr. Thomas Horn
Teledyne Allvac
PO Box 5030
Monroe, NC 28110-053
Dear Mr. Horn:
We have enclosed a printout showing streamflow data used to estimate lowflow
data at Richardson Creek at Southern Coast Line Railroad at Moncure, NC.
Note that the streams used are outlined in red.
If you desire further information on the methods of correlation used in
making the estimate, please contact me at 919-856-4784; if an office visit
is desirable, we can make arrangements at that time.
Enclosure
rl
lf212
Sincerely,
H. Curtis Gunter
Hydrologist
■

h
5 .•
•
30QZ
Gu 7La to
clay
Estimate
indicates
l:r.timatc
therefore
1'hc crror in this estimate
and therefore only a rancc
,Approximately.
neaulatcd
SL:il. inn
No: ��Y23
Site Nu:
1 Strcamflow Conditions:
REQUEST FOR WATER -SUPPLY STATISTICS
No. O/.2_S�-2L 2
S t a t i o n Name ;L7 / c- ivA7.t? AC.-
I.0c:aLinn
Type
Station d Data Index 3
T )CLe..12_
RT Se -Leg
(� i) /Yur.i O !JC- .�
3'.' �5 c" Long 80' �. " Basin
Quad No. P-M-AAE County I%'I /,(silo'
MUG 0..300(.71 -)
Average Discharge:
Estimated using
1linimum Discharge:
Min. (7_-- day )0
Ilia. 53 day '
NRCD 1)307) 4(
II . Gv i7 clay /J
Min.
oa.ra.slq?0o
iM
pnr. ref R•"`.
LOGIM
CNTCRCO
OCNCRATCD
State "% District l?
Drainage Area _ S
cfsm. L/5
✓ / ✓
cfs. (b )
-year recurrence interval 2-cfsm.
year
recurrence interval.00Cf
u56 ANG6
./I cfs. / r:,--,
cfsm. .5 cfs.
-year recurrence interval.o;q cfsm. P' cfs.
-year recurrence interval
pvcr,a N«y,2)o7�.
c_7 IZ53i000 ' rec near
.3 to.7
-)
7.
cfsm. cfs. to - T.(
3 me oar
sq mi. Type,(--)i
)“. N River at /«/is.-1 f;Tr" D.A. a- qg sq mi. Type O 2
Oc2L2S7 Zoo,)
L,a,vs3 River a ,p:>xrf.-vflIrs D.A. c.).-S-C-; sq mi. Type o2f
�re near
letter
Tr..n::mitted by phone.
vr
J;Ls(. qe
to CA/'LA ctn.t,f:is�.:�
o � �z C oa.3)
is based on records collected at or near the site, and the rance
approximate interval in which the actual value may lie.
is based entirely on runoff observed at nearby streams and
no degree of reliability in attached.
probably exceeds accuracy
is Given.
Computed by date g
Checked by - data 9 )— t
AVM
.17(003)
0
of the method used
OS

TELEDYNE ALLVAC — MONROE PLANT
NPDES FLOW RECORDS
Month Average Flow Minimum Fftw
MGD MGD
April '88 .00279 .00003
May .000111 0
June .0016 0
July .017 0
August .064 0
September .124 .091
October .060 .017
November .048 .009
December .008 0
January '89 .049 .015
February .052 .021
March .144 .031
April .115 .020
May .099 .003
June .039 0
July .0279 0
August .0134 0
September .035 0
October .035 0
i

Date
Summary of Effluent Samples
Teledyne Allvac - Monroe Plant
Flow Nickel Nickel Fluoride
(1000 gal/day) Mg/L #/day Mg/L
4/7 148 .12 .15 -
4/8 165 .12 .17** 1.23
4/9 174 .12 .17** .92
4/19 92 .06 .05 .78
4/20 93 .16 .12 .58
4/21 164 .11 .15 .65
4/24 92 .14 .11 -
4/25 116 .12 .12 .75
4/26 113 .08 .08 .60
4/27 97 .07 .06 .72
4/28 89 .34* .25** .82
5/1 151 .23* .29** .60
5/2 164 .18* .25** .56
5/3 164 .17* .24** .56
5/4 164 .29* .40** .62
5/5 165 .29* .40** .62
5/8 146 .08 .10 .60
5/9 89 .08 .06 .59
5/10 117 .19* .19** .71
5/11 164 .12 .16 .64
7/5 109 .10 .091 -
8/8 1.9 .12 .002 1.34
9/28 57 .15 .07
Proposed limits
.157 .162
NOTE: Analyses performed by Teledyne Allvac lab which
is not certified by NRCD.
*Exceedance of proposed concentration limit, total = 7
**Exceedance of proposed mass based limit, total = 9
3.2

Flow meter installed 4/26/88
Flow meter down for repair 6/17-21/88 and 4/1-3/89 — No readings taken
During period of 4/26/88 — 4/30/89, there were 351 days when flow
measurements we•'e taken. During this period there were 36 days when
no flow was discharged. This is 10% of the time no discharge
occurred.
During this 12 months, there were periods of no discharge occurring
during five (5) of the months. Four (4) times there were periods of
no discharge for five (5) or more consecutive days.
The meter was repaired in April '89 (4/1-3/89). Since this time there
have been 66 days of no reported flow out of a total of 184 days when
flow was measured (period of 5/1-10/31/89. This is 36% of the time no
discharge occurred. During this period, there were six (6) occasions
when there were periods of no discharge for five (5) or more consecu—
tive days.
i

ee- Lola. Uestreav►"-
ca S
0 A - Lls cfs qQ'o - 6,ts cis c�A = 53 m.:, Z
c,I (owat1c. (aaci, @ o .1 l(541
W1 cktA 5d EE? t)k Pay-, t/Q
C a ups - boo - 600 At/L
/2a 10.E c-Cs TeAct
Q L. 6, l0"3 ynrc(
. CD (a/ x 5 3 1,44. z = 3. 4 `1s
q , ("2. w j
cbtxdr Qom= ,�t4 A. 4 4 Qu = .�S
0.(0s @ kld
Zl %
ors �c2. jl o W Ats
3 2- eXt 2Q(0 ba Zc-LetAd5zry, (Axel,
11.000 (b E.
-ALL) re ; e/2`� ee
3 � -
5 --Q14 - AS' c(s
: 2 / 0/
L `�Q�o- .t43 cQA :
Q,Q yS c es

TELEDYNE ALLVAC - MONROE PLANT
MONTHLY SELF -MONITORING DATA
MONTH FLOW MGD FLOURIDE MG/L NI MG/L #/DAY
Sept '89 .035 .01 .08 .023
Aug '89 .0134
July .0279
June .034 .93 .03 .008
May .099
April .115
March '89 .144 1.1 *.260
Feb .052
Jan .049 *.210 .09
DEM Sample Feb '88
Dec '88 .008 1.5 *.43
.03
Nov '88 .048
Oct '88 .060
Sept '88 .124
Aug '88 .064
July '88 ..017 2.5 .15 .02
June '88 .0016
phoJ
� May '88 .00011 .15 .001
April '88 .00279
March '88 0 .05
Feb '88 .0288
Jan '88 .0432
Dec '87 .0435 3.42 *.27 098
Nov '87 0 /

MONTH FLOW MGD FLOURIDE MG/L NI MG/L #/DAY
Oct '87 0
Sept '87 .144 1.67 *.17 **.204
Aug '87 .288
July '87 .0288
June '87 0 2.06 .08
May '87 .0144
April '87 .0288
March '87 .072 2.58 *.49 **.294
Feb '87 .0432
* exceedence of proposed concentration limit, total = 6
** exceedance of propsed mass limit, total - 3

;tic on
STATE OF, NORTH CAROLINA
BOARD OF WATER AND AIR RESOURCES'
DEPARTMENT OF.WATER AND AIR RESOURCES
208 STUDY.
DO NOT REMOV
LOW- FLOW. MEASUREMENTS OF
NORTH CAROLINA STREAMS
BY
W.1_ . YONTS
Prepared by.the Geological Survey :.
. .
United States Department of The-Interwr
In Cooperation with the:. . .
, • • ,
North CarOlina Department of Water and Atr.Resourcea
Raleigh
JULY 1971
a
1. • , .

Station No.
2-1252.01
2-1252.04
2-1252.28
2-1252.76
2-1253.1
JO I Ci",
2-1254.1
' 2-1254.56
2-1255.38
2-1255.46
• 2-1255.49
2-1255.57
'2-1255.88
2-1256.36
2-1256.98
2-1257.12
2-1257.2
Table 4.--Low—slow measurements in Atlantic Slope basins --Continued
Station Name
Little Richardson
Creek tributary 2
near Altan, N. C.
Little Richardson
Creek tributary near
Monroe, N. C.
Bearskin Creek near
Bakers, N. C.
Flag Branch near Win-
gate, N. C.
Richardson Creek near
Wingate, N. C.
Chinkapin Creek near
Monroe, N. C.
Stewarts Creek near
Monroe, N. C.
Niggerhead Creek at
U. S. Highway 74
near Marshville,
N. C.
Niggerhead Creek near
Hamilton, N. C.
Niggerhead Creek near
Fairfield, N. C.
Courdvine Creek near
Olive Branch, N. C.
Richardson Creek near
Kikers, N. C.
Cribs Creek near Burns-
ville, N. C.
Lanes Creek near
Monroe, N. C.
Lanes Creek near
Sturduvants, N. C.
Lanes Creek at Sturdu-
vents, N. C.
La
La
La
La
La
Ls
e
Location
Pee Dee River basin --Continued
Lat 34°56', long 80°31', at bridge a0.9 10-11-61
on State Highway 207, 0.2 mile
above Little Richardson Creek and
3.2 miles north of Altan, Union
County.
Lat 34°56', long 80°30' at bridge a1.3 9-22-61
on Secondary Road 2106, 0.8 mile
above mouth and 4.2 miles south-
east of Monroe, Union County.
Lat 34°59', long 80°34', 2.5 milea a16
southeast of Bakers, Union 9-23-61
10-11-61
County, and 4.3 miles above
mouth.
Lat 34°59', long 80'28' at bridge a13
4
on U. S. Highway 74, 0.2 mile 9-1-6
above Seaboard Coast Line Rail- 9-22-61
way and 1.5 miles west of Wingate, 10-11-61
Union County.
Lat 35°02', long 80°28', at bridge
on Secondary Road 1006, 0.5 mile
above Stewarts Creek and 3.5
miles north of Wingate, Union
County.
Drainage
area
(sq mi)
Date
a98 10- 3-52
10-30-52
9- 1-53
9-19-54
9-18-56
Lat 35°03', long 80°30', at bridge a8.5 11- 7-61
on Secondary Road 1627, 2.2 miles
above Stewarts Creek and 5.0
miles northeast of Monroe, Union
County.
Lat 35°02', long 80°29' at bridge a31 9-19-54
on Secondary Road 1606, 0.5 mile 9-22-61
above mouth and 5.5 miles north- 10-10-61
east of Monroe, Union County.
t 34°59', long 80°24' at bridge a1.2 9-19-54
on U. S. Highway 74, 2.0 miles 9-22-61
west of Marshville, Union County,
and 9.5 miles above south.
t 35°03', long 80°22', at bridge a15 10- 3-52
on Secondary Road 1002, 1.2 miles 10-30-52
west of Hamilton, Union County, 9-27-57
and 4.5 miles above mouth. 10- 7-57
t 35°05' lonk 80°22', at bridge a24 9-22-61
on Secondary Road 1006, 1.6 miles 10-10-61
northeast of Fairfield, Union
County, and 2.2 miles above mouth.
t 35°07', long 80°20', at bridge a8.8 9-22-61
on Secondary Road 1716, 0.4 mile 10-10-61
above mouth and 1.1 miles north-
west of Olive Branch, Union
County.
t 35°09', long 80°15', at bridge a240 10-19-66
on Secondary Road 1606, 1.8 miles
above.mouth and 5.8 miles north
of Kikers, Anson County.
t 35°08', long 80°13', at bridge a13 10-12-54
n Secondary Road 1612, 1.5 9-22-61
ilea above mouth and 2.8 miles 10-10-61
ast of Burnsville, Anson County.
Lat 35°51', long 80°26', at bridge
on U. S. Highway 601, 9.3 miles
above Barkers Branch and 9.5
miles southeast of Monroe, Union
County.
Lat 34°54' long 80°23', at bridge
on Secondary Road 1003, 3.4 miles
west of Sturduvants, Union County,
and 3.7 miles above Barkers
Branch.
Lat 34°55', long 80°21', at bridge
on Secondary Road 1005, 0.5 mile
above Barkers Branch and 1.5
miles northwest of Sturduvants,
Union County.
138
a13
3-22-61
10-11-61
a44 9-22-61
10-11-61
a56 9-22-61
9-23-64
11-11-64
9- 8-65
10-28-65
12- 9-65
Measurements
Discharge
(cfs)
0
0
0
0
0
.002
0
3.14
2.20
1.47
1.10
.42
/ 466
0
0
0
0
0
0
0
0
.31
.12
.02
.01
.002
.002
6.2
3
.0002
0
.005
0
.08
0
Date
8- 6-57
3-22-58
9- 9-58
8-20-59
Discha
(cfs)
2.27
31.5
1.57
7.92
/or s(S
.02 7-13-66 .02
3.34 4- 4-67 6.62
5.85 9-18-67 6.38,
1.80 11-14-67 .5#
.34 3- 8-68 7.9
1.27 8-28-68 .29

Station No.
Table 4.-_Low-flow measurements in Atlantic Slope basins --Continued
2-1249.58 Big Bear Creek near
Finger, N. C.
2-1249.81 Little Bear Creek near
Finger, N. C.
2-1249.98 Little Creek near
Bloomington, N. C.
2-1250.2 Big Rear Creek near
Albemarle, N. C.
Pee Dee River basin --Continued
Lat 35'21'56", long 80°20'55", at
bridge on Secondary Road 1228,
0.5 mile above mouth and 1.4
miles toutheast of Finger, Stanly
County.
Lat 35°23'05", long 80'22'18", at
bridge on State Highway 73, 0.8
mile west of Finger, Stanly
County, and 2.3 miles above
mouth
Lat 35°20'10", long 80°20'10", at
mouth and 1.8 miles west of
Bloomington, Stanly County.
Lat 35°16'49", long 80°18'10", at
bridge on State Highway 27, 2.5
miles above Stony Run and 8.0
miles southwest of Albemarle,
Stanly County.
2-1250.52 Stony Run at Red Cross, Lat 35°17'06", long 80°20'53", at
N. C. bridge on Secondary Road 1227,
1.2 miles northeast of Red Cross,
Stanly County, and 6.0 milea
2-1250,84 Stony Run near Red
Cross, N. C. above mouth.
Lat 35°16'21", long 80°19'27", at
bridge on State Highway 27, 1.8
10.3 10-14-54
miles east of Red Cross, Stanly 9-21-61
County, and 4.0 miles above 10-1100-6;
mouth.
2-1251.16 Stony Run near Saint
Martin, N. C. Lat 35°15', long 80'18', at bridge a20 10-14-54
'on Secondary Road 1970, 0.5 mfle
above mouth and 1.5 miles south- 9-21-61
'Mgr of Saint Martin, Stanly 10-10-61
2-1251.22 Big Bear Creek near County.
Gat 35°14', long 80°16', 0.8 mile
Aquadale, N. C. below Secondary Road 1969 at a96 9-21-61
old bridge site, 0.8 mile above 10-10-61
mouth and 3.0 miles northwest of
2-1251.32 Aquadale, Stanly County.
Lac 35°13', long 80°15', at bridge a2.0
on Secondary Road 1953, 0.2 mile 9-21-61
above mouth and 2.0 miles aouth- 10-11-61
2-1251.48 west of Aquadale, Stanly County.
Lat 34°57', long 80°33', at bridge a31 10-14-54
on State Highway 207, 2.0 miles 0
south of Monroe, Union County, 9-11-61 0
10- and 3.5 miles above Bearskin -61 0
2-1251.81 Richardson Creek at Creek.
Monroe, N. C. Lat 34°S8', long 80°31', at bridge a34
on Secondary Road 2102, 2.5 miles 9 29-30 .19
above Bearskin Creek and 2.5
miles southeast of Monroe, Union
2-1251.99 County.
Lat 34°55', long 80°31', at bridge a7.9 /10-11-61 on Secondary Road 2106, 2.5 miles 0
ebove Lake Monroe and 3,2 miles
northeast of Altan, Union County.
Drainage
area
(aq mi)
Measurements
Discharge
(cfe)
20.2 9-21-61 0
10-10-61 0
10,9
10-13-54
9-22-56
9-21-61
10-10-61
7.13 9-21-61
70.5
10-10-61
4-20-49
8-12-49
3-22-50
4-20-50
5-31-50
7-12-50
8-24-50
8-29-50
10- 2-50
11- 7-50
12-21-50
2- 1-51
4-23-51
6- 5-51
7-11-51
8-14-51
9-13-51
11- 8-51
1-30-52
4-16-52
5-28-52
7- 2-52
8- 6-52
0
0
0
0
.22
0
25.6 9- 9-52
1.88 9-17-52
22.8 10-28-52
16.9 12- 9-52
6.07 1-21-53
4.23 3- 9-53
16.6 4-22-53
7.19 6- 1-53
.76 10- 2-53
5.81 12- 3-53
5.75 12-29-53
11.8 2-10-54
58.0 6- 9-54
.89 9-21-61
.58 10-10-61
6.65 9-29-64
.51 4- 4-67
5.75 4-25-67
152 7- 5-67
22.9 9-18-67
7.88 11-16-67
.72 8-27-68
28.7
Long Creek tributary
2 near Aquadale,
N. C.
Richardson Creek at
State Highway 207
near Monroe, N. C.
Little Richardson
Creek near Altan,
N. C.
a Approximately,
8.40 10-14-54 0
9-21-61 .04
10-10-61 0
0
0
.001
0
0
.002
.35
.07
.21
.23
Discharge
(cfs)
5.78
3.53
3.77
12.5
83.9
56.7
21.6
2.14
16.2
1.86'
25.9
31.1
2.47
.33
.07
9.57
14.8
4.31
.46
4.91
1.79
.83