NC0023736_Wasteload Allocation_19920309

NPDES DOCIMENT !;CANNING COVER :SHEET
NPDES Permit:
NC0023736
Gunpowder Creek WWTP
Document Type:
Permit Issuance
Wasteload Allocation)
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 9, 1992
This document is printed on reuse paper - ignore any
content on the resrerse side

hRAFT REQUE
PERMIT NO.: NC0023736
PERMITTEE NAME:
FACILITY NAME:
City of Lenoir
Gunpowder Creek WWTP
NPDES WASTE LOAD ALLOCATION
Facility Status: Existing
Permit Status: Renewal4((/4 CAVO (
Major Minor
Pipe No.: 001
Design Capacity: 1.2 MGD
Domestic (% of Flow): 75.0 %
Industrial (% of Flow): 25.0 %
Comments:
Flow limit is presently 1.0 MGD. Percent flows are based on 1.2 MGD
flow and pretreatment information.
RECEIVING STREAM: Gunpowder Creek
Class: C
Sub -Basin: 03-08-32
Reference USGS Quad: _ D 13 SW
County: Caldwell
Regional Office:
yen v_ille. Regional Office
(please attach)
Previous Exp. Date: 6/30/95 Treatment Plant Class: Class IV
Classification changes within three miles:
Requested by:
Prepared by:
Reviewed by:
Rosanne Barona
PLOTTED
Date: 11/27/91
Modeler
Date Rec.
likZ41(
Drain ge rea (mi2 ) 2.9 Avg. Streamflow (cfs): 18
(oG, 3I
7Q10 (cfs) 5. O Winter 7Q10 (cfs) 4.3 30Q2 (cfs) 5.S
Toxicity Limits: IWC 38 % Acutet_hronic q p/F
Instream Monitoring: (se6 ttSgtetKe ra•t75 Fog ADDtTtc Jf i. LaSrrz ,,, /ko.JtraatAK�
ce N �uorioNAL-
Parameters . 0• , Tt PeizA-rwee, l 1, co�L ce mpttcn\itr`f
Upstream Y Location Ar u--rrsr lco (tursceu q,,t
Downstream Y Location o'. 4uNPowDtP.. Ca BeFoge SrAin-
oFot.DMtt.t.PoND VR. AT 5.Rtoo2
Ad
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
30
NH3-N (mg/1)
6,04troa
Mont t ro2
D.O. (mg/1)
5
S
TSS (mg/1)
3 G
30
F. Col. (/100 ml)
zoo
zo 0
PH(SU)
C,_9
6-9
TP (0121/L')
rkortt-roa
ntonit'roif-
Aworrog.-
Ato+.'t•rotz-.
TfJ CMft):
CAcottt,tnn Cp../t)•
S.2.
131
6.2.
C igoAuum (/i /!L):
t 3 j
Nu C (Z =
t,�no Cp /J,')
2.3D
65
230
4,5
Cyrtal De (µ.A/L) :
13
13
DE OitLa.
i:c:—..,i r...,•,.o.,... M
4.1
•t rin
4 .-7
rex AR0
rMfnto 2/7.02..
Parameters: TN, TP, Chlorophyll a, pH, Temp, DO, conductivity
2./mo, n1, MAY ^ Seer.
Upstream location: at least 100 ft upstream
Downstream location: 1) on Gunpowder Creek before start of Old Millpond or at SR 1002
2) at SR 1107 in the pooled area of Old Millpond

RECEIVED
Water Quality S Stun
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Lenoir Gunpowder Creek
NC0023736
75% dom/25% industrial
Existing
Modification
Gunpowder Creek
C
030832
Caldwell
ARO
R. Barona
11/27/91
D13SW
FFB 1 0 1P9Z
Request # 663 lsheville Regional Oli�+tia
.3sthevil e, North Carotiri
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
0214166685
1991
12.9
3.0
4.3
18.0
5.8
38.3
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
The City of Lenoir wishes to increase their flow from 1.0 to 1.2 MGD. The facility has been
having I/I problems. No modification to the facility is planned (i.e. no new construction).
New model has taken into account Old Millpond downstream. The facility would receive a more
stringent NH3-N limit whether this limit was based on ammonia toxicity or D.O. constraints. TP
and TN limits will not be imposed at this time since the facility is not actually expanding its plant.
However, the facility should perform monitoring to asses,the impacts of the discharge to the
Millpond before the real expansion takes place.
The facility is currently meeting its limits with the exception of flow. Instream data is O.K.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
Date: it 2-V i z
Date:
Regional Supervisor: Date:
Permits & Engineering: 6 Date:
RETURN TO TECHNICAL SERVICES BY: N1AR 0 6 1992
4 frt Ues-ems. i1
a
yg5 , . To
PAg4RAPd z/ s660,.Jo
i5't4N6v rtA1TFtG-(S
t 5AP'aJ'c,Fa i

2
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 1.0 1.0
BOD5 (mg/1): 30 30
NH3N (mg/1):
DO (mg/1): 5 5
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
TP: monitor monitor
TN: monitor monitor
Toxicity testing at 35%
Limits based on WLA 11/89
Recommended Limits:
sum win
Wasteflow (MGD): 1.2 1.2
BOD5 (mg/1): 30 30
NH3N (mg/1): 2.3 5.5
DO (mg/1): 5 5
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
Residual Chlorine (1.1g/1): **
TP (mg/1): ++ monitor monitor
TN (mg/1): ++ monitor monitor
** Facility is required to monitor residual chlorine. If any modification is made to the plant a
chlorine limit of 28 ug/1 would have to be met. The facility should be prepared to meet this limit in
the future.
++ Instream monitoring will be required for these parameters also.
Limits Changes Due To: Parameter(s) Affected
Change in wasteflow NH3-N
New model has taken into account the Old Millpond downstream. Even if NH3-N limits were not
based on toxicity, a stringent ammonia limit would be implemented due to D.O. constraints.
CBOD/BOD5=2, NBOD/NH3-N=4.5
(See page 4 for miscellaneous and special conditions, if applicable)

3
TOXICS/METALS
Type of Toxicity Test: Chronic
Existing Limit: Qtrly P/F at 35%
Recommended Limit: Chronic P/F at 38%
Monitoring Schedule: Qtrly P/F
Existing Limits
Daily Max.
Cadmium (ug/1): 5.7
Chromium (ug/1): 144
Copper (ug/1): monitor
Nickel (ug/1): 253
Lead (ug/1): 72
Zinc (ug/1): monitor
Cyanide (ug/1): 14
Silver (ug/1): monitor
Recommended Limits
Wasteflow (MGD): 1.2
Cadmium (ug/1): 5.2
Chromium (ug/1): 131
Copper (ug/1): monitor
Nickel (ug/1): 230
Lead (ug/1): 65
Zinc (ug/1): monitor
Cyanide (ug/1): 13. 0
M
Silver (ug/1): monitor
FL.uoP E (m/t) : 4.9
Limits Changes Due To:
Change in wasteflow
New pretreatment information
APA
3(20 lag -
C66 lJrr 5 ji, E-DttJ4 Phi.-Ta tJ
Parameter(s) Affected
All metals
All metals
Fes►
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

4
INSTREAM MONITORING REQUIREMENTS
Upstream Location: at least 100 ft upstream
Downstream Location: on Gunpowder Creek before start of Old Millpond or at SR1002
Parameters: Fecal coliform, D.O., temperature, conductivity
NOTE: Where instream eutrophication is expected and/or where effluent nutrient limits have been
assigned the following instream monitoring scenario is recommended. [ref. SOP/eutrophication
procedures] .
Upstream Location: at least 100 ft upstream
Downstream Location: 1) onG �S der 'reek before start of Old Millpond oat I�1002
2 ' pooled area o� 0(I `i� A.cv
Parameters: TN, TP, Chlorophyll H Te 1)d n
a v40,411„ Ma tAn�jln '
-`mil MISCELLANEOUS INFOR.11'71ATION & SPECIAL CONDITIONS
Adequacy of Exiting Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met? 06 — /V
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
See r o a t-a.G i W 3— A/
If no, why not?
Special Instructions or Conditions
r AT 'MO s Ytivia
Wasteload sent to EPA? (Major) tS (Y or N) No. Not at this time.
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? Y (Y or N) If yes, explain with attachments.
Graph of BOD5 vs. NH3-N showing all limit scenarios is attached.

Facility Name LG-r`!of*fz - (At1k1 WDti-2 WIAITP Permit # (4C00 2.3777L Pipe #
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 3B % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
quarterry monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of
j 4 Stu4, Sep /)Sc . Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as wells all doselresponse data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement Will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 3.0 cfs
Permitted Flow t .2. MGD
IWC 36. 3 %
Basin & Sub -basin rThte32. (Cre 32.)
Receiving Stream 6,10Povvt¢..-
County CAu,wEu...
Recommended by:
,i C1 it914#7.--'
Dare 1/2?I cM
QCL PIF Version 9191

74,
03
(o
"Do ' 5
Facility
Summer/Winter (circle one)
1 IIfl11H11111111-- i iuiiii:n
IiIIOhIIIII1IIllIIIIIIiIiI1IIiiiiI
IIIIIIIIIIIIOhIIIIIIIIIIIIiiII11
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moompuounnolopou
Illi�i:i!llNiilllttllRliN!�1lN
II IIIIIIIIIIIIIIUhIIIU!iIII1lIlIU
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=3 slip (mg/1)
Potential effluent limit combinations:
1).0.
4
BOD5
NH3•N -
I2.
13
i6
N0T,3=0
DO '

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
MEMORANDUM
TO:
THROUGH:
FROM:
November 13, 1991
M. Dale Overcash, P.
NPDES Permits Group
Forrest R. Westal
Water Quality Region lf'Supervisor
E., Supervisor
Paul R. White, P. E.
Environmental EngineCr
Ann B. Orr
Regional Manager
SUBJECT: Lenoir Gunpowder Creek Permit No. NC0023736
Permit modification for flow increase
Caldwell County
Enclosed is the staff report for the Lenoir - Gunpowder Creek
Wastewater Treatment Plant request for flow increase. The following is
provided for background information:
The City of Lenoir approached the Division concerning the
possibility of increasing the permitted flow of the Gunpowder
Creek Plant earlier this year.. A speculative Waste Load
Allocation was done to determine what effluent limitations would
be effected by flows up to 1.5 mgd. Initial work indicated that
significantly stricter limits would be placed on a permit for this
flow. Due to commitments related to annexations by the City of
Lenoir, the City began to investigate an interim flow limit which
could be supported with no treatment plant modifications.
Historical monitoring data indicated no flow related limit
violations (other than flow) unless the flow exceeded 1.3 mgd. It
was agreed verbally that we could support a flow limit of 1.2 mgd
with no plant modifications and with no other effluent limitations
changes. Any further increase, however, would require major plant
modifications to accommodate stricter effluent limitations.
This will provide some relief from flow limit violations while allowing
previously committed f�.ows to tie on. This will also provide some lead
time to allow the City to plan ahead on how to handle future flows in
this area.
If you have any questions, please call.
Interchange Building, 59 \Voodfin Place, Asheville, Ni( 28801 • Telephone 704 251-(208
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TOXICS REVIEW 01/23/92
ver 3.0
Facility: Lenoir WWTP
NPDES Permit No.: NC0023736
Status (E, P, or M): m
Permitted Flow: 1.20 mgd
Actual Average Flow: 0.85 mgd
Subbasin: '030832
Receiving Stream: Gunpowder Creek
Stream Classification: c
7Q10: 3.00 cfs
IWC: 38.3 %
PRETREATMENT DATA-- ------------- ---- EFFLUENT DATA ..--
ACTUAL ACTUAL PERMITTED 1 I
or Ind. + Ind. + 1 ACTUAL ACTUAL I
Default ACTUAL Domestic PERMITTED Domestic 1 Maximum Weekly 1
Standard Acute 1 Removal Allowable Domestic Industrial Total Industrial Total 1 Daily Average 1
Pollutant AL Criteria 1 Eff. Load Load Load Load Load Load 1 Value Value 1
(ug/1) (ug/1) 1 % (#/d) (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (ug/1) 1
Cadmium S 2.0 1.79 I 50% 0.09 0.0075 0.0075 0.0100 0.0100
Chromium S 50.0 984 1 72% 4.15 0.1500 0.1500 0.9050 0.9050
Copper AL 7.0 9.2 1 85% 1.09 0.3744 0.3744 0.3390 0.3390
Nickel S 88.0 789 1 17% 2.47 0.0639 0.0639 1.2740 1.2740
Lead S 25.0 34 1 52% 1.21 0.0531 0.0531 0.3590 0.3590
Zinc AL 50.0 65 1 78% 5.28 0.3899 0.3899 1.2350 1.2350
Cyanide S 5.0 22.0 1 66% 0.34 0.0114 0.0114 0.0320 0.0320
Mercury S 0.012 2.4 1 67% 0.00 0.0022 0.0022 0.0000
Silver AL 0.060 1.2 I 62% 0.00 0.0198 0.0198 0.2000 0.2000
Selenium S 5.0 20 1 80% 0.58
Arsenic S 50.0 360 1 80% 5.81
Phenols S NA
ANALYSIS RESULTS =
1 Monitor / Limit / Special Condition*
I Allowable Allowable' Predicted Predicted 1
I Effluent Effluent 1 on ACTUAL on PERMIT.' Actual Actual 1 INSTREAM MONITORING
Bkg 1 Conc. Conc. 1 Influent Influent 1 ACTUAL PERMITTED Daily Max. Wk. Avg. 1 Based on Based on
Pollutant Conc. 1 CHRONIC ACUTE 1 Data Data 1 Influent Influent Effluent Effluent ' Actual Actual
(ug/1) 1 (ug/1) (ug/1) 1 (ug/1) (ug/1) 1 Loading Loading Data Data 1 Daily Max. Wk. Avg.
Cadmium S 1 5.226 4.677 1 0.530 0.706 1 Limit Limit
Chromium S 1 130.645 2571.933 1 5.934 35.804 1 Monitor Limit
Copper AL 1 18.290 24.091 1 7.935 7.185 1 Monitor Monitor
Nickel S 1 229.935 2061.581 1 7.494 149.408 1 Monitor Limit
Lead S 1 65.323 88.264 1 3.601 24.348 1 Monitor Limit
Zinc AL 1 130.645 169.943 1 12.120 38.390 1 Monitor Monitor
Cyanide S 1 13.065 57.484 1 0.548 1.537 1 Monitor Limit
Mercury S 1 0.031 6.271 1 0.103 0.000 1 Limit
Silver AL 1 0.157 3.214 1 1.063 10.738 1 Monitor Monitor
Selenium S 1 13.065 52.258 1 0.000 0.000 1
Arsenic S 1 130.645 940.645 1 0.000 0.000 1
Phenols S 1 0.000 0.000 1 0.000 0.000 1

(Apotr2 WO?
C 1 CV O_ 1. l 0 r1
St r C ct M: i u n� Po w t7'cr2 C�R.E.6(z-
ai(1 Ste. m
elcv
II2o
I(00
1000
curvy
di st
0
1.2
2.
ft 417 5� 1
So e Calcula1ionS
P
112.o - 100 = .1e,2i
I4v-104-0
1.0
1040-to20
3.2-
Cam. 25
01-o "8.3
i

Facility
1
Le/Jo/2 MJ p Wastef low (MGD)
Summer/Winter (circle one)
11111 ..I-. ••111111 - '
•
• memi•111111111.411114111
■
I• .o I
t zitz,. 4 s to 7 e
11
�1
111
t
■
i
■
A I
0 r ►
io tt 12. 13 14 15
a.-r va NH3—N (Mg/1)
:24 ,24 3
Potential effluent limit combinations:
D. o, BOD5 NH3.N ._
D.d.
(rA% _ S.03 rd!L)
1

W}IOLEEFFLUL )XICfI-YTESTING OISELF-MONITORING SUMMARY] Mon, Nov 18, 1991
PAClLTTY
LIDBETfEER OIL CO/N11110 AMOCO
NPDESg: NC0080110
County: MCDOWEU. Region:ARO
PP:0.00➢
7Q10: 0.0 IWC(%):100
REOUIRP,MENT
PERMIT 0 IRONIC UM IT:99%(ORAll)
Begin: 8/1/91 Frequency: Q PA' A
Months: MAR JUN SEP DEC
SOC/JOC Reg:
YEAR JAN ¶'EB MAR APR MAY JUN JUL AIJO
'87
'88
'89
'90
'91
LEDBETTER OIL COMPANY
NPDES8: NC0078280
County: MITCHE1.L Regina ARO
PP: 0.007
7Q10: 0.0 IWC(%):100
LENOIR WWTP
NPDES#: N00023981
County: CALDWELL Region: ARO
PF:4.08
7Q10: 93 IWC(%):40.43
PERMIT CHRONIC LIMIT:99% (GRAB)
Bcguc 6/28/90 Frequency Q P/P A
Months: FEB MAY AUG NOV
SOC/10C Req:
PERMIT CHRONIC LMIT:40%
Begin: 7/l/87 F,oquency. Q P/P
Months: AUG NOV FEB MAY
SOC/10C Req:
'87
'88
'89
'90 - NR
'91 NR NR 11 - FAR, FAIL FAIL NR
LENOIR-GUNPOWDER W WTP
NPDES8: NC0023736
County: CAIDWELL Region: ARO
PP:1.00
7Q10: 290 IWC(%):34.83
PERMIT CHRONIC LIMIT:35%
B4re7/1/90 Frequency: Q P/P A
Murtha: MAR JUN SEP DEC
SOC/10C Rol:
LEXINGTON REGIONAL WWI?
NPDES8: NC0055786
County: DAVIDSON Region: WSRO
PF:550
7 Q 10: 6.70 I W C(%): 55.99
PERMIT CHRONIC LIMIT:56%
Bogite 6/l/89 F oqueney Q P/P A
Months: FEB MAY AUG NOV
SOC/JOC Rog:
SEP OCT NOV DFC
NR
NR NR NR NR
FAIL
'87 - - - - - - (NR) - - (-) - -
'88 (-) - - (-) - - - NR 80.3 NONE NONE NONE
'89 NONE NONE NONE NONE NR PAIL - FAIL - - PASS -
'90 - PASS - - PASS - - PASS - - LATE PASS
'91 - PASS - - PASS - - PASS -
'87
'88 - - - - - - - 63 NR NR NR NR
'89 NR NONE NR NR NONE 17.7 35.2 NONE NONE NONE NONE NONE
'90 NR NR PASS - - PASS - - PASS - - PASS
'91 - - PASS - - PASS - - PASS
'87 - - - - - - - - - - NONE
'88 NONE NONE NONE NONE NONE PASS - - FAIL P,F - PASS
'89 - - PASS - PASS PASS - PASS - - PASS PASS
'90 PASS - - NR PASS PASS - NR NR NR PASS -
'91 - PASS - - PASS PASS - PASS -
- - - - - - - FAIL( - - FAIL!
- FAILI - - FAIL( - - NR - - FABI
- - I'AII.f FA II f I'AB.I PAUJ - PAB.f,ht PAB.f PABJ FAIT!
I'All.f l'AII.f I'AII.II'AI PAIL( I'AIII 1'AII.( VAII.( I'AII.( I'AII.(
LIBERTY FABRICS
NPDES8: N(0023710
County: MARTIN
PP: 0.450
7Q10: 1200
PERMIT ACUTE UMIT:NO ACUTE (FI3ID)
Begin:4/1/91 Fmqucarp• Q P/P A
Region: WARO Months: MAR JUN SEP DEC
SOC/10C Rog:
IWC(%):0.06 SOC-7/2/91.11/30/92-SAME AS PERMIT BUT NO LIMIT.
LIOGET AND MEYERS TOBACCO 031&005
NPDES/: N00003247
County: DURHAM Region: RRO
PP:
7Q10: 0.00 I W C(%):100.00
LETTR Ae TRGT:SIGNIF MORT REDUC (005-D 9/89)
Bcgits 8/1/88 lioquatcy. M
Months:
SOC/JOC Rtq:
'87
'88 -
'89 -
'90 PAIL(
)1 I'AII.(
'87
'88 -
'89 36.4,NR
'90 -
91 -
LBLINGTON W WTP
NPDES8: N00021636
County: HARNETT Region FRO
PP:0.48
7Q10: 550.0 IWC(%):0.13
PERMIT ACUTE LIMIT:NO ACUTE (MID)
Begone 8/15/91 PmquatcY, Q PIP A
Months: JAN APR JUL OCT
SOC/JOC Reel:
- - - - - - 17,10 LATE 38.5,8 6.,NR 77,NR
29.6,NR 55.2,NR 71.5,NR 20.0,NR 14.1,NR 38.9,NR 2L.4,NR NR 76.5 19.5 11?
'87
'88 - - - - - - - - - PASS( -
'89 PASS( - - PASS[ - - PASS( - - PASS( -
'90 PASSE - - NR PASSE - PASS( - - PASS( -
'91 PASS( - - PASS( - - PASS( - -
LINCOLNTON W WTP
NPDES8: NC0025496
County: LINCOLN Region: MRO
PF: 6.0
7Q10:77.00 1WC(%k 10.78
PERMIT CHRONIC LIMIT:11%
Regime 4/1/89 Fmqumcr Q P/P
Months: MAR JUN SEP DEC
LINV ILLR LAND HARBOR
NPDFSII: NC0022756
County: AVERY Ragicn: ARO
PP: 0.225
7Q10: 4.7 IWC(%):6.91
SOC/JOC Req:
'88 - - NR 74.4 NONE NONE 75.6
'89 1.7 - NO- NE - PASS NR - - PASS - - PASS
'90 - - bt - PASS PASS - - PASS - - bt
'91 PASS - PASS - - PASS - - PASS
LETTER CHRONIC TARGET: 7.0% '87 - - - - - - - 75 62
Bcgin:6/26/91 Frequency: SA '88 96 30 P20 NR NR 17.5 FAIL >90 NONE NONE NONE NONE
Months: APR OCT '89 FAR- - - PASS - - FAIL - FAIL PASS - -
SOC/JOC Req: '90 PASS - - PASS - - bt - - PASS
'91 PASS - - bt PASS - - - - FAIL
0 2consecutive figures . significant noncomplimca '1 Pre1987 data avaUsble
LEGEND:
PP.'Ptrmitbd Bow (MGD), 7Q10=Receiving swum low Oow criterion (c8), 1WC%=bstrearn waste concentration, Begin=Just month requited, Fmquen y (Monitoring frequency): IQ-Quaaerly; M-Mr.Wdy; BM -Bimonthly; SA -Semiannually; A -Annually;
OWD-Only rchen discharging; 0-Discontinued monitoring requirement; IS -Conducting independent study], P/F=Pasr1/FaU chronic bioassay, Ac=Acute, Chr=Quonic, Acquuterly monitoring increases to monthly upon single failure,
(Data Notation): (f•Pattoad Minnow, •.Ceriodapinla ap., my.Mysid shrimp, ChV.Chronie value, P=•Matality of stated percentage at highest concentration, at=Performed by DEM Aq Toot Group, bt=Bad test),
(Reporting Notation): (--Data not required. NR.Not reported, ( ).Begcuung of Quarter], (Facility Activity Status): I1.1rsctive, N=Newly bsued(To construct), I !=Active but not discharging'
30

i
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
February 20, 1992
MEMORANDUM
TO: Trevor Clements, Assistant Chief
Technical Support Branch 1 ..�.-•m� �" "`
Ann B. Orr
Regional Manager
RiFPFIVED
FEB 241992
ITIChtawki. UMW U T BRANCt
11.
THROUGH: Roy M. Davis, Regional Supervisor
Division of Environmental Management
Forrest R. Westa
Water Quality Reg f9'} Q/Supervisor
FROM: Paul R. White, P. E.
Environmental Engineer.
SUBJECT:
Proposed. Waste Load Allocation.
City of Lenoir. Gunpowder Creek WWTP
NPDES Permit No. NC0023736
Caldwell County
k•C`(
We have reviewed the proposed waste load allocation for the
Gunpowder Creek Wastewater Treatment Plant at Lenoir. This memo
summarizes the approach. which has been taken. Based on previous
conversations which have taken place with the personnel of the
Asheville Regional Office, Technical Support Branch, Permits and
Engineering, and Mr. Steve Tedder, current limits would remain
essentially unchanged. for an increase in permitted flow to 1.2 mgd
until the permit expiration date June 30, 1995. This would allow the
City of Lenoir to act on previous commitments related to annexation.
This three years of lead time will allow the City of Lenoir to plan for
these more restrictive limits.
The limits based on modeling, proposed in the enclosed waste load
allocation dated January 28, 1992, are in line with this strategy with
the exception of NH3-N. There are minor changes in toxics and metals,
but these are not anticipated to pose a problem. Although the
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Trevor Clements
Memorandum
February 20, 1992
Page Two
Gunpowder plant has a two stage configuration, it has not been
demonstrated that this plant can be operated to consistently meet the
proposed NH3-N limits. NH3-N values in the effluent for 1991 ranged
from 1.2 mg/1 to a maximum monthly average of 7.9 mg/1. For this
reason the NH3-N limit should be "phased in", taking effect July 1,
1995. This will allow one year for additional data collection and two
years to make the necessary plant modifications to meet future limits.
I have enclosed a copy of a memo which accompanied the staff
report relating to increasing the flow limit from 1.0 mgd to 1.2 mgd.
If you would like to discuss this further, please call.
Enclosure
xc: Steve Tedder

MODEL RESULTS
Discharger : LENOIR-GUNPOWDER CRK
Receiving Stream : GUNPOWDER CREEK
WINTER
QEFF=1.2 MGD, BOD5=30 MG/L,
NH3-N=5.5 MG/L
The End D.O. is 10.29 mg/l.
The End CBOD is 0.00 mg/l.
The End NBOD is 0.00 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.94 5.10 8
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2 9.24 0.00 1
Reach 1
Reach 2
Reach 3
60.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
24.80 5.00 1.20000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : LENOIR-GUNPOWDER CRK Subbasin : 030832
Receiving Stream : GUNPOWDER CREEK Stream Class: C
Summer 7Q10 : 3.0 Winter 7Q10 : 4.3
Design Temperature: 14.0
ILENGTHI SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka I Ka 1 KN 1
I mile 1 ft/mil fps 1 ft Idesign l @204 Idesign l @204 Idesignl
I I 1 1 1 1 1 1 I
Segment 1 1 2.30I 18.201 0.363 1 1.02 1 0.24 1 0.32 110.43 111.881 0.19
Reach 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 1.60I 11.101 0.341 1 1.17 1 0.21 1 0.27 1 5.98 I 6.811 0.19
Reach 2 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 1 1 0.401 6.251 0.299 1 1.31 1 0.18 10.24 1 2.96 1 3.371 0.19
Reach 3 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 1 1 0.051 6.251 0.341 1 1.46 1 0.18 1 0.24 1 2.43 1 2.771 0.19
Reach 4 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 1 1 0.051 3.001 0.276 1 1.63 1 0.17 1 0.22 1 0.94 1 1.071 0.19
Reach 5 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 1 1 0.05I 1.001 0.200 1 1.91 1 0.16 10.21 1 0.88 I 1.00I 0.19
Reach 6 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 1 1 0.501 0.101 0.008 13.50 1 0.15 1 0.20 1 0.50 I 0.571 0.19
Reach 7 1 I 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.501 0.101 0.004 1 7.00 1 0.15 1 0.20 1 0.25 1 0.291 0.19
Reach 8 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.50I 0.101 0.003 110.50 1 0.15 1 0.20 1 0.18 I 0.201 0.19
Reach 9 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 2 1 0.501 0.101 0.002 114.00 1 0.15 1 0.20 1 0.18 I 0.201 0.19
Reach 1 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 2 1 0.501 0.101 0.002 117.50 1 0.15 1 0.20 1 0.18 1 0.201 0.19
Reach 2 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 2 1 0.151 0.101 0.001 I18.60 1 0.15 1 0.20 1 0.18 I 0.201 0.19
Reach 3 1 1 1 1 1 1 1 1 I

Flow I CBOD I NBOD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 1.860 1 60.000 124.800 1 5.000
Headwaters) 3.000 1 2.000 I 1.000 1 9.280
Tributary i 0.000 1 2.000 I 1.000 I 9.280
* Runoff 1 0.700 1 2.000 1 1.000 1 9.280
Segment 1 Reach 2
Waste ) 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.000 1 2.000 I 1.000 I 9.280
* Runoff 1 0.700 1 2.000 1 1.000 1 9.280
Segment 1 Reach 3
Waste ) 0.000 1 0.000 I 0.000 ) 0.000
Tributary I 0.000 1 2.000 i 1.000 I 9.280
* Runoff 1 0.700 1 2.000 1 1.000 1 9.280
Segment 1 Reach 4
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 3.100 1 2.000 I 1.000 I 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 1 Reach 5
Waste ) 0.000 1 0.000 1 0.000 I 0.000
Tributary I 0.000 I 2.000 1 1.000 I 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 1 Reach 6
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary ) 0.000 1 2.000 I 1.000 1 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 1 Reach 7
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.000 1 2.000 I 1.000 1 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 1 Reach 8
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.000 I 2.000 I 1.000 1 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 1 Reach 9
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.000 1 2.000 1 1.000 ) 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280

Segment 2 Reach 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Headwaters i 0.000 1 2.000 1 1.000 I 9.280
Tributary 1 0.000 I 2.000 1 1.000 1 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 2 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.330 1 2.000 1 1.000 1 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
Segment 2 Reach 3
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 i 2.000 1 1.000 1 9.280
* Runoff 1 0.100 1 2.000 1 1.000 1 9.280
* Runoff flow is in cfs/mile

I Seg # I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reach # I Seg Mi I D.O.
1 0.00 7.64
1 0.23 8.33
1 0.46 8.78
1 0.69 9.08
1 0.92 9.28
1 1.15 9.41
1 1.38 9.51
1 1.61 9.58
1 1.84 9.63
1 2.07 9.67
1 2.30 9.70
2 2.30 9.70
2 2.46 9.66
2 2.62 9.64
2 2.78 9.62
2 2.94 9.60
2 3.10 9.59
2 3.26 9.59
2 3.42 9.59
2 3.58 9.59
2 3.74 9.59
2 3.90 9.59
3 3.90 9.59
3 3.94 9.58
3 3.98 9.56
3 4.02 9.55
3 4.06 9.54
3 4.10 9.53
3 4.14 9.52
3 4.18 9.51
3 4.22 9.50
3 4.26 9.49
3 4.30 9.48
4 4.30 9.42
4 4.31 9.42
4 4.31 9.42
4 4.32 9.42
4 4.32 9.42
4 4.33 9.42
4 4.33 9.42
4 4.34 9.42
4 4.34 9.42
4 4.35 9.42
4 4.35 9.42
5 4.35 9.42
5 4.36 9.41
5 4.36 9.41
5 4.37 9.41
5 4.37 9.41
5 4.38 9.41
5 4.38 9.41
5 4.38 9.40
5 4.39 9.40
5 4.39 9.40
5 4.40 9.40
6 4.40 9.40
I CBOD I
24.20
23.27
22.40
21.58
20.81
20.09
19.41
18.77
18.16
17.58
17.03
17.03
16.68
16.34
16.01
15.69
15.38
15.08
14.79
14.51
14.24
13.97
13.97
13.91
13.85
13.78
13.72
13.66
13.59
13.53
13.47
13.41
13.35
10.14
10.14
10.14
10.14
10.13
10.13
10.13
10.13
10.13
10.12
10.12
10.12
10.12
10.12
10.11
10.11
10.11
10.11
10.11
10.10
10.10
10.10
10.10
WINTER 11
QEFF=1.2 MGD, BOD5=30 MG/L,
NH3-N=5.5 MG/L
NBOD I Flow I
10.11 4.86
9.74 5.02
9.40 5.18
9.08 5.34
8.78 5.50
8.50 5.66
8.23 5.83
7.98 5.99
7.74 6.15
7.51 6.31
7.30 6.47
7.30 6.47
7.15 6.58
7.01 6.69
6.87 6.81
6.74 6.92
6.61 7.03
6.49 7.14
6.37 7.25
6.26 7.37
6.14 7.48
6.03 7.59
6.03 7.59
6.01 7.62
5.98 7.65
5.95 7.67
5.92 7.70
5.90 7.73
5.87 7.76
5.84 7.79
5.82 7.81
5.79 7.84
5.77 7.87
4.42 10.97
4.42 10.97
4.42 10.97
4.42 10.97
4.42 10.97
4.41 10.97
4.41 10.97
4.41 10.97
4.41 10.97
4.41 10.97
4.41 10.97
4.41 10.97
4.41 10.98
4.41 10.98
4.41 10.98
4.41 10.98
4.40 10.98
4.40 10.98
4.40 10.98
4.40 10.98
4.40 10.98
4.40 10.98
4.40 10.98

1 6 4.40 9.40 10.10 4.40 10.98
1 6 4.41 9.39 10.09 4.40 10.98
1 6 4.41 9.39 10.09 4.39 10.98
1 6 4.42 9.39 10.09 4.39 10.98
1 6 4.42 9.39 10.09 4.39 10.98
1 6 4.43 9.38 10.08 4.39 10.98
1 6 4.43 9.38 10.08 4.39 10.98
1 6 4.44 9.38 10.08 4.39 10.98
1 6 4.44 9.38 10.07 4.39 10.98
1 6 4.45 9.37 10.07 4.38 a0.99
1 7 4.45 9.37 10.07 4.38 10.99
1 7 4.50 8.74 9.50 4.08 10.99
1 7 4.55 8.27 8.96 3.79 11.00
1 7 4.60 7.93 8.45 3.53 11.00
1 7 4.65 7.68 7.97 3.28 11.01
1 7 4.70 7.52 7.52 3.05 11.01
1 7 4.75 7.43 7.09 2.84 11.02
1 7 4.80 7.39 6.69 2.64 11.02
1 7 4.85 7.39 6.31 2.45 11.03
1 7 4.90 7.42 5.95 2.28 11.03
1 7 4.95 7.47 5.62 2.12 11.04
1 8 4.95 7.47 5.62 2.12 11.04
1 8 5.00 7.16 5.00 1.84 11.04
1 8 5.05 6.99 4.45 1.59 11.05
1 8 5.10 6.94 3.96 1.38 11.05
1 8 5.15 6.98 3.53 1.19 11.06
1 8 5.20 7.07 3.14 1.03 11.06
1 8 5.25 7.21 2.80 0.89 11.07
1 8 5.30 7.37 2.49 0.77 11.07
1 8 5.35 7.55 2.22 0.67 11.08
1 8 5.40 7.74 1.97 0.58 11.08
1 8 5.45 7.92 1.76 0.50 11.09
1 9 5.45 7.92 1.76 0.50 11.09
1 9 5.50 8.01 1.51 0.41 11.09
1 9 5.55 8.12 1.29 0.34 11.10
1 9 5.60 8.25 1.11 0.28 11.10
1 9 5.65 8.40 0.95 0.23 11.11
1 9 5.70 8.55 0.81 0.19 11.11
1 9 5.75 8.70 0.70 0.16 11.12
1 9 5.80 8.85 0.60 0.13 11.12
1 9 5.85 8.99 0.51 0.11 11.13
1 9 5.90 9.12 0.44 0.09 11.13
1 9 5.95 9.24 0.38 0.07 11.14
2 1 0.00 9.24 0.38 0.07 11.14
2 1 0.05 9.41 0.30 0.06 11.14
2 1 0.10 9.56 0.24 0.04 11.15
2 1 0.15 9.68 0.19 0.03 11.15
2 1 0.20 9.79 0.15 0.02 11.16
2 1 0.25 9.88 0.12 0.02 11.16
2 1 0.30 9.95 0.10 0.01 11.17
2 1 0.35 10.02 0.08 0.01 11.17
2 1 0.40 10.07 0.06 0.01 11.18
2 1 0.45 10.11 0.05 0.01 11.18
2 1 0.50 10.15 0.04 0.01 11.19
2 2 0.50 10.12 0.10 0.03 11.52
2 2 0.55 10.14 0.08 0.03 11.52
2 2 0.60 10.16 0.06 0.02 11.53
2 2 0.65 10.18 0.05 0.01 11.53
2 2 0.70 10.20 0.04 0.01 11.54
2 2 0.75 10.21 0.03 0.01 11.54

I
2 2 0.80 10.23 0.03 0.01 11.55
2 2 0.85 10.24 0.02 0.01 11.55
2 2 0.90 10.25 0.02 0.00 11.56
2 2 0.95 10.26 0.01 0.00 11.56
2 2 1.00 10.27 0.01 0.00 11.57
2 3 1.00 10.27 0.01 0.00 11.57
2 3 1.01 10.27 0.01 0.00 11.57
2 3 1.03 10.28 0.01 0.00 11.57
2 3 1.04 10.28 0.01 0.00 11.57
2 3 1.06 10.28 0.01 0.00 11.57
2 3 1.07 10.29 0.01 0.00 11.57
2 3 1.09 10.29 0.01 0.00 11.57
2 3 1.10 10.29 0.01 0.00 11.58
2 3 1.12 10.29 0.01 0.00 11.58
2 3 1.13 10.29 0.00 0.00 11.58
2 3 1.15 10.29 0.00 0.00 11.58
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

MODEL RESULTS
Discharger : LENOIR WWTP
Receiving Stream : GUNPOWDER CREEK
SUMMER
LENOIR - NO EFF AND NO POND
BACKGROUND VALUES --ELM
The End D.O. is 0.00 mg/1.
The End CBOD is 0.00 mg/l.
The End NBOD is 0.00 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 0.00 0.00 0
Reach 1
Reach 2
Reach 3
Reach 4
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00000
0.00000
0.00000
0.00000

I Seg
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I Seg
# I Reach # I Seg Mi I D.O.
1 0.00 7.44
1 0.23 7.72
1 0.46 7.88
1 0.69 7.98
1 0.92 8.03
1 1.15 8.07
1 1.38 8.09
1 1.61 8.10
1 1.84 8.11
1 2.07 8.12
1 2.30 8.12
2 2.30 8.12
2 2.46 8.11
2 2.62 8.09
2 2.78 8.09
2 2.94 8.08
2 3.10 8.08
2 3.26 8.07
2 3.42 8.07
2 3.58 8.07
2 3.74 8.07
2 3.90 8.07
3 3.90 8.07
3 3.94 8.06
3 3.98 8.06
3 4.02 8.05
3 4.06 8.05
3 4.10 8.05
3 4.14 8.04
3 4.18 8.04
3 4.22 8.03
3 4.26 8.03
3 4.30 8.03
4 4.30 7.86
4 4.31 7.86
4 4.33 7.86
4 4.34 7.87
4 4.36 7.87
4 4.37 7.87
4 4.39 7.87
4 4.40 7.87
4 4.42 7.87
4 4.43 7.87
4 4.45 7.87
# I Reach # I Seg Mi I D.O.
I CBOD
2.00
1.96
1.92
1.89
1.85
1.82
1.79
1.76
1.74
1.71
1.68
1.68
1.67
1.65
1.64
1.62
1.61
1.60
1.58
1.57
1.56
1.54
1.54
1.54
1.54
1.53
1.53
1.53
1.52
1.52
1.52
1.51
1.51
1.65
1.65
1.65
1.64
1.64
1.64
1.64
1.64
1.64
1.63
1.63
I CBOD
SUMMER
LENOIR - NO EFF AND NO POND
BACKGROUND VALUES
I NBOD I
1.00
0.98
0.95
0.93
0.91
0.89
0.87
0.86
0.84
0.83
0.81
0.81
0.80
0.79
0.78
0.77
0.76
0.75
0.74
0.73
0.72
0.72
0.72
0.71
0.71
0.71
0.71
0.70
0.70
0.70
0.70
0.69
0.69
0.78
0.78
0.78
0.78
0.77
0.77
0.77
0.77
0.77
0.77
0.77
I NBOD
Flow I
3.00
3.11
3.23
3.34
3.45
3.56
3.68
3.79
3.90
4.01
4.13
4.13
4.21
4.28
4.36
4.44
4.52
4.60
4.68
4.75
4.83
4.91
4.91
4.93
4.95
4.97
4.99
5.01
5.03
5.05
5.07
5.09
5.11
7.11
7.11
7.11
7.12
7.12
7.12
7.13
7.13
7.13
7.14
Flow
TN,5 BACI«,eoinJP FLOW
016t Bt CASED T� CALcui-ATE
VeLoc.rTy

STREAM DATA
1NSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: 1.tdNota-- fir..
Receiving Stream:
Upstream Location: sit, ,oq er4 oG6 1,4(&90,4
DATE TEMP
Dec-91
Nov-91
Oct-91
Sep-91
Aug-91
Jul-.93
Jun-91
May-91
Apr-91
Mar-91
Feb-91
Jan-91
Dec-90
Nov-90
Oct-90
Sep-90
Aug-90
JuI-90
Jun-90
May-90
Apr-90
Mar-90
Feb-90
Jan-90
Dec-89
Nov-89
Oct-89
Sep-89
Aug-89
JuI-89
Jun-89
May-89
Apr-89
Mar-89
Feb-89
Jan-89
D.O.
COND.
Permit No. IJc 09 Zv?&o
Sub -basin: )03c. 2-
Downstream Location: s2 ! So q Dwnl srr
FECAL COLT.
lv,Y(lo.9)
lr,4 (o.`T)
2.3r8 (Zs)
III (zit))
to(901
/31 (22o)
327( 7)
ff.3(Iz.7.)
9.5(7,(o)25)
.1.!(e3. !)
23(21d)
230.0
16.Vg4-)
18.4(22.i)
8.3(4.3)
20.6 (AS)
B. 2(7. 5)
2it(44)
is0(3&v
ZL.4 (ZZ)
g, ,')
75(32)
930(2Soo
/9 (ZZ) ,
8,5(11)
1.3(25)
933(4800)
A343(21)
8.26'.2)
23(20
3l0(3 )
,
19.6, C25.4)
S. 7 (?.9)
52(5l0)
3/6(540)
20.7(22)
8.1(7. 3
,
53.9 (57)
Q3a (24 4
21 (23)
6 (7.4
91( )
9E3 zaev
16(21)
e.4(e.o)
S9'V16}
319(7 )
(5�3(17,4)
9,918.1)
r /
6-3(54-)
375(57�
TEMP
DO.
coND
FECAL CO
6.96o.5)
/o.s(9,4)
.co(59)
ll1(t. )
7. 2 12.3)
?. z (8.,)
63 (&
2 '-(-9(,
/b./( 5)
8 3('7,8
4465
74(/30
/13.az3)
a2(6.)
54-(7/
z76(320,0
20.1(z-3)
7,5(7.3
54./(#2,2.)
11(65 ,
3s-(4-)
3 (1650o)
66213100)
2/.5(?..Z)
/ 9, / (za),
64(11.40
37 45)
sg5 (3C0i)
18.9(2D.9)
6/ (7. PS)
6/(/45)
f eG(zo)
1cr.7(z5) ,
9.1(7,i)
!27(I64)
/76(74,v)
2/ (22)
7.6.4. g)
05 139)
45 Zf 0009
21 (23)
7 6(7, 2)
87624.3
'¢3Ci2 )
/g ha
!R t' 6)
�15(123
21dF5
is-,10e)
g.' (7,')
70 5)
s9,8(6.30)
Page 1

ANNUAL POLLUTANT ANALYSIS MONITORING REQUIREMENT
REPORTING FORM A
(Revised June 1990)
I. Facility Information
NPDES Permit No: NC0023736 Discharge (Pipe) No: 001 Year: 1991
Facility Name: City of Lenoir, Gunpowder Creek WWTP
Class: IV County: Caldwell
Person(s) Collecting Samples: Monte L. Wall
Status of facility wastewater treatment operation on day of sampling: Typical : Yes No
If no, explain briefly:
Analytical Laboratory: Burlington Research, Inc. (WO# 91-09-174)
II. Sampling
24 hr composite for main sample/grab sample for purgeable fraction
Date Sampled: (composite sample)
Sampling begun (date, time): Thursday, September 12, 1991: 12:40 pm
Sampling finished (date, time): Friday, September 13, 1991: 12:45 pm
Date and time sampled (grab sample): Friday. September 13, 1991; 12:45 pm
Corresponding sample taken for toxicity testing:
Yes X (BRI WO# 91-09-122) No
Page 1 of 13

INSTRUCTIONS
The purpose of this document and the NC DEHNR memo of October 30, 1990 (Tedder)/mailing of December 1990 is to standard-
ize the sampling, analysis and reporting procedures to be used for the Annual Pollutant Analysis Monitoring (APAM) Require-
ment as described in the permit.
Sampling
1 - Take a 24-hour composite sample from the final effluent during mid-week-(Wednseday through Friday). Collect a grab
sample for the volatile organic fraction when collection of the 24-hour composite sample is completed. Follow any other
sampling instructions provided by the laboratory performing the analysis.
2 - Indicate in the space provided on Page 1 of 13 this page whether a corresponding sample for toxicity testing was taken.
3 - Make note of any unusual wastewater treatment operating conditions occurring on the day of sampling in the space pro-
vided on Page 1 of 13.
Analysis,
4 - Analyze the effluent for pollutants listed on the APAM form, including those to be identified and approximately quan-
tified under the 10 significant peaks rule, using appropriate EPA -approved methods for each of the analytic fractions.
Other analytical methods can be substituted only with prior, written approval of the Director of the Division of Environmen-
tal Management (DEM). Read and distribute to the laboratory performing the analysis the accompanying memo (Tedder, October
1990) clarifying analytical requirements.
5 - identify chemicals to be analyzed for according to the 10 significant peaks rule (as described in item 2 of the Annual
Pollutant Analysis Monitoring Requirement in the permit) using a GC/MS library search. Tentative identification is all that
is required; confirmation by standard injection is not necessary. Estimate the concentration of each based on an internal
standard having the closest retention time.
Reporting
6 - Quantitation Limit Targets that should be met are listed on this Revised APAM Reporting Form A. Report the use of any
higher quantition limit and an explanation as to why the listed quantitation limit target could not be met. Examples of
acceptable reasons for not meeting a quantitation limit target could be high background concentrations in a sample,torionor the
necessity for sample fraction dilution to bring a chemical to within a quantifiable concentration. List any q
uantlimit different (whether higher or lower) from the target in the column provided for the purpose.
7 - If a chemical is found to be below the quantitation limit, report the concentration detected as less than (or '<') the
quantitation limit in the appropriate space. Provide a concentration estimate for chemicals detected in concentrations
greater than the detection limit and less than the quantitation limit. Enter the detection limit innuparenttheseslimit besidee�the
estimate. Chemicals detected in concentrations above the quantitation limits must be quantified.
detection limit are defined in the NC DEHNR memo (Tedder, October 1990). Enter the total number of peaks detected in
each analytic fraction in the appropriate space on this Revised APAM Form A. Report all concentrations in units of micro-
grams er Beer (ug/L)enand metals inatheeospaceeproovidedefort"otherl. " compno pooundsaks tinbeachidentified
appropriateer the 10 analytic fractionant section.
aks
rule are observed, enter none
Provide the concentration estimate and retention time for "unknowns" as well as for "significant peaks" for which a struc-
tural assignment can be made.
8 - If "significant peaks" are found, provide probable molecular weight, library match probability, retention time, ident-
ification basis, and MS scan number each. In addition, list internal standards and their retention times.
9 - In the section labeled "Organic Analytical Information", (Page 11 of 13) include for each organic fraction the method,
extraction technique, GC operating conditions, and surrogate recovery. Report the size of the GC/MS library being utilized
in the appropriate space.
10 - Use copies of this Annual Pollutant Analysis Monitoring Revised Form A to report the results of the analysis. Both
the analytical laboratory representative and the facility operator in responsible charge should sign completed forms
(last page).
11 Mail two completed copies of the form (and the laboratory report, if submitted to the facility on a different form)
to: ATTN: Central Files, Division of Environmental Management, NC DEHNR, P.O. Box 27687, Raleigh, NC 27611. Mail the APAM
form separately from Discharge Monitoring Reports.
Page 2 of 13

A. Purgeable (Volatile Organic) Fraction, EPA Method 4 624
Number of chemicals detected in Fraction
Fraction STORET Number 84085
STORET
Number Compound
ouantitation
Limit Target
ouantitation
Limit*
Concentration
Detected
GC/MS
Confirmation?
(ug/L)
Yes
No
(ug/L)
1. Pollutants to be analyzed for:
(ug/L)
ND
Yes
2.5
34210
Acrolein
100
ND
Yes
2.5
3-
Acrylonitrile
100
ND
Yes
1
34030
Benzene
5
ND
Yes
1
32101
Bromodichloromethane
5
ND
Yes
1
32104
Bromoform
5
ND
Yes
1
34413
Bromomethane
10
ND
Yes
1
32102
Carbon tetrachloride
5
ND
Yes
1
34301
Chlorobenzene
6
ND
Yes
1
34311
Chloroethane
10
ND
Yes
1
44576
2-Chloroethyl vinyl ether
10
9
Yes
1
32106
Chloroform
5
ND
Yes
1
34418
Chloromethane
10
ND
Yes
1
32105
Dibromochloromethane
5
ND
Yes
1
4496
1,1-Dichloroethane
5
ND
Yes
1
34531
1,2-Dichloroethane
5
ND
Yes
1
34501
1,1-Dichloroethylene
5
ND
Yes
1
34546
trans-1,2-Dichloroethylene
5
ND
Yes
1
34541
1,2-Dichtoropropane
6
ND
Yes
1
3
cis 1,3-Dichloropropene
5
ND
Yes
1
34699
trans 1,3-Dichloropropene
5
ND
Yes
1
34371
Ethylbenzene
8
ND
Yes
1
34423
Methylene chloride
5
ND
Yes
1
34516
1,1,2,2-Tetrachloroehtane
7
ND
Yes
1
34475
Tetrachloroethylene
5
ND
Yes
1
34010
Toluene
6
19
Yes
1
34506
1,1,1-Trichloroethane
5
ND
Yes
1
34511
1,1,2-Trichloroethane
5
ND
Yes
1
9180
Trichloroethylene
5
ND
Yes
1
34488
Trichlorofluromethane
10
ND
Yes
1
7175-
Vinyl chloride
10
* If d fferent from quantitation limit target.
ND=None Detected. < = As per instructions.
Page 3 of 13

A2. Other Purgeables (up to 10 highest peaks).
Compound
Probable
Molecular
Weight
Est.
Conc.
(ug/L)
Library Match
Probability
(X)
Retention
Time (RT)
(Min)
Identification Basis
(Check all that apply)
Scan
Number
Library
Match
Manual
Interpretation
RT
1,2-Propanediol
76
6
60
10.53
X
X
632
2-Ethyl-4-Pentenol
112
10
82
32.22
X
X
1933
Complete only if non -targeted compounds are present:
Internal Standard
1,4 - Difluorobenzene
Chlorobenzene - d5
Retention
Time
(Min)
18.73
25.83
Page 4 of 13

B. Acid Extractable Fraction, EPA Method
Number of chemicals detected in Fraction
Fraction STORET Number 45582
625
5
STORET
Number
Compound
1. Pollutants to be analyzed for:
34452
34606
16
34657
34591
4646
39032
3446994
4621
4-Chloro-3-methylphenol
2-Chlorophenol
2,4-Dichlorophenol
2,4-Dimethylphenol
2,4-Dinitrophenol
2-Methyl-4,6-dinitrophenol
2-Nitrophenol
4-Nitrophenol
Pentachlorophenol
Phenol
2,4,6-Trichlorophenol
Quantitation
Limit Target
(ug/L)
10
10
10
10
50
50
10
50
50
10
10
-7-Yraifferent from quantitation limit target
ND=None Detected. < = As per instructions.
Quantitation
Limit*
(ug/L)
Concentration
Detected
(ug/L)
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
GC/MS
Confirmation?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
Page 5 of 13

B2. Other Acid Extractables (up to 10 highest peaks)
Compound
Probable
Molecular
Weight
Est.
Conc.
(ug/L)
Library Match
Probability
(%)
Retention
Time (RT)
(Min)
Identification Basis
(Check all that apply)
Scan
Number
Library
Match
Manual
Interpretation
RT
1,2-Propanediol
76
95
88
4.22
x
X
25
2,4-Dimethyl-4-Heptanol
144
13
36
11.96
X
X
852
4-Methyl Pentanoic Acid
116
12
33
12.50
X
X
910
2-Hethyl-3-Heptanol
130
22
38
12.76
X
X
938
4,5-Dimethyl-2-Hepten-3-ol
142
15
57
21.20
X
X
1842
Complete only if non -targeted compounds are present:
Internal Standard
1,4 - Dichlorobenzene - d4
Naphthalene - d8
Acenaphthene - d10
Phenanthrene - d10
Chrysene - d12
Perylene - d12
Retention
Time
(Min)
10.50
14.23
19.80
24.50
33.22
40.65
Page 6 of 13

C. Base/Neutral Fraction, EPA Method
Number of chemicals detected in Fraction 2
Fraction STORET Number 45583
625
STORET
Number Compound
Quantitation
Limit Target
ouantitation
Limit*
Concentration
Detected
GC/MS
Confirmation?
1. Pollutants to be analyzed for:
(ug/L)
(ug/L)
(ug/L)
Yes
No
34205
Acenaphthene
10
ND
Yes
4200
Acenaphthylene
10
ND
Yes
34220
Anthracene
10
ND
Yes
39120
Benzidine
50
ND
Yes
4526
Benz (a) anthracene
10
ND
Yes
34247
Benzo (a) pyrene
10
ND
Yes
34230
Benzo (b) fluoranthene
10
ND
Yes
34521
Benzo (ghi) perylene
10
ND
Yes
34242
Benzo (k) fluoranthene
10
ND
Yes
34278
Bis(2-chloroethoxy) methane
10
ND
Yes
34273
Bis(2-chloroethyl) ether
10
ND
Yes
34283
Bis(2-chloroisopropyl) ether
10
ND
Yes
39100
Bis(2-ethylhexyl) phthalate
10
ND
Yes
34636
4-Bromophenyl phenyl ether
10
ND
Yes
34292
Butyl benzy[ phthalate
10
13.2
Yes
34581
2-Ch[oronaphthatene
10
ND
Yes
34641
4-Chlorophenyl phenyl ether
10
ND
Yes
34320
Chrysene
10
ND
Yes
34556
Dibenz (a,h) anthracene
10
ND
Yes
34536
1,2-Dich[orobenzene
10
ND
Yes
34566
1,3-Dich[orobenzene
10
ND
Yes
34571
1,4-0ichlorobenzene
10
ND
Yes
34631
3,3-Dichlorobenzidine
20
ND
Yes
34336
Diethyl phthalate
10
ND
Yes
34341
Dimethyl phthalate
10
ND
Yes
39110
Di-n-butyl phthalate
10
ND
Yes
34611
2,4-Dinitrotoluene
10
ND
Yes
34626
2,6-Dinitrotoluene
10
ND
Yes
34596
Di-n-octyl phthalate
10
ND
Yes
34346
1,2-Diphenylhydrazine
10
ND
Yes
34376
F[uoranthene
10
ND
Yes
34381 Fluorene
10
ND
Yes
Conttnud ND=None Detected. < = As per intructions.
Page 7 of 13

C. Base/Neutral Fraction (Continued)
STORET
Number Compound
Quantitation
Limit Target
Quantitation
Limit*
Concentration
Detected
GC/MS
Confirmation?
1. Pollutants
9.1'
to be analyzed for:
(ug/L)
(ug/L)
(ug/L)
Yes
No
Hexach orobenzene
10
ND
Yes
34391
Hexachlorobutadiene
10
ND
Yes
3486
Hexachlorocyclopentadiene
10
ND
Yes
34396
Nexachloroethane
10
ND
Yes
34403
Indeno(1,2,3-cd) pyrene
10
ND
Yes
34408
Isophorone
10
ND
Yes
34696
Naphthalene
10
ND
Yes
34447
Nitrobenzene
10
ND
Yes
344 8
N-nitrosodimethylamine
10
ND
Yes
34428
N-nitroso-di-n-propylamine
10
ND
Yes
4433
N-nitrosodiphenylamine
10
ND
Yes
34461
Phenanthrene
10
ND
Yes
34469
Pyrene
10
ND
Yes
3! 4551
1,2,4-Trichlorobenzene
10
ND
Yes
* If different from quantitation target.
ND=None Detected. < = As per instructions.
Page 8 of 13

C2. Other Base/Neutrals (up to 10 highest peaks).
Compound
Probable
Molecular
Weight
Est.
Conc.
(ug/L)
Library Match
Probability
(X)
Retention
Time (RT)
(Min)
Identification Basis
(Check all that apply)
Scan
Number
Library
Match
Manual
Interpretation
RT
3-Methoxy-2,3-Dimethyl-3H-Indole
175
17.3
50
18.24
X
X
1525
Complete only if non -targeted compounds are present:
Internal Standard
1,4 - Dichlorobenzene - d4
Naphthalene - d8
Acenaphthene - d10
Phenanthrene - d10
Chrysene - d12
Perylene - d12
Retention
Time
(Min)
10.50
14.23
19.80
24.50
33.22
40.65
Page 9 of 13

D. Organochlorine/0rganophosphorus Pesticides and PCB's
Number of chemicals detected in Fraction 0
Fraction STORET Number 00188
STORET
Number
Compound
1. Pollutants to be analyzed for:
Quantitation Quantitation Concentration
Limit Target Limit* Detected
Confirmation?
Dual Col. GC/MS
(ug/L) (ug/L) (ug/L) Yes
Organochlorine Pesticides/PCB's: EPA Method 8080
93 ' A drin
39337 alpha-BHC
39338 Beta-BHC
35'9 D• elta-BHC
39340 Gamma-BHC (Lindane)
39350 Chlordane
- 9310 4• ,4'-DDD
33- 9' 20 4• , 4' -DDE
- 9300 4• ,4'-DDT
- 9380 D• ieldrin
E• ndosulfan I (alpha)
34356 Endosulfan II (beta)
34351 Endosulfan sulfate
- 9390 E• ndrin
3 E• ndrin aldehyde
3W0 H• eptachlor
39420 Heptachlor epoxide
39480 Methoxychlor
39755 Mirex
- 9400 T• oxaphene
34671 PCB 1016
- 9488 P• CB 1221
- 4492 P• CB 1232
- 9496 PCB 1242
- 9500 P• CB 1248
9504 P• CB 1254
- 9508 P• CB 1260
0.05 0.25 ND Y
0.05 0.25 ND Y
0.05 0.25 ND Y
0.1 0.25 ND Y
0.05 0.25 ND Y
0.2 0.25 ND Y
0.1 0.25 ND Y
0.1 0.25 ND Y
0.1 0.25 ND Y
0.02 0.25 ND Y
0.1 0.25 ND Y
0.1 0.25 ND Y
0.7 0.25 ND Y
0.06 0.25 ND Y
0.2 0.25 ND Y
0.05 0.25 ND Y
0.8 0.25 ND Y
0.5 0.25 ND Y
0.2 0.25 ND Y
2.4 2.5 ND Y
0.5 1.0 ND Y
0.5 1.0 ND Y
0.5 1.0 ND Y
0.5 1.0 ND Y
0.5 1.0 ND Y
1.0 1.0 ND Y
1.0 1.0 ND Y
ND=None Detected. < = As per instructions.
* Values listed are quantitation limits consistently achievable in wastewater matrices.
Page 10 of 13
No
Yes
No

D. Pesticides (Continued).
STORET
Number
Compound
Quatitation
Limit Target
1. Pollutants to be analyzed for: (ug/L)
Organophosphorus Pesticides: EPA Method 625/8080
39560
39540
Demeton
Parathion (ethyl)
2.5
0.6
E. Herbicides, EPA Method 8150
Number of chemicals detected in Fraction
Fraction STORET Number 00148
0
Quantitation
Limit*
(ug/L)
Concentration
Detected
(ug/L)
ND
ND
STORET
Number
Compound
1. Pollutants to be analyzed for:
39730
39045
9740
2,4-D
Silvex
2,4,5-T
Quantitation
Limit Target
(ug/L)
12
2
2
* If different from quantitation limit target
ND=None Detectable.
< = As per instructions.
Organic Analytical Information:
Quantitation
Limit*
(ug/L)
Concentration
Detected
Confirmation?
Dual Col. GC/MS
Yes
(ug/L)
ND
ND
ND
No
Yes
No
Confirmation?
Dual Column
Yes
No
No
No
No
Organic Fraction
Method
Extraction
GC Operating Conditions
Column Description
Surrogates (Spikes)
Batch
Continuous
Length X ID, Film Thickness,
Column Type, Carrier Gas & Flow
Rate, Temperature Program
Compound
Recovery
Bromofluorobenzene
93
Purgeable
624
N/A
75m x 0.53nm, 3.0mn, DB-624
123
He, 5cc/min. 36° C (9 Min).
1,2-Dichloroethane-d4
�'
180°C a! 6°C/min. 200°C, 10°C/min.
Toluene-d$
2-Fluorophenol
82
Acid Extractable
625
X
30m x 0.32nm, 1.0mm, DB-5
51
He, 2cc/min., 40°C (4 min)
Phenol-d5
57
111
320° C, 8° C/min.
2,4,6-Tribromophenol$-
Base/Neutral Ext.
625
X
30m x 0.32mm, 1.0mm, DB-5,
2-Fluorobiphenyl
He, 2cc/min., 40°C (4min)
Nitrobenzene-d5
3-
320° C, 8° C/min.
4-Terphenyl-d14
50
Example:
Acid Extractable
625
X
30m x 0.25mm, 0.25um, DB-5,
He, 30 cmtsec, 4° C (4 min) -
270 C, 10 /min
d5-Phenol
GC/MS Library size (number of 'reference spectra): 42.222
Page 11 of 13

F. Metals and Other Chemicals
Number of Metals and Other Chemicals (as listed below) detected in Sample 7
Fraction STORET Number 78240
STORET
Number
Compound
1. Pollutants to be analyzed for:
011Aluminum
- UMW- Antimony
01002 Arsenic
01012 Beryllium
0- 1 Cadmium
01034 Chromium
01042 Copper
01051 Lead
71900 Mercury
01 Nickel
01147 Selenium
01077 Silver
01092 Zinc
Duantitation
Limit Target
(ug/L)
50
50
10
25
2
5
2
10
0.2
10
5
10
2. Other Inorganics:
Ouantitation
Limit*
(ug/L)
10
20
10
10
0.5
5
2
5
0.2
5
5
01007
00940
00720
00951
Barium
Chloride
Cyanide
Fluoride
500
1000
20
100
elf -different from quantitation lim t target
5
5
100
500
17
100
Concentration
Detected
(ug/L)
180
BDL
BDL
BDL
BDL
9
20
BDL
0.3
BDL
BDL
BDL
94
BDL
99,100
BDL
980
Page 12 of 13

Analytical Laboratory Representatives:
'2/
11.
/,.4,i' Steven G. Yocklovich
Director, Chromatography Services
/l
Richard A. Diehl
Director, Environmental Services
Date
Facility Operator in Responsible Charge (ORC):
•
I certify that this' report is accurate and complete to the best of my knowledge:
Signed: "�// ' ): C`' � 4' /Ee.' Date: / 7 ..Y •
Page 13 of 13

Tuning Report for EIFTPF'
File — DFTPP0926
Date — 26—SEP-91
Time: 1 2 : 47: 27
Scams averased: 307 — 309
Background scans * 1.00 304 314 313 313 313
Mass Reiluirement Ref. Ion Found Pass/Fail
51 30-60% 198 56.1 P
68 <2. 69 2 .0 P
70 <2% 69 1.6 P
127 40-607. 198 47.4 P
197 < 1%. 198 0.3 P
198 1007. 100.0 P
199 5-9% 198 7.8 P
275 10-307 198 26.3 P
365 > 17 198 2.8 P
441 441/443 < 1.0 0.7 P
442 >407. 198 97.1 P
443 17-237. 442 18.2 P

Burlington
Research
Analytical Services • Aquatic Bioassay Testing • Aquatic Toxicity Reduction Evaluations
AATCC Testing Services • NPDES Testing • Reporting & Data Handling Services
PMN Aquatic Bioassay Evaluations
Post Office Box 2481 • 615 Huffman Mill Road • [phone] • Burlington. NC 27215
ANNUAL POLLUTANT ANALYSIS
Facility Information
Please provide the following information so that it can be
entered on the APA Reporting Form A that will be submitted to
you by BRI.
Thank you.
NPDES Permit Number: /VC 002,373
Discharge (Pipe) Number: CC(
Facility Name: `--il'?p ve.,) pis o ePeei< 44,, (:4, r e tV L e/2O//'
Class:
County: Ca (dctie
Person(s) Collecting Samples:

•
Burlingto
Research
Post Office Box 2481 • 615 Huffman Mill Road • [phone] • Burlington, NC 27215 • Fax # [phone] Ext. 202
CHAIN OF CUSTODY RECORD
CONTACT PERSON: /i'1? 1iq/
Facility/Site 6 U )penaX r C/'&& L:, ' TP e' 4te'4 Phone Number. (7.00 7 S? —.z 1 7G
Sampler: (Print) MOO to L wc) /✓ Purchase Order #: CP 418
CS �,�f" I n ,b; € u y
Sampler: (Signature) /��., �' -�L s Am,fe 9 la -
CLIENT: City v T Le air
SAMPLE
ID
SAMPLE
COLLECTION
SAMPLE TYPE
NO. OF
CON-
TAINERS
SENT
ANALYSES
REQUIRED
COMPOSITE •
GRAB
DATE
TIME
STARTED
DATE
TIME
ENDED
HAND
AUTO
OW 2-1.3611- off
q _/'2_ cj/
0 r ya
If -/0 •4/
0 hly-5 -
1/0
/
ed / ��oc/f:.
�\
01/:? r3y/-G�F=S
If
V
/
ftJet/
��v ,
z y -GC:FP
r/?-P,
He,b,�� 0�,\
''
,r
l
25L. Er E PL
‘‘e
_
/.3 �f1 ` G6 �-F
q-13-'f
dal tvis
7><V
3
ailt '` 4{ 1"
//
O'113 * - G S
41 /a. ys"
✓
/
Gr .„---}
LIENT USE:
Relinquby: is ed (Signature) ,
# , - G"
7
Received by: (Signature)
Date/Time
9-/.3 ._ V/
Shipped by: (Signature)
Received by: (Signature)
Date/Time
Method of Shipment: f,_
_ /-0/1 y
C%( press S Gefu /Fete/
//
7f-7
FOR LAB USE ONLY:
Received in Lab FROM: (Signature)
Repeiyed for b b (Signature)
Daime
q7;f/9, 9
Method of Shipment:

WARRANTIES: Details we provide on our pr:ducts and appliances, as v,etl as D r plants and process methods. are based
on comprehensive research ::ark and operational experience. ':1e provide such data, either verbally or in
writing, to the best of our knc.,vledge and belief on the unc1erstaraing that they do not represent any warran•
ty concerning :rie existence- c.f .pecif►c characteristics in our products, but reserve the right t.; make
technical modit.,;ations in th•: ctiurse of aroduct develssprnent. I•• addition, our Technical ApplicatiGns Ser-
vice is available on request r , provide r ore detailed az vice ar:: to assist in resolving production and ap-
plication problems.
This does not, however, relieve the user of his responsibility to check our data and recommendations for
their own application before using thee. This shall also appl. particularly for shipments abroad • with
regard to the maintenance of prolec:tion r.ghts of third parties a a to applications and process meth•,'is not
expressly declared by ourselves in writirq In the event c,f toss, our liability is limited to replacement clouds
and services on the same scale as is stipulated for quality det-= :ts in our General Conditions of Sale and
Delivery.

FACILITY NAME:
1
:REQUESTER:
NPDES PRETREATMENT INFORMATION REQUEST FORM
DATE:
NPDES NO . NCO 0 02 ,.3 7 _3 t,
PERMIT CONDITIONS COVERING PRETREATMENT
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
This facility is currently implementing a
Please include the following conditions:
Program Development
Phase I due _/ / /
Phase II due /
_ Additional Conditions
(attached)
pretreatment program.
Program Implementation
Additional Conditions
(attached)
IGNFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLAW - TOTAL:
- COMPOSITION:
TEXTILE-
METAL FINISHING:
OTHER: till;J`Jb,f .
0 B mGD
�. as NED
( MC)
MGD
MCA
MGD
AEADWORKS REVIEW
T
PASS
PARAMETER
'THROUGH
t
i ALLOWABLE
Cd
Cr
Cu
Ni
Pb
Zn
CN
PhenQ1
Other d„
DAILY LOAD IN LBS/DAY ACTUAL
DOMESTIC PERM 'J.'t) INDUSTRIAL % REMOVAL
'M
•
.0<<4
0, BOO
0.ona2
N
it j
RBOEIVED: / / REVIEWED BY:
Altai&
r

lily JtiW 7yb l.CIR
14:25 Wednesday, November 13, 1991
NPDES=NC0023736
Variable
Sum
PIPE
TYPE
_FREQ.
MCDL
MCRL
MCUL
MNIL
MPBL
MZNL
MCNL
MHGL
MAGL
MASL
MPHENOLL
MFLL
MBODL
MCODL
MTSSL
MTOLUL
MFLOW
4.0000000
0
24.0000000
0.0074513
0.1500069
0.3744465
0.0639474
0.0530795
0.3898703
0.0114045
0.0022268
0.0197595
390.2730800
1355.25
266.5708640
0.2718606

IU NAME
IU#
PIPE #
FLOW LIMIT
MSD
CD LIMIT
MG/L
CD LOAD
LBS
CR LIMIT
MG/L
CR LOAD
LBS
CU LIMIT
MG/L
CU LOAD
LBS
AMERICAN & EFRID INC. NELSON PLANT #2
11
1
0.0530
0 0.0000
0. 0,0000
0.004 0,0018
AMERICAN & EFRID INC.NELSON PLANT #12
4
1
0.0120
, 0 0.0000
0 0.0000
0.112 0. 0112
LENOIR MIRROR COMPANY PLANT #1
7
1
0.1000
0.012 0.0100
0.414 0.3453
0.22 0.1835
IL I DUS ' IES INC HOLIDAY HOSIER
8
1
0.1000
0 0.0000
0.671 0.5596
0.109 0.0909
.:.;D
SHUFORD MILLS COMPANY
10
1
0.0350
0 0.0000
0 0.0000
0,176 0.0514
0.0000
0.0000
0.0000
TOTAL ALLOWED FOR INDUSTRIES
ALLOW
IND
CD #REF!
CR #REF!
CU #REF!
TOTAL PERMITTED FOR INDUSTRIES
PERM
IND
0.30
CD 0.0100
CR 0.9049
CU 0.3387
STILL AVAILABLE FOR INDUSTRIES
AVAIL
LBS
CD #REF!
CR #REF!
CU #REF!
STILL AVAILABLE FOR INDUSTRIES
AVAIL
%
CD #REF!
_ CR #REF!
CU #REF!
LENOIR (GUNPOW) IUP LOAD, 11/21/91, page 1

IU#
CN LIMIT
MG/L
CN LOAD
LBS
PB LIMIT
MG/L
PB LOAD
_ LBS
HG LIMIT
MG/L
HG LOAD
LBS
NI LIMIT
MG/L
NI LOAD
LBS
AG LIMIT
MG/L
AG LOAD
LBS
ZN LIMIT
MG/L
ZN LOAD
LBS
11
0
0.0000
_
0
0.0000
0
0.0000
0
0.0000
0
0.0000
,
0.577
0.2550
4
0
0,0000
0
0.0000
0
0.0000
0
0.0000
0
0.0000
0.577
0,_327
.0.0577
0.2727
7
0.038
0.0317
0.43
0.3586
0
0.0000.
1.528
1,2744
0.24
0.2002
8
0
0.0000
0
0.0000
0
0.0000
0
0.0000
0
0.0000
0.577
0.4812
10
0
0.0000
0
0.0000
0
0.0000
0
0.0000
0
0.0000
0.577
0.1684
0,0000
0.0000
0.0000
0,0000
0.0000
0.0000
ALLOW
IND
CN
#REF!
PB
#REF_!
I-G
#REF!
NI
#REF!
AG
#REF!
ZN
#REF"
PERM
IND
CN
0.0317
PB
0.3586
I-G
0.0000
NI
1.2744
, AG
0.2002
ZN
1.2352
AVAIL
LBS
CN .
#REF!
PB
#REF!
, I-G
#REF!
NI
#REF!
AG
#REF!
ZN
#REF!
AVAIL
%
CN
#REF!
PB
#REF!
I-G
#REF!
NI
#REF!
AG
#REF!
ZN
#REF!
LENOIR (GUNPOW) IUP LOAD, 11/21/91, page 2

I U#
AS LIMIT
MG/L
AS LOAD
LBS
TM LIMIT
MG/L
TM LOAD
LBS
TTO LIMIT
MG/L
TTO LOAD
LBS
NH3 LIMIT
MG/L
NH3 LOAD
LBS
BOD LIMIT
MG/L
BOD LOAD
LBS
TSS LIMIT
MG/L
TSS LOAD
LBS
11
0
0.0000
0
0.0000
0
0.0000
0
0.00
989
437,16
1123
496.39
4
0
0.0000
0
0.0000
0
0.0000
0
0.00
989
98,98
1123
112.39
7
0
0.0000
0
0.0000
2,13
1.7764
0
0,00
989
824.83
1123
936.58
8
0
0,0000
0
0.0000
0
0.0000
0
0.00
989
824.83
1123
936.58
10
0
0.0000
0
0.0000
0
0.0000
0
0.00
989
288.69
1123
_
327.80
0,0000
0.0000
0.0000
0,00
0.00
0.00
ALLOW
IND
AS
#REF!
TM
#REF!
TTO
#REF!
NH3
#REF!
BCD
#REF!
TSS
#REF!
PERM
IND
AS
0.0000
0.0000 ,
1,7764
0.0000
2474.48
2809.75
AVAIL
LBS
AS .
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
AVAIL
ok
AS
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
LENOIR (GUNPOW) IUP LOAD, 11/21/91, page 3

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENV I RONMENI AL MANAGEMENT
WATER QUAUSTY SECTION
MEMORANDUM
TO:
I4ay 29, 1991
Trevor Clements, Assistant Chief
Technical Support Branch
THROUGH: Forrest R. Wes
Water Quality Re,
FROM: Pau]. R. White, P"Y E.
Environmental Engineer
SUBJECT:
r ervi sor_
Waste Load Allocation Request
City of Lenoir Gunpowder Creek WWTP
NPDES Permit No. NC0023736
Caldwell County
Ann B. Orr
Regional Manager
JL:. C 4 1991
.!IP?f?;ST nz: ..
We are requesting a waste load allocation for the existing
discharge point for the City o Lenoir.', Gunpowder Creek wastewater
treatment plant. The permitte€. intends to request a modification in
their permit to allow increased flow. Limit :.reformation is needed for
flows from 1.1 mgd to 1.5 mgd in 0.1 1o•3d increments in order to
determine at what point the effluent ii.mi rations become too
restrictive. A waste load allccaticn request form and a copy of the
USGS Quadrangle map showing the di.schargs point is enclosed. If you
need any further data or have anv questions, release let us know.
Enclosure
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Date: May 29, 1991
Facility Name: City of Lenoir Gunpowder Creek WWTP Permit: NC0023736
Receiving Stream: Gunpowder Creek Class: C Sub -Basin: CTB32
County: Caldwell Regional Office: Asheville
Reference USGS Quad: Granite Falls - I)13S;v
Existing: Wastewater Treatment Plant discharue
Elevation: 1020 feet MSL Drainage Area:
Hydrologic Group: Design Temperature:
Slope:
Comments: City of Lenoir plans
to reluest increase in permitted flow
RECOMMENDED EFFLUENT LIMITS
Wasteflow (gpd) : 1.1 - 1.5 MGD !n 0.1 increments
BOD5 (mg/1):
NH3-N (mg/1):.
D.O. (mg/1):
pH (SU) :
Fecal Coliform (/100 ml):
TSS (mg/1):
RECOMMENDED BY: DATE:
APPROVED BY:
Regional Engineer:
Regional Supervisor:
Date:
Date:
Route to Technical Support Grcup and Prmits and Engineering Unit
(Enclosed copy of USGS topogi: apb; cal snap showing location of
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k*************************9F*9e********************************************
NCC IBM JES NEWS SHEET
THIS PAGE CONTAINS CURRENT NEWS ITEMS TO INFORM USERS
OF CHANGES ON THE NCC IBM SYSTEM.
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IN MAY 1991, THE ENVIRONMENTAL PROTECTION AGENCY PRINTED OVER * *
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•
J b b L J V J LOU -- 5 Y S '1' J M I t' A L -- N V JJ L DIU
13.48.33 JOB13381
13.48.33 JOB13381
13.50.43 JOB13381
13.50.43 JOB13381
ICH70001I RTY LAST ACCESS AT 13:44:46 ON FRIDAY, MARCH 20, 19
$HASP373 RTY81 STARTED - INIT 11 - CLASS E - SYS EPA2
NCC802I RTY81 ENDED 03/20/92, CODE 0, ELAPSED 2:10, CP
$HASP395 RTY81 ENDED
JES2 JOB STATISTICS
20 MAR 92 JOB EXECUTION DATE
62 CARDS READ
449 SYSOUT PRINT RECORDS
0 SYSOUT PUNCH RECORDS
22 SYSOUT SPOOL KBYTES
2.17 MINUTES EXECUTION TIME

1 //RTY JOB (A208STORP,LEE,,,,NPSA),LEE,PRTY=2,TIME=(1,59), JOB
// .NOTI'FY=RTYA208,MSGCLASS=A,MSGLEVEL=(1,1),PASSWORD= 000
***ROUTE PRINT NCSCCA.R141 00
***JOBPARM LINES=100 00
2 // EXEC SAS,OPTIONS='ERRORS=1, LS=75' 000
3 XXSAS PROC ENTRY=SASXAL,GREGION=4096K,PRINT='*',
XX PRODFIX='SYS2.SAS',
XX CONFIG=NULLFILE,
XX OPTIONS=,
XX WORK='2000,500'
***********************************************************************
*** PRODUCT: MVS SAS RELEASE 6.06 ***
*** DOCUMENTATION: SAS COMPANION FOR THE MVS ENVIRONMENT, V6 ***
*** FROM: SAS INSTITUTE INC., BOX 8000, CARY, NC 27512-8000 ***
***********************************************************************
4 XXSAS EXEC PGM=&ENTRY,PARM='&OPT IONS',REGION=&GREGION
IEF653I SUBSTITUTION JCL - PGM=SASXAL,PARM='ERRORS=1, LS=75',REGION=4096K
5 XXSTEPLIB DD DISP=SHR,DSN=&PRODFIX..LIBRARY
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.LIBRARY
6 XXCONFIG DD DISP=SHR,DSN=&PRODFIX..CNTL(BATCHXA)
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.CNTL(BATCHXA)
7 XX DD DISP=SHR,DSN=&CONFIG
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=NULLFILE
8 XXSASAUTOS DD DISP=SHR,DSN=&PRODFIX..AUTOLIB
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.AUTOLIB
9 XXSASHELP DD DISP=SHR,DSN=&PRODFIX..SASHELP
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.SASHELP
10 XXSASMSG DD DISP=SHR,DSN=&PRODFIX..SASMSG
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.SASMSG
11 XXMAPS DD DISP=SHR,DSN=&PRODFIX..MAPS
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.MAPS
12 XXWORK DD UNIT=SYSDA,SPACE=(6144,(&WORK),,,ROUND),
IEF653I SUBSTITUTION JCL - UNIT=SYSDA,SPACE=(6144,(2000,500),,,ROUND),
XX DCB=(RECFM=FS,DSORG=PS,LRECL=6144,BLKSIZE=6144)
13 XXSASLOG DD SYSOUT=&PRINT
IEF653I SUBSTITUTION JCL - SYSOUT=*
14 XXSASLIST DD SYSOUT=&PRINT
IEF653I SUBSTITUTION JCL - SYSOUT=*
15 XXSASPARM DD UNIT=SYSDA,SPACE=(400,(100,300)),
XX DCB=(RECFM=FB,LRECL=80,BLKSIZE=400,BUFNO=1)
16 XXSYSUDUMP DD SYSOUT=P
**** ADD A LINE LIKE THE FOLLOWING TO CREATE A MACHINE-READABLE DUMP
***SYSMDUMP DD DSN=DUMP,UNIT=SYSDA,DISP=(NEW,CATLG),SPACE=(TRK,(20,5))
17 //SAS.M DD DSN=RTYA208.IDMR1289. DATA, DISP=SHR 000
18 //SAS.N DD DSN=RTYA208.IDMR0690.DATA,DISP=SHR 000
19 //SAS.SYSIN DD * 000

ICH70001I RTY 'LAST ACCESS AT 13:44:46 ON FRIDAY, MARCH 20, 1992
I EF2 3 6 I ALLOC. FOR RTY81 SAS
IEF237I A8C ALLOCATED TO STEPLIB
IEF237I A8C ALLOCATED TO CONFIG
IEF237I DMY ALLOCATED TO
IEF237I A8C ALLOCATED TO SASAUTOS
IEF237I A8C ALLOCATED TO SASHELP
IEF237I A8C ALLOCATED TO SASMSG
IEF237I A8C ALLOCATED TO MAPS
IGD101I SMS ALLOCATED TO DDNAME (WORK )
DSN(SYS92080.T134833.RA000.RTY81.R0000001 )
STORCLAS (SCGUAR) MGMTCLAS ( ) DATACLAS ( )
IGD101I VOL SER NOS= TEMPTG
IEF237I JES2 ALLOCATED TO SASLOG
IEF237I JES2 ALLOCATED TO SASLIST
IGD100I VIO ALLOCATED TO DDNAME SASPARM DATACLAS (
IEF237I JES2 ALLOCATED TO SYSUDUMP
IGD103I SMS ALLOCATED TO DDNAME M
IGD103I SMS ALLOCATED TO DDNAME N
IEF237I JES2 ALLOCATED TO SYSIN
IEF237I A8C ALLOCATED TO SYS00001
IEF285I SYS2.SAS.NEWS KEPT
IEF285I VOL SER NOS= PLIB06.
IEF142I RTY81 SAS - STEP WAS EXECUTED - COND CODE 0000
IEF285I SYS2.SAS.LIBRARY KEPT
IEF285I VOL SER NOS= PLIB06.
IEF285I SYS2.SAS.CNTL KEPT
IEF285I VOL SER NOS= PLIB06.
IEF285I SYS2.SAS.AUTOLIB KEPT
IEF285I VOL SER NOS= PLIB06.
IEF285I SYS2.SAS.SASHELP KEPT
IEF285I VOL SER NOS= PLIB06.
IEF285I SYS2.SAS.SASMSG KEPT
IEF285I VOL SER NOS= PLIB06.
IEF285I SYS2.SAS.MAPS KEPT
IEF285I VOL SER NOS= PLIB06.
IGD105I SYS92080.T134833.RA000.RTY81.R0000001 DELETED, DDNAME=WORK
IEF285I RTY.RTY81.JOB13381.D0000102.? SYSOUT
IEF285I RTY.RTY81.JOB13381.D0000103.? SYSOUT
IEF285I SYS92080.T134833.RA000.RTY81.R0000002 DELETED
IEF285I RTY.RTY81.JOB13381.D0000104.? SYSOUT
IGD104I RTYA208.IDMR1289.DATA RETAINED, DDNAME=M
IGD104I RTYA208.IDMR0690.DATA RETAINED, DDNAME=N
IEF285I RTY.RTY81.JOB13381.D0000101.? SYSIN
NCC902I ***************** U.S.EPA SYSTEM EPA2 - STEP SUMMARY *****************
ICC900I
NCC904I JOB13381 RTY81 STEP SAS CC: 0 *
ICC900I
NCC906I START 03/20/92 13:48:33 STOP 03/20/92 13:50:43 ELAPSED 2:10 *
ICC900I
,ICC908I TCB :32.47, SRB :00.65, VEC :00.00 TOTAL :33.12 *
JCC900I
NCC910I I/O COUNTS: DA 5855, MT 0, OTHER 0 TOTAL 5855 *
!ICC900I
'ICC912I I/O BY DDNAME(UNIT) CONFIG(A8C): 3 SASHELP(A8C): 16 *
ICC912I SASMSG(A8C): 57 WORK(84F): 2664 M(8F1): 1413 *
ICC912I N(AB6): 1699 SYS00001(A8C): 3
ICC900I
ICC914I REGION USAGE: REGION REQUESTED 4096K *
`JCC914I BELOW 676K, SYS 224K; ABOVE 1316K, SYS 9412K; TOTAL 11628K *
ICC900I
ICC916I PAGING COUNTS:
ICC916I IN: 0, VIO 0, SWAP 0, HSPACE 0 TOTAL 0 *
ICC916I OUT: 0, VIO 0, SWAP 0, HSPACE 0 TOTAL 0 *
ICC900I

'il.l.710 i oir,r l.ntinvzo i i. t'Ki i d t rtiulUK-1
VCC918I CPU • :33.12 @ $580.00/HR $5.34 *
VCC918I. I/O 5855 @ $.22/1000 $1.29 *
VCC918I
1CC918I TOTAL COST: $6.63 *
ICC900I
1CC901I***********************************************************************
IEF373I STEP /SAS / START 92080.1348
IEF374I STEP /SAS / STOP 92080.1350 CPU OMIN 32.47SEC SRB OMIN 00.65SEC VI
VCC903I ***************** U.S.EPA SYSTEM EPA2 - JOB SUMMARY *****************
VCC900I
VCC905I J0B13381 RTY81 1 STEPS CC: 0 *
VCC900I
VCC907I SUBMIT FRIDAY 03/20/92 13:48:30 ON QUEUE :03 *
1CC900I
1CC907I START 03/20/92 13:48:33 STOP 03/20/92 13:50:43 ELAPSED 2:10 *
VCC900I
1CC909I TCB :32.47, SRB :00.65, VEC :00.00 TOTAL :33.12 *
VCC900I
VCC911I I/O COUNTS: DA 5855, MT 0, OTHER 0 TOTAL 5855 *
VCC900I *
VCC919I JOB CHARGES AT PRTY 2 (FACTOR=1)
VCC919I CPU :33.12 @ $580.00/HR $5.34 *
VCC919I I/O 5855 @ $.22/1000 $1.29 *
VCC918I *
VCC919I TOTAL COST: $6.63 *
VCC9OO I
VCC901I***********************************************************************
[EF375I JOB /RTY / START 92080.1348
[EF376I JOB /RTY / STOP 92080.1350 CPU OMIN 32.47SEC SRB OMIN 00.65SEC

s 111C ana r L Ludy, PldLC:A I V, 1776
NOTE:
NOTE:
NOTE:
Copyright(c) 1989 by SAS Institute Inc., Cary, NC USA.
SAS (r) Proprietary Software Release 6.06.01
Licensed to ENVIRONMENTAL PROTECTION AGENCY, Site 0019614001.
Running on IBM Model 9021 Serial Number 010498,
IBM Model 9021 Serial Number 110498,
IBM Model 9021 Serial Number 210498,
IBM Model 9021 Serial Number 310498,
IBM Model 9021 Serial Number 410498,
IBM Model 9021 Serial Number 510498.
Welcome to the new SAS System, Release 6.06.
Changes and enhancements available in SAS Release 6.06 are documented
in the "SAS Companion for the MVS Environment."
VOTE: The SASUSER library was not specified. SASUSER library will now be
the same as the WORK library.
VOTE: All data sets and catalogs in the SASUSER library will be deleted at
the end of the session. Use the NOWORKTERM option to prevent their
deletion.
!TOTE: SAS system options specified are:
ERRORS=1, LS=75
VOTE: The
1
)0000900
2
)0001000
3
)0001100
1
)0001300
5
)0001400
5
)0001500
7
)0001600
3
)0001700
)0001800
10
)0001900
11
)0002000
12
D0002100
13
D0002200
14
D0002300
15
D0002400
16
initialization phase used 0.20 CPU seconds and 876K.
DATA ALL
INFILE M END=ENDM;
IF ENDM THEN INFILE N;
INPUT #1 NPDES $ 1-9 PIPE 10-11 IUNUM $ 12-15 @16 DATE YYMMDD6.
POTW $ 22-72
#2 IU_NAME $ 22-55
#3 SIC 22-25 CATEGORY 26-28 SUBPART $ 29-30 @31 PREDATE
YYMMDD6. FLOW 37-42 PROCFLOW 43-47 PROD 48-53 TYPE $ 54
METHOD $ 55
#4 BOD 22-26 COD 27-31 TSS 32-36 TS 37-41 TEMP 42-46 PH $ 47-51
OIL 52-56 NH3 57-61 TKN 62-66 NO3 67-71 TP 72-76
#5 CN 22-26 PHENOL 27-31 SULFIDE 32-36 FL 37-41 AG 42-46
AL 47-51 AS 52-56 CD 57-61 CO 62-66 CR_HEX 67-71 CR_TOT 72-76
#6 CU 22-26 FE 27-31 HG 32-36 MG 37-41 MN 42-46 NI 47-51
PB 52-56 SE 57-61 ZN 62-66 TOT_MET 67-71 TTO 72-76
#7 ALK 22-26 TOLUENE 27-31 VS 32-36 MBAS 37-41 CHLORIDE 42-46

G lne JHJ ayszem 1.3 :'&rs r riaay, iriarcn Lu, lyyL
D0002506
17 SS 47-51 BA 52-56 COLORS 57-61 SB 62-66 CN_A 67-71 SN 72-76
D0002600
18 #8 SO4 22-26 NA 27-31 CHL_BEN 32-36 BORON 37-41 GE 42-46
SILICON 47-51
D0002700
19 TDS 52-56 CHOH 57-61 CHLORINE 62-66 LC50 67-71
D0002800
20 #9
D0002900
21 #10;
D0003000
22
D0003200
23
D0003300
24
D0003400
25
D0003500
26
)0003600
27
)0003700
28
)0003800
29
)0003900
30
)0004000
31
)0004100
32
)0004200
33
)0004300
34
)0004400
35
)0004500
36
)0004600
37
)0004700
38
)0004710
39
)0004800
FLOW=FLOW/1000;
BODL=BOD*FLOW*8.34;
CODL=COD*FLOW*8.34;
TSSL=TSS*FLOW*8.34;
CDL=CD*FLOW*8.34;
CRL=CR TOT*FLOW*8.34;
CUL=CU*FLOW*8.34;
NIL=NI*FLOW*8.34;
PBL=PB*FLOW*8.34;
ZNL=ZN*FLOW*8.34;
CNL=CN*FLOW*8.34;
HGL=HG*FLOW*8.34;
AGL=AG*FLOW*8.34;
ASL=AS*FLOW*8.34;
PHENOLL=PHENOL*FLOW*8.34;
FLL=FL*FLOW*8.34;
TOLUENEL=TOLUENE*FLOW*8.34;
FORMAT DATE DATE.;
VOTE: The infile M is:
Dsname=RTYA208.IDMR1289.DATA,
Unit=3380,Volume=USS018,Disp=SHR,Blksize=8000,
Lrec1=80,Recfm=FB
VOTE: The infile N is:
Dsname=RTYA208.IDMR0690.DATA,
Unit=3380,Volume=USS010,Disp=SHR,Blksize=8000,
Lrec1=80,Recfm=FB
IOTE: Invalid data for DATE in line 5021 16-21.

Ine otio oysLem 1.3 : its r riaay, marcn 4u, J. JZ
ERROR: Limit set by ERRORS= option reached. Further errors of this type
will not be printed.
RULE: ----+----1----+----2----+----3----+----4----+----5----+----6----
5021 NC0024210010035890889CITY OF HIGH POINT
5022 NC0024210010035890889P.M. ELECTROPLATING
5023 NC0024210010035890889 0.00000.000 IC
5024 NC0024210010035890889 10.70
5025 NC00242100100358908890.750
5026 NC00242100100358908890.270 0.5900.050
5027 NC0024210010035890889
5028 NC0024210010035890889
5029 NC0024210010035890889
5030 NC0024210010035890889
ENDM=0 NPDES=NC0024210 PIPE=1 IUNUM=0035 DATE=. POTW=CITY OF HIGH POINT
IU_NAME=P.M. ELECTROPLATING SIC=. CATEGORY=. SUBPART= PREDATE=. FLOW=O
PROCFLOW=O PROD TYPE=I METHOD=C BOD=. COD=. TSS=. TS=. TEMP=. PH=10.70
DIL=. NH3=. TKN=. NO3=. TP=. CN=0.75 PHENOL=. SULFIDE=. FL=. AG=. AL=. AS=.
M=. CO=. CR_HEX=. CR_TOT=. CU=0.27 FE=. HG=. MG=. MN=. NI=0.59 PB=0.05
5E=. ZN=. TOT_MET=. TTO=. ALK=. TOLUENE=. VS=. MBAS=. CHLORIDE=. SS=. BA=.
MLORS=. SB=. CN_A=. SN=. SO4=. NA=. CHL_BEN=. BORON=. GE=. SILICON=. TDS=.
NOH=. CHLORINE=. LC50=. BODL=. CODL=. TSSL=. CDL=. CRL=. CUL=0 NIL=0 PBL=0
3NL=. CNL=0 HGL=. AGL=. ASL=. PHENOLL=. FLL=. TOLUENEL=. _ERROR_=1 _N_=503
MOTE: 141120 records were read from the infile M.
MOTE: 169750 records were read from the infile N.
VOTE: Missing values were generated as a result of performing an operation
on missing values.
Each place is given by: (Number of times) at (Line):(Column).
5684 at 22:10 14895 at 23:9 14895 at 23:14 19690 at 24:9
19690 at 24:14 14770 at 25:9 14770 at 25:14 21494 at 26:7
21494 at 26:12 20240 at 27:11 20240 at 27:16 19078 at 28:7
19078 at 28:12 19884 at 29:7 19884 at 29:12 21033 at 30:7
21033 at 30:12 18914 at 31:7 18914 at 31:12 26170 at 32:7
26170 at 32:12 28895 at 33:7 28895 at 33:12 25327 at 34:7
25327 at 34:12 30288 at 35:7 30288 at 35:12 29700 at 36:15
29700 at 36:20 30946 at 37:7 30946 at 37:12 31023 at 38:17
31023 at 38:22
ROTE: The data set WORK.ALL has 31087 observations and 85 variables.
ROTE: The DATA statement used 30.73 CPU seconds and 1507K.
10 DATA FINAL; SET ALL;
D0004810
11 IF NPDES NE 'NC0023736' THEN DELETE;
)0004820
NOTE: The data set WORK.FINAL has 24 observations and 85 variables.
NOTE: The DATA statement used 1.22 CPU seconds and 1519K.
12 PROC SORT;BY NPDES IUNUM PIPE;
D0004900
NOTE: SAS sort was used.
NOTE: The data set WORK.FINAL has 24 observations and 85 variables.
NOTE: The PROCEDURE SORT used 0.03 CPU seconds and 1548K.
13 PROC MEANS MEAN NOPRINT; BY NPDES IUNUM PIPE;
D0005000
14 VAR CDL CRL CUL NIL PBL ZNL CNL HGL AGL ASL PHENOLL FLL
D0005100

45
0000520
46
0000530
47
MPHENOLL
00005400
48
D0005500
NOTE: The
NOTE: The
49
D0005600
ROTE: The
ROTE: The
50
D0005700
ROTE: SAS
NOTE: The
NOTE: The
51
D0005800
ROTE: The
ROTE: The
52
D0005900
ROTE: SAS
ROTE: The
ROTE: The
53
D0006000
ROTE: The
ROTE: The
me SAS system 1J : 48 Friday, March 2U, 1992
•
BODL CODL TSSL TOLUENEL FLOW;
OUTPUT OUT=LOADS
0
MEAN=MCDL MCRL MCUL MNIL MPBL MZNL MCNL MHGL MAGL MASL
0
MFLL MBODL MCODL MTSSL MTOLUL MFLOW;
data set WORK.LOADS has 4 observations and 22 variables.
PROCEDURE MEANS used 0.04 CPU seconds and 1627K.
DATA IULOAD; SET LOADS;
data
DATA
set WORK.IULOAD has 4 observations and 22 variables.
statement used 0.02 CPU seconds and 1627K.
PROC SORT;BY NPDES IUNUM PIPE;
sort was used.
data set WORK.IULOAD has 4 observations and 22 variables.
PROCEDURE SORT used 0.02 CPU seconds and 1627K.
PROC PRINT;
PROCEDURE PRINT printed page 1.
PROCEDURE PRINT used 0.04 CPU seconds and 1685K.
PROC SORT;BY NPDES;
sort was used.
data set WORK.IULOAD has 4 observations and 22 variables.
PROCEDURE SORT used 0.02 CPU seconds and 1685K.
PROC MEANS SUM;BY NPDES;
PROCEDURE MEANS printed page 2.
PROCEDURE MEANS used 0.02 CPU seconds and 1685K.
ERROR: Errors printed on page 3.
NOTE: The SAS session used 32.36 CPU seconds and 1685K.
NOTE: SAS Institute Inc., SAS Circle, PO Box 8000, Cary, NC 27512-8000

The SAS System 13:48 Friday, March 20, 1992
1
0
B
S
N
P
D
E
S
I
U
N
U
M
T
P Y
I P
P E
E
F
R
E
Q
1 NC0023736 0004 1 0 2
2 NC0023736 0007 1 0 11
3 NC0023736 0008 1 0 5
4 NC0023736 0010 1 0 6
M
0 C
B N
5 L
1 .0027522
2 .0035576
3 .0038364
4 .0017931
M
C
D
L
M
C
R
L
M
C
U
L
M
N
I
L
M
P
B
L
M
Z
N
L
.0005504 0.00881 0.07211 0.000550 0.005504 0.44806
.0014397 0.20918 0.24287 0.018013 0.087583 0.01040
.0023018 0.23018 0.05791 0.053710 0.007673 0.02294
.0003586 0.00359 0.03599 0.017931 0.003586 0.00025
M M
H A
G
L�L
�
.0011009 .0005504
.0044984
.0007673 .0076728
.0003586 .0035862
M
P
H
E
M N M
A O F
S L L
L L L
M
3
0
D
L
71.557
53.985
. 341.627
. 110.574
M
C
0
D
L
198.158
217.699
726.977
391.177
M
T
S
S
L
93.5748
74.3636
22.6410
60.8069
M
T
0
L
U
L
M
F
L
0
w
• 0.066000
. 0.080909
. 0.079000
. 0.031833

The SAS System l.i : 4ti r rictay, March 2U, .CYJ2
2
NPDES=NC0023736
Variable Sum
PIPE
TYPE
_FREQ
MCDL
MCRL
MCUL
MNIL
MPBL
MZNL
MCNL
MHGL
MAGL
MASL
MPHENOLL
MFLL
MBODL
MCODL
MTSSL
MTOLUL
MFLOW
4.0000000
0
24.0000000
0.0046506
0.4517580
0.4088779
0.0902044
0.1043459
0.4816475
0.0119393
0.0022268
0.0163078
577.7437700
1534.01
251.3863650
0.2577424
G�At�1N
L-00...n.8l‘—

*************************************************************************
�!r *
�F *
NCC IBM JES NEWS SHEET
*
THIS PAGE CONTAINS CURRENT NEWS ITEMS TO INFORM USERS
OF CHANGES ON THE NCC IBM SYSTEM.
* *
* *
************************** J E S NEWS ***************************
* *
****************************
* * * *
* WELCOME TO THE LATEST
* NCC PRODUCTION SYSTEM *
* * * *
* * * *
**************************** *
* *
*************************************************************************
* * IN MAY 1991, THE ENVIRONMENTAL PROTECTION AGENCY PRINTED OVER * *
* * 144,000,000 LINES ON ITS LASER PRINTERS AT THE NATIONAL COMPUTER * *
* * CENTER AND WASHINGTON INFORMATION CENTER. * *
* * * *
* * WHAT CAN YOU DO TO REDUCE PRINTED OUTPUT WITHIN THE AGENCY? * *
*************************************************************************
*** CURRENT NEWS ALERTS *** *
* 92/03/16 NATURAL 2.1.7 PRODUCTION INSTALLATION - SEE NEWS ALERT6
* 92/03/16 A LIST OF RECENTLY RELEASED MEMOS - SEE NEWS ALERT?
* 92/03/12 NATICH TO BE ADDED TO NCC MENU SYSTEM - SEE NEWS ALERT11 *
* 92/03/10 UNATTENDED OPERATIONS AT THE NCC - SEE NEWS ALERTS
* 92/03/09 IBM SYSTEMS UNAVAILABLE SUNDAY, 03/29/92 - SEE NEWS ALERT4 *
* 92/03/09 CICS TERMINAL LOCK AND TIME-OUT FACILITY - SEE NEWS ALERT8
* 92/03/09 WIC TELECOM OUTAGES 03/21 - 03/22 - SEE NEWS ALERT5
* 92/03/06 DIAL-IN/DIAL-OUT CHANGES - SEE NEWS ALERT1 *
*************************************************************************

J D 7 L J V D L V l.7
•
a Y 1 f 1'1 rJ r LH L AVUZ
14.36.32 JOB14784 ICH70001I RTY LAST ACCESS AT 14:30:12 ON FRIDAY, MARCH 20, 19
14.36.32 JOB14784 $HASP373 RTY84 STARTED - INIT 18 - CLASS E - SYS EPA2
14.38.18 JOB14784 NCC802I RTY84 ENDED 03/20/92, CODE 0, ELAPSED 1:46, CP
14.38.18 JOB14784 $HASP395 RTY84 ENDED
JES2 JOB STATISTICS
20 MAR 92 JOB EXECUTION DATE
62 CARDS READ
456 SYSOUT PRINT RECORDS
0 SYSOUT PUNCH RECORDS
23 SYSOUT SPOOL KBYTES
1.78 MINUTES EXECUTION TIME

1 //n1i OVID(PiLU001VKt,LnL,,,,LVt'JH),L1SL,tK1Y=G,11Mt,=(1,), JUL'
// NOT IFY=RTYA208,MSGCLASS=A,MSGLEVEL=(1,1), PASSWORD= 00C
***ROUTE PRINT NCSCCA.R141 00
***JOBPARM LINES=100 00
2 // EXEC SAS,OPTIONS='ERRORS=1, LS=75' 000
3 XXSAS PROC ENTRY=SASXAL,GREGION=4096K,PRINT='*',
XX PRODFIX='SYS2.SAS',
XX CONFIG=NULLFILE,
XX OPTIONS=,
XX WORK='2000,500'
***********************************************************************
*** PRODUCT: MVS SAS RELEASE 6.06 ***
*** DOCUMENTATION: SAS COMPANION FOR THE MVS ENVIRONMENT, V6 ***
*** FROM: SAS INSTITUTE INC., BOX 8000, CARY, NC 27512-8000 ***
***********************************************************************
4 XXSAS EXEC PGM=&ENTRY,PARM='&OPTIONS',REGION=&GREGION
IEF653I SUBSTITUTION JCL - PGM=SASXAL,PARM='ERRORS=1, LS=75',REGION=4096K
5 XXSTEPLIB DD DISP=SHR,DSN=&PRODFIX..LIBRARY
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.LIBRARY
6 XXCONFIG DD DISP=SHR, DSN=&PRODFIX..CNTL(BATCHXA)
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.CNTL(BATCHXA)
7 XX DD DISP=SHR,DSN=&CONFIG
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=NULLFILE
8 XXSASAUTOS DD DISP=SHR,DSN=&PRODFIX..AUTOLIB
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.AUTOLIB
9 XXSASHELP DD DISP=SHR,DSN=&PRODFIX..SASHELP
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.SASHELP
10 XXSASMSG DD DISP=SHR,DSN=&PRODFIX..SASMSG
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.SASMSG
11 XXMAPS DD DISP=SHR,DSN=&PRODFIX..MAPS
IEF653I SUBSTITUTION JCL - DISP=SHR,DSN=SYS2.SAS.MAPS
12 XXWORK DD UNIT=SYSDA,SPACE=(6144,(&WORK),,, ROUND),
IEF653I SUBSTITUTION JCL - UNIT=SYSDA,SPACE=(6144,(2000,500),,,ROUND),
XX DCB=(RECFM=FS,DSORG=PS,LRECL=6144,BLKSIZE=6144)
13 XXSASLOG DD SYSOUT=&PRINT
IEF653I SUBSTITUTION JCL - SYSOUT=*
14 XXSASLIST DD SYSOUT=&PRINT
IEF653I SUBSTITUTION JCL - SYSOUT=*
15 XXSASPARM DD UNIT=SYSDA,SPACE=(400,(100,300)),
XX DCB=(RECFM=FB,LRECL=80,BLKSIZE=400,BUFNO=1)
16 XXSYSUDUMP DD SYSOUT=P
*;** ADD A LINE LIKE THE FOLLOWING TO CREATE A MACHINE-READABLE DUMP
***SYSMDUMP DD DSN=DUMP,UNIT=SYSDA,DISP=(NEW,CATLG),SPACE=(TRK,(20,5))
17 //SAS.M DD DSN=RTYA208.IDMR1290.DATA,DISP=SHR 000
18 //SAS.N DD DSN=RTYA208.IDMR0691.DATA,DISP=SHR 000
19 //SAS.SYSIN DD * 000

[CH70001I RTY , •LAST ACCESS AT 14:30:12 ON FRIDAY, MARCH 20,
1992
IEF236I
IEF237I
IEF237I
IEF237I
IEF237I
IEF237I
IEF237I
IEF237I
IGD101I
[GD101I
IEF237I
IEF237I
[GD100I
IEF237I
[GD103I
[GD103I
IEF237I
IEF237I
[EF285I
[EF285I
[EF142I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[EF285I
[GD105I
[EF285I
[EF285I
[EF285I
[EF285I
[GD104I
[GD104I
[EF285I
ICC902 I
ICC900 I
ICC904I
ICC900 I
ICC906I
ICC900I
ICC908I
ICC900 I
ICC910I
ICC900I
ICC912I
1CC912I
ICC912I
1CC900I
ICC914I
ICC914I
ICC900I
1CC916I
ICC916I
1CC916I
1CC900I
ALLOC. FOR RTY84 SAS
A8C ALLOCATED TO STEPLIB
A8C ALLOCATED TO CONFIG
DMY ALLOCATED TO
A8C ALLOCATED TO SASAUTOS
A8C ALLOCATED TO SASHELP
A8C ALLOCATED TO SASMSG
A8C ALLOCATED TO MAPS
SMS ALLOCATED TO DDNAME (WORK )
DSN(5YS92080.T143632.RA000.RTY84.R0000001
STORCLAS (SCGUAR) MGMTCLAS ( ) DATACLAS
VOL SER NOS= TEMPT6
JES2 ALLOCATED TO SASLOG
JES2 ALLOCATED TO SASLIST
VIO ALLOCATED TO DDNAME SASPARM DATACLAS
JES2 ALLOCATED TO SYSUDUMP
SMS ALLOCATED TO DDNAME M
SMS ALLOCATED TO DDNAME N
JES2 ALLOCATED TO SYSIN
A8C ALLOCATED TO SYS00001
SYS2.SAS.NEWS
VOL SER NOS= PLIB06.
RTY84 SAS - STEP WAS EXECUTED - COND CODE 0000
SYS2.SAS.LIBRARY
VOL SER NOS= PLIB06.
SYS2.SAS.CNTL
VOL SER NOS= PLIB06.
SYS2.SAS.AUTOLIB
VOL SER NOS= PLIB06.
SYS2.SAS.SASHELP
VOL SER NOS= PLIB06.
SYS2.SAS.SASMSG
VOL SER NOS= PLIB06.
SYS2.SAS.MAPS
VOL SER NOS= PLIB06.
SYS92080.T143632.RA000.RTY84.R0000001
RTY.RTY84.JOB14784.D0000102.?
RTY.RTY84.JOB14784.D0000103.?
SYS92080.T143632.RA000.RTY84.R0000002
RTY.RTY84.JOB14784.D0000104.?
RTYA208.IDMR1290.DATA
RTYA208.IDMR0691.DATA
RTY.RTY84.JOB14784.D0000101.?
***************** U.S.EPA SYSTEM EPA2 -
JOB14784 RTY84 STEP SAS
KEPT
KEPT
KEPT
KEPT
KEPT
KEPT
KEPT
DELETED,
SYSOUT
SYSOUT
DELETED
SYSOUT
RETAINED,
RETAINED,
SYSIN
STEP SUMMARY
DDNAME=WORK
DDNAME=M
DDNAME=N
START 03/20/92 14:36:32 STOP 03/20/92 14:38:19 ELAPSED
TCB :18.50, SRB
I/O COUNTS: DA 3237, MT
:00.37, VEC
0, OTHER
I/O BY DDNAME(UNIT) CONFIG(A8C):
SASMSG(A8C): 59 WORK(A67):
N(897): 5 SYS00001(A8C):
3
1472
3
:00.00 TOTAL
0 TOTAL
SASHELP(A8C):
M(AC7):
REGION USAGE: REGION REQUESTED
BELOW 676K, SYS 232K; ABOVE 1316K, SYS 9412K; TOTAL
PAGING COUNTS:
IN: 19, VIO 0, SWAP 129, HSPACE 0 TOTAL
OUT: 0, VIO 0, SWAP 129, HSPACE 0 TOTAL
*****************
*
CC: 0 *
*
1:46 *
*
:18.87 *
*
3237 *
*
*
*
*
*
4096K *
11636K *
*
*
148 *
129 *
*
16
1679

lCC' I I ST E (aiAKbi; 5 AT YKT X I( I AUTUK=1)
1CC918I. CPU • •:18.87 @ $580.00/HR $3.04 *
1CC918I I/O 3237 @ $.22/1000 $.71 *
1CC918I *
1CC918I TOTAL COST: $3.75 *
1CC900I *
1CC901I***********************************************************************
[EF373I STEP /SAS / START 92080.1436
[EF374I STEP /SAS / STOP 92080.1438 CPU OMIN 18.50SEC SRB OMIN 00.37SEC VI
1CC903I ***************** U.S.EPA SYSTEM EPA2 - JOB SUMMARY *****************
1CC900I *
1CC905I JOB14784 RTY84 1 STEPS CC: 0 *
1CC900I *
1CC907I SUBMIT FRIDAY 03/20/92 14:36:31 ON QUEUE :02 *
1CC900I *
1CC907I START 03/20/92 14:36:32 STOP 03/20/92 14:38:19 ELAPSED 1:46 *
1CC90OI *
1CC909I TCB :18.50, SRB :00.37, VEC :00.00 TOTAL :18.87 *
1CC900I 14:
1CC911I I/O COUNTS: DA 3237, MT 0, OTHER 0 TOTAL 3237
1CC900I *
1CC919I JOB CHARGES AT PRTY 2 (FACTOR=1) *
1CC919I CPU :18.87 @ $580.00/HR $3.04 *
1CC919I I/O 3237 @ $.22/1000 $.71
fCC918I *
1CC919I TOTAL COST: $3.75
1CC900I *
1CC901I***********************************************************************
[EF375I JOB /RTY / START 92080.1436
[EF376I JOB /RTY / STOP 92080.1438 CPU OMIN 18.50SEC SRB OMIN 00.37SEC

1. Ll1C otia7 oybLCL1LL 1`*: J / E L-1Udy, 1•1dLC:l1 GV, 1VVG
'OTE: Copyright(c) 1989 by SAS Institute Inc., Cary, NC USA.
TOTE: SAS (r) Proprietary Software Release 6.06.01
Licensed to ENVIRONMENTAL PROTECTION AGENCY, Site 0019614001.
VOTE: Running on IBM Model 9021 Serial Number 010498,
IBM Model 9021 Serial Number 110498,
IBM Model 9021 Serial Number 210498,
IBM Model 9021 Serial Number 310498,
IBM Model 9021 Serial Number 410498,
IBM Model 9021 Serial Number 510498.
Welcome to the new SAS System, Release 6.06.
Changes and enhancements available in SAS Release 6.06 are documented
in the "SAS Companion for the MVS Environment."
40TE: The SASUSER library was not specified. SASUSER library will now be
the same as the WORK library.
TOTE: All data sets and catalogs in the SASUSER library will be deleted at
the end of the session. Use the NOWORKTERM option to prevent their
deletion.
!COTE: SAS system options specified are:
ERRORS=1, LS=75
10TE: The initialization phase used 0.20 CPU seconds and 876K.
L DATA ALL;
)0000900
INFILE M END=ENDM;
)0001000
3 IF ENDM THEN INFILE N;
)0001100
INPUT #1 NPDES $ 1-9 PIPE 10-11 IUNUM $ 12-15 @16 DATE YYMMDD6.
)0001300
5 POTW $ 22-72
)0001400
5 #2 IU_NAME $ 22-55
)0001500
7 #3 SIC 22-25 CATEGORY 26-28 SUBPART $ 29-30 @31 PREDATE
)0001600
3 YYMMDD6. FLOW 37-42 PROCFLOW 43-47 PROD 48-53 TYPE $ 54
)0001700
METHOD $ 55
)0001800
10 #4 BOD 22-26 COD 27-31 TSS 32-36 TS 37-41 TEMP 42-46 PH $ 47-51
)0001900
11 OIL 52-56 NH3 57-61 TKN 62-66 NO3 67-71 TP 72-76
)0002000
L2 #5 CN 22-26 PHENOL 27-31 SULFIDE 32-36 FL 37-41 AG 42-46
)0002100
13 AL 47-51 AS 52-56 CD 57-61 CO 62-66 CR_HEX 67-71 CR_TOT 72-76
)0002200
L4 #6 CU 22-26 FE 27-31 HG 32-36 MG 37-41 MN 42-46 NI 47-51
)0002300
L5 PB 52-56 SE 57-61 ZN 62-66 TOT_MET 67-71 TTO 72-76
)0002400
L6 #7 ALK 22-26 TOLUENE 27-31 VS 32-36 MBAS 37-41 CHLORIDE 42-46

G lne bAb System 14 : J / r rlaay, iiarcn GU, 1y'L
00002500
17 SS 47-51 BA 52-56 COLORS 57-61 SB 62-66 CN_A 67-71 SN 72-76
D0002600
18 #8 SO4 22-26 NA 27-31 CHL_BEN 32-36 BORON 37-41 GE 42-46
SILICON 47-51
D0002700
19 TDS 52-56 CHOH 57-61 CHLORINE 62-66 LC50 67-71
D0002800
20 #9
D0002900
21 #10;
D0003 000
22
D0003200
23
D0003300
24
D0003400
25
D0003500
26
D0003600
27
D0003700
28
D0003800
29
D0003900
30
D0004000
31
D0004100
32
D0004200
33
D0004300
34
D0004400
35
D0004500
36
D0004600
37
D0004700
38
D0004710
39
D0004800
FLOW=FLOW/1000;
BODL=BOD*FLOW*8.34;
CODL=COD*FLOW*8.34;
TSSL=TSS*FLOW*8.34;
CDL=CD*FLOW*8.34;
CRL=CR_TOT*FLOW*8.34;
CUL=CU*FLOW*8.34;
NIL=NI*FLOW*8.34;
PBL=PB*FLOW*8.34;
ZNL=ZN*FLOW*8.34;
CNL=CN*FLOW*8.34;
HGL=HG*FLOW*8.34;
AGL=AG*FLOW*8.34;
ASL=AS*FLOW*8.34;
PHENOLL=PHENOL*FLOW*8.34;
ELL=FL*FLOW*8.34;
TOLUENEL=TOLUENE*FLOW*8.34;
FORMAT DATE DATE.;
NOTE: The infile M is:
Dsname=RTYA208.IDMR1290.DATA,
Unit=3380,Volume=USS130,Disp=SHR,Blksize=8000,
Lrec1=80,Recfm=FB
NOTE: The infile N is:
Dsname=RTYA208.IDMR0691.DATA,
Unit=3380,Volume=USS033,Disp=SHR,Blksize=8000,
Lrec1=80,Recfm=FB
NOTE: Invalid data for DATE in line 21 16-21.

3 lne yscem 14.S i r riaay, i'iarcn zu, i
3RROR: Limit set by ERRORS= option reached. Further errors of this type
will not be printed.
EULE: ----+----1----+----2----+----3----+----4----+----5----+----6----
21 NC0025445010001901918CITY OF RANDLEMAN
22 NC0025445010001901918COMMONWEALTH HOSIERY
23 NC0025445010001901918 900821000022 UC
24 NC0025445010001901918001170062200051 00033007.3042.3 017
55 .9
25 NC0025445010001901918 0.019 .005000.11 .0050
55 0.024
26 NC00254450100019019180.037 .0002 0.0500.050 00.
55 25
27 NC0025445010001901918
28 NC0025445010001901918
29 NC0025445010001901918
30 NC0025445010001901918
ENDM=O NPDES=NC0025445 PIPE=1 IUNUM=0001 DATE=. POTW=CITY OF RANDLEMAN
1U_NAME=COMMONWEALTH HOSIERY SIC=. CATEGORY=. SUBPART= PREDATE=11190
FLOW=0.022 PROCFLOW=. PROD=. TYPE=U METHOD=C BOD=117 COD=622 TSS=51 TS=.
rEMP=33 PH=007.3 OIL=42.3 NH3=. TKN=17.9 NO3=. TP=. CN=. PHENOL=0.019
SULFIDE=. FL=. AG=0.005 AL=0.11 AS=. CD=0.005 CO=. CR_HEX=. CR_TOT=0.024
M=0.037 FE=. HG=0.0002 MG=. MN=. NI=0.05 PB=0.05 SE=. ZN=0.25 TOT_MET=.
rro=. ALK=. TOLUENE=. VS=. MBAS=. CHLORIDE=. SS=. BA=. COLORS=. SB=. CN_A=.
3N=. 504=. NA=. CHL_BEN=. BORON=. GE=. SILICON=. TDS=. CHOH=. CHLORINE=.
LC50=. BODL=21.46716 CODL=114.12456 TSSL=9.35748 CDL=0.0009174
311L=0.00440352 CUL=0.00678876 NIL=0.009174 PBL=0.009174 ZNL=0.04587 CNL=.
TGL=0.000036696 AGL=0.0009174 ASL=. PHENOLL=0.00348612 FLL=. TOLUENEL=.
ERROR_=1 N_=3
!TOTE: LOST CARD.
!10TE: 167749 records were read from the infile M.
40TE: 0 records were read from the infile N.
IOTE: Missing values were generated as a result of performing an operation
on missing values.
Each place is given by: (Number of times) at (Line):(Column).
9377 at 22:10 12560 at 23:9 12560 at 23:14 13622 at 24:9
13622 at 24:14 12678 at 25:9 12678 at 25:14 14492 at 26:7
14492 at 26:12 14195 at 27:11 14195 at 27:16 13926 at 28:7
13926 at 28:12 14268 at 29:7 14268 at 29:12 14207 at 30:7
14207 at 30:12 13921 at 31:7 13921 at 31:12 14858 at 32:7
14858 at 32:12 16035 at 33:7 16035 at 33:12 15086 at 34:7
15086 at 34:12 16188 at 35:7 16188 at 35:12 16293 at 36:15
16293 at 36:20 16653 at 37:7 16653 at 37:12 16767 at 38:17
16767 at 38:22
q0TE: The data set WORK.ALL has 16774 observations and 85 variables.
!TOTE: The DATA statement used 17.31 CPU seconds and 1507K.
10
)0004810
11
)0004820
DATA FINAL; SET ALL;
IF NPDES NE 'NC0023736' THEN DELETE;
4OTE: The data set WORK.FINAL has 11 observations and 85 variables.
'COTE: The DATA statement used 0.66 CPU seconds and 1519K.
12
)0004900
PROC SORT;BY NPDES IUNUM PIPE;
!COTE: SAS sort was used.

z 111C ono oy� L�,n 1'* :.3 i r ri.uay, ijarcn zu, .L iZ
NOTE: The
NOTE: The
data set WORK.FINAL has 11 observations and 85 variables.
PROCEDURE SORT used 0.03 CPU seconds and 1548K.
43
00005000
44
00005100
45
00005200
46
00005300
47
+!PHENOLL
D0005400
48
D0005500
ROTE: The
ROTE: The
49
D0005600
NOTE : The
ROTE: The
50
D0005700
ROTE: SAS
ROTE: The
ROTE: The
51
30005800
ROTE: The
ROTE: The
52
30005900
ROTE: SAS
ROTE: The
ROTE: The
53
D0006000
NOTE: The
ROTE: The
PROC MEANS MEAN NOPRINT; BY NPDES IUNUM PIPE;
VAR CDL CRL CUL NIL PBL ZNL CNL HGL AGL ASL PHENOLL FLL
BODL CODL TSSL TOLUENEL FLOW;
OUTPUT OUT=LOADS
MEAN=MCDL MCRL MCUL MNIL MPBL MZNL MCNL MHGL MAGL MASL
MFLL MBODL MCODL MTSSL MTOLUL MFLOW;
data set WORK.LOADS has 4 observations and 22 variables.
PROCEDURE MEANS used 0.04 CPU seconds and 1627K.
DATA IULOAD; SET LOADS;
data set WORK.IULOAD has 4 observations and 22 variables.
DATA statement used 0.02 CPU seconds and 1627K.
PROC SORT;BY NPDES IUNUM PIPE;
sort was used.
data set WORK.IULOAD has 4 observations and 22 variables.
PROCEDURE SORT used 0.02 CPU seconds and 1627K.
PROC PRINT;
PROCEDURE PRINT printed page 1.
PROCEDURE PRINT used 0.04 CPU seconds and 1685K.
PROC SORT;BY NPDES;
sort was used.
data set WORK.IULOAD has 4 observations and 22 variables.
PROCEDURE SORT used 0.03 CPU seconds and 1685K.
PROC MEANS SUM;BY NPDES;
PROCEDURE MEANS printed page 2.
PROCEDURE MEANS used 0.02 CPU seconds and 1685K.
MDR: Errors printed on page 3.
NOTE: The SAS session used 18.40 CPU seconds and 1685K.
NOTE: SAS Institute Inc., SAS Circle, PO Box 8000, Cary, NC 27512-8000

•
1ne bAS system 14: J / i riaay, march LV, .L99
1
0
B
5
N
P
D
E
S
1 NC0023736
2 NC0023736
3 NC0023736
4 NC0023736
I
U
N
U
M
0004
0007
0008
0010
T F
P Y R
I P E
P E Q
E
1 0 2
1 0 5
1 0 2
1 0 2
M M M
D C H A
B N G G
5 L L L
1 .0021475 .0036696
2 .0033810 .0064218
3 .0040449 .0079230
4 .0015637 .0026688
M
C
D
L
.0014095
.0027022
.0044577
.0008465
M
P
H
E
M N M
A O F
S L L
L L L
M
C
R
L
0.011634
0.027022
0.052834
0.012051
M
C
U
L
0.04197
0.31183
0.05969
0.00623
M M
B C
O 0
D D
L L
M
N
I
0.009799
0.021884
0.019974
0.007131
• 31.817 78.730
• 41.604 246.864
• 145.762 627.502
69.722 157.793
M
T
S
S
L
M
P
B
L
0.011634
0.027022
0.023936
0.008465
43.877
160.824
34.207
56.095
M
T
0
L
U
L
•
•
•
M
Z
N
L
0.11810
0.07359
0.08955
0.02569
M
F
L
0
W
0.0515
0.0776
0.0970
0.0375

J. ie aria oys t:em 1't : 3 / r rlaay, riarcn Zu, L 6
e r 2
NPDES=NC0023736
Variable
Sum
PIPE
TYPE_
_FRES.
MCDL
MCRL
MCUL
MNIL
MPBL
MZNL
MCNL
MHGL
MAGL
MASL
MPHENOLL
MFLL
MBODL
MCODL
MTSSL
MTOLUL
MFLOW
4.0000000
0
11.0000000
0.0094159
0.1035411
0.4197188
0.0587887
0.0710568
0.3069349
0.0111372
0.0206832
288.9059400
1110.89
295.0024800
0.2636000

Discharger
Receiving Stream :
MODEL RESULTS
LENOIR-GUNPOWDER CRK
GUNPOWDER CREEK
SUMMER
QEFF=1.2 MGD, BOD5=30 MG/L
NH3-N=2.6 MG/L
The End D.O. is
The End CBOD is
The End NBOD is
8.25
0.00
0.00
mg/l.
mg/1.
mg/1.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
Reach 2
Reach 3
DO Min
(mg/1) Milepoint Reach #
5.03
7.99
4.70 7
0.00 1
WLA
CBOD
(mg/1)
60.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
WLA
NBOD
(mg/1)
11.70
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
WLA
DO Waste Flow
(mg/1) (mgd)
5.00 1.20000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : LENOIR-GUNPOWDER CRK Subbasin : 030832
Receiving Stream : GUNPOWDER CREEK Stream Class: C
Summer 7Q10 3.0 Winter 7Q10 : 4.3
Design Temperature: 25.0
'LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN I
I mile 1 ft/mil fps 1 ft Idesign l @204 Idesign l @204 Idesign'
Segment 1
Reach 1
1 1 1 1 1 1 1 1
2.301 18.201 0.351 1 1.01 1 0.39 10.31 112.82 1 11.501 0.44
1 1 I 1 1 1 1 I I
Segment 1 I 1.601 11.101 0.317 1 1.16 1 0.34 10.27 1 7.06 1 6.331 0.44
Reach 2 I 1 I I 1 I 1 I I
1 I I 1 1 I 1 1 I
Segment 1 1 0.401 6.251 0.274 1 1.29 1 0.30 10.24 13.44 1 3.081 0.44
Reach 3 I 1 I 1 I 1 1 1 I
1 1 I 1 1 1 1 1 I
Segment 1 1 0.051 6.251 0.293 1 1.43 10.30 1 0.24 1 3.68 1 3.30I 0.44
Reach 4 1 1 1 1 1 1 1 1 I
I 1 1 1 1 1 I 1 I
Segment 1 I 0.051 3.001 0.237 11.59 10.27 1 0.22 1 1.43 I 1.281 0.44
Reach 5 I 1 I 1 I 1 I 1 I
1 I 1 1 1 I I 1 I
Segment 1 I 0.051 1.001 0.173 1 1.86 1 0.26 10.21 1 1.11 1 1.001 0.44
Reach 6 1 1 1 1 I 1 1 1 I
Segment 1 1 0.501 0.101 0.008 3.50 0.25 0.20 0.64 0.57 0.44
Reach 7 I 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.501 0.101 0.004 1 7.00 1 0.25 10.20 10.32 1 0.291 0.44
Reach 8 I 1 1 1 I 1 1 1 I
1 1 I I 1 1 1 1 I
Segment 1 I 0.50I 0.101 0.003 110.50 1 0.25 10.20 10.22 1 0.20I 0.44
Reach 9 1 I 1 1 1 I I 1 I
I 1 1 1 I I 1 1 I
Segment 2 1 0.501 0.101 0.002 114.00 10.25 10.20 10.22 I 0.201 0.44
Reach 1 I 1 I 1 1 I 1 1 I
1 1 I 1 1 I 1 1 I
Segment 2 1 0.501 0.101 0.002 117.50 10.25 10.20 10.22 1 0.201 0.44
Reach 2 1 1 I I I 1 1 1 I
Segment 2
Reach 3
I 1 1 1 I I 1 I
0.151 0.101 0.001 118.60 10.25 1 0.20 10.22 1 0.201 0.44
1 1 1 1 1 1 1 I

1 Flow I CBOD 1 NBOD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 1.860 160.000 111.700 1 5.000
Headwaters) 3.000 1 2.000 1 1.000 I 7.440
Tributary 1 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.490 1 2.000 1 1.000 1 7.440
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.490 1 2.000 1 1.000 1 7.440
Segment 1 Reach 3
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.000 1 2.000 I 1.000 1 7.440
* Runoff 1 0.490 1 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 2.000 1 2.000 I 1.000 1 7.440
* Runoff 1 0.210 1 2.000 I 1.000 1 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.210 1 2.000 I 1.000 1 7.440
Segment 1 Reach 6
Waste 1 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.210 1 2.000 1 1.000 1 7.440
Segment 1 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.210 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.000 1 2.000 I 1.000 I 7.440
* Runoff 1 0.210 1 2.000 1 1.000 I 7.440
Segment 1 Reach 9
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.000 1 2.000 I 1.000 I 7.440
* Runoff 1 0.210 1 2.000 1 1.000 1 7.440

a e
Segment 2 Reach 1
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Headwaters i 0.000 1 2.000 I 1.000 1 7.440
Tributary I 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.210 1 2.000 1 1.000 1 7.440
Segment 2 Reach 2
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.200 1 2.000 I 1.000 1 7.440
* Runoff 1 0.210 1 2.000 1 1.000 1 7.440
Segment 2 Reach 3
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.210 1 2.000 I 1.000 1 7.440
* Runoff flow is in cfs/mile

I Seg # I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reach #
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
6
I Seg Mi I
0.00
0.23
0.46
0.69
0.92
1.15
1.38
1.61
1.84
2.07
2.30
2.30
2.46
2.62
2.78
2.94
3.10
3.26
3.42
3.58
3.74
3.90
3.90
3.94
3.98
4.02
4.06
4.10
4.14
4.18
4.22
4.26
4.30
4.30
4.31
4.31
4.32
4.32
4.33
4.33
4.34
4.34
4.35
4.35
4.35
4.36
4.36
4.37
4.37
4.38
4.38
4.38
4.39
4.39
4.40
4.40
D.O.
6.51
6.86
7.09
7.23
7.32
7.39
7.44
7.48
7.51
7.54
7.56
7.56
7.50
7.45
7.42
7.39
7.38
7.37
7.37
7.37
7.38
7.39
7.39
7.37
7.35
7.33
7.31
7.29
7.27
7.26
7.24
7.23
7.22
7.27
7.27
7.27
7.26
7.26
7.26
7.26
7.26
7.26
7.26
7.26
7.26
7.26
7.25
7.25
7.25
7.24
7.24
7.24
7.24
7.23
7.23
7.23
I CBOD
24.20
23.32
22.49
21.70
20.95
20.24
19.55
18.90
18.28
17.69
17.12
17.12
16.75
16.39
16.04
15.70
15.38
15.06
14.75
14.45
14.15
13.87
13.87
13.80
13.73
13.66
13.59
13.52
13.45
13.38
13.31
13.25
13.18
10.69
10.68
10.68
10.67
10.67
10.66
10.66
10.66
10.65
10.65
10.64
10.64
10.64
10.63
10.63
10.62
10.62
10.61
10.61
10.61
10.60
10.60
10.60
SUMMER
QEFF=1.2 MGD, BOD5=30 MG/L
NH3-N=2.6 MG/L
NBOD I
5.10
4.91
4.74
4.58
4.43
4.28
4.14
4.00
3.88
3.75
3.64
3.64
3.55
3.47
3.40
3.32
3.25
3.18
3.11
3.04
2.98
2.92
2.92
2.90
2.88
2.86
2.85
2.83
2.82
2.80
2.78
2.77
2.75
2.36
2.36
2.36
2.36
2.36
2.35
2.35
2.35
2.35
2.35
2.35
2.35
2.35
2.35
2.34
2.34
2.34
2.34
2.34
2.34
2.34
2.33
2.33
Flow I
4.86
4.97
5.09
5.20
5.31
5.42
5.54
5.65
5.76
5.87
5.99
5.99
6.07
6.14
6.22
6.30
6.38
6.46
6.54
6.61
6.69
6.77
6.77
6.79
6.81
6.83
6.85
6.87
6.89
6.91
6.93
6.95
6.97
8.97
8.97
8.97
8.97
8.97
8.97
8.97
8.97
8.98
8.98
8.98
8.98
8.98
8.98
8.98
8.98
8.98
8.98
8.98
8.99
8.99
8.99
8.99

1 6 4.40 7.22 10.59 2.33 8.99
1 6 4.41 7.22 10.58 2.33 8.99
1 6 4.41 7.22 10.58 2.33 8.99
1 6 4.42 7.21 10.57 2.33 8.99
1 6 4.42 7.21 10.57 2.32 8.99
1 6 4.43 7.20 10.56 2.32 8.99
1 6 4.43 7.20 10.55 2.32 9.00
1 6 4.44 7.19 10.55 2.32 9.00
1 6 4.44 7.19 10.54 2.32 9.00
1 6 4.45 7.18 10.54 2.31 9.�00
1 7 4.45 7.18 10.54 2.31 f9.0
1 7 4.50 6.24 9.56 1.95 9.01
1 7 4.55 5.63 8.68 1.65 9.02
1 7 4.60 5.27 7.87 1.39 9.03
1 7 4.65 5.09 7.14 1.18 9.04
1 7 4.70 5.03 6.48 0.99 9.05
1 7 4.75 5.07 5.88 0.84 9.06
1 7 4.80 5.16 5.34 0.71 9.07
1 7 4.85 5.30 4.85 0.60 9.08
1 7 4.90 5.46 4.40 0.51 9.09
1 7 4.95 5.64 3.99 0.43 9.10
1 8 4.95 5.64 3.99 0.43 9.10
1 8 5.00 5.49 3.29 0.31 9.11
1 8 5.05 5.51 2.72 0.22 9.12
1 8 5.10 5.64 2.24 0.16 9.13
1 8 5.15 5.83 1.85 0.11 9.15
1 8 5.20 6.05 1.52 0.08 9.16
1 8 5.25 6.28 1.26 0.06 9.17
1 8 5.30 6.50 1.04 0.04 9.18
1 8 5.35 6.72 0.86 0.03 9.19
1 8 5.40 6.91 0.71 0.02 9.20
1 8 5.45 7.09 0.59 0.02 9.21
1 9 5.45 7.09 0.59 0.02 9.21
1 9 5.50 7.21 0.46 0.01 9.22
1 9 5.55 7.32 0.35 0.01 9.23
1 9 5.60 7.44 0.28 0.01 9.24
1 9 5.65 7.55 0.21 0.00 9.25
1 9 5.70 7.65 0.17 0.00 9.26
1 9 5.75 7.74 0.13 0.00 9.27
1 9 5.80 7.81 0.10 0.00 9.28
1 9 5.85 7.88 0.08 0.00 9.29
1 9 5.90 7.94 0.06 0.00 9.30
1 9 5.95 7.99 0.05 0.00 9.31
2 1 0.00 7.99 0.05 0.00 9.31
2 1 0.05 8.05 0.04 0.00 9.32
2 1 0.10 8.10 0.03 0.00 9.33
2 1 0.15 8.14 0.02 0.00 9.34
2 1 0.20 8.17 0.01 0.00 9.36
2 1 0.25 8.19 0.01 0.00 9.37
2 1 0.30 8.20 0.01 0.00 9.38
2 1 0.35 8.21 0.01 0.00 9.39
2 1 0.40 8.22 0.01 0.00 9.40
2 1 0.45 8.23 0.01 0.00 9.41
2 1 0.50 8.23 0.01 0.00 9.42
2 2 0.50 8.22 0.05 0.02 9.62
2 2 0.55 8.21 0.03 0.01 9.63
2 2 0.60 8.21 0.02 0.01 9.64
2 2 0.65 8.21 0.02 0.00 9.65
2 2 0.70 8.22 0.01 0.00 9.66
2 2 0.75 8.22 0.01 0.00 9.67

2 2 0.80 8.23 0.01 0.00 9.68
2 2 0.85 8.23 0.01 0.00 9.69
2 2 0.90 8.24 0.01 0.00 9.70
2 2 0.95 8.24 0.01 0.00 9.71
2 2 1.00 8.24 0.01 0.00 9.72
2 3 1.00 8.24 0.01 0.00 9.72
2 3 1.01 8.24 0.00 0.00 9.73
2 3 1.03 8.24 0.00 0.00 9.73
2 3 1.04 8.25 0.00 0.00 9.73
2 3 1.06 8.25 0.00 0.00 9.74
2 3 1.07 8.25 0.00 0.00 9.74
2 3 1.09 8.25 0.00 0.00 9.74
2 3 1.10 8.25 0.00 0.00 9.75
2 3 1.12 8.25 0.00 0.00 9.75
2 3 1.13 8.25 0.00 0.00 9.75
2 3 1.15 8.25 0.00 0.00 9.75
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I