HomeMy WebLinkAboutNC0044725_Wasteload Allocation_19920930NPDES DOCUMENT SCANNINI& COVER SHEET
NC0044725
LMAC WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
September 30, 1992
This document is printed on reuse paper - ignore any
content on the reirerse aide
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0044725
PERMITTEE NAME:
FACILITY NAME:
Laurinburg - Maxton Airport Commission
Laurinburg - Maxton Airport
Facility Status: Existing
Permit Status: Renewal
Major 1/ Minor zk
Pipe No.: 001
Design Capacity: 1.0 MGD
Domestic (% of Flow): 10 %*
Industrial (% of Flow): 90 %*
Comments:
*from staff report. PIRF shows Industrial percentage to be ±63%
RECEIVING STREAM: Lumber River
Class: C-Sw HQW
Sub -Basin: - O3-07 4 03 - o - 5 l
Reference USGS Quad: H 21 SE
(please attach)
County: Scotland
Regional Office: Fayetteville Regional Office
Previous Exp. Date: 7/31/92 Treatment Plant Class: III
Classification changes within three miles:
No change
Requested by: Charles Lowe
Prepared by:
Reviewed by:
usctkeu w a
Date: 6/8/92
Date:
Date:
9
Modeler
Date Rec.
#
SPAu)
[O 40gz
661(03
Drainage Area (mi2 ) `�j(p' ] Avg. Streamflow (cfs): 51/
7Q10 (cfs) )1) Winter 7Q10 (cfs) /1 30Q2 (cfs)
Toxicity Limits: IWC 2. 8 %Citytre.i.G Acute/Chronic
clOMAZieg
Instream Monitoring:
Parameters 7n /era Vi' L' (6kd 074rfit axit r
Location /
Location
Upstream }/
Downstream )/
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
�-
•,_56
NH3-N (mg/1)
UP
_
D.O. (mg/l)
5-
TSS (mg/1)
v
da
F. Col. (/100 ml)
0200
t260
pH (SU)
Cr 9
_ G)
Chlorvx_.P (INA)
iyl62u-ivr
{M eld-4W
WoriC1(/c1)
$300 (Dal AN)
1 `1sDCf rn1)
.0c1.1 UY) -(/d)
( goo (tJoJ,4e)
.
IOW (Daing44
c k,aL±C/d)
3.0 tata )
5.z/ Cad MI6
xAuA�� 70)
fezu.-f-o✓i(�.4(.. on 1 eruivrn) =
,4)t w/P
omments:
mo
juo�e: i oxi cr -f y 1-6-fin
Hato CD, fterew#q
11744..
AAPAI
IAA
wQ
WQ
w
Al
}Fecgvir�e' 1c ' arc r
vn ovt, .f.Sheel.
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request #
Laurinburg-Maxton Airport Commission
NC0044725
10% Domesitc 90% Industrial
Existing
Renewal
Lumber River
C-Sw-HQW
030751
Scotland
FRO
Charles Lowe
6/9/92
H21SE
6963
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Renewal of Existing Facility. New monitoring requirements for toxics.
Limits may need to change due to new information from the Basin Managment Plan
scheduled for the Lumber River in November 1994.
Special Schedule Requirements and additional comments from Reviewers:
2.1336.2403
1989
367.0
111.0
148.0
511.0
171.0
1.38
Recommended by: f ��/1�$✓l D
Reviewed by
Instream Assessment: Date: q
q C Z
Regional Supervisor: ��^-a� Date: Y .?.?'S
Permits & Engineering: / .I Date: /2--/Q
RETURN TO TECHNICAL SERVICES BY:
OCT 1 0 1992.
figa!7.7
SEP 23 1992 0
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
1 •
2
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 1.0 1.0
BOD5 (mg/1): 24 30
NH3N (mg/1): 16
DO (mg/1): 5
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 1000 1000
pH (SU): 6-9 6-9
Residual Chlorine (µg/l): monitor monitor
Oil & Grease (mg/1):
TP (mg/1): monitor monitor
TN (mg/I): monitor monitor
Recommended Limits:
Monthly Average
Summer Winter WQ or EL
Wasteflow (MGD): 1.0 1.0
BOD5 (mg/1): 24 30
NH3N (mg/1): 16
DO (mg/1): 5
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
Residual Chlorine (14/1): monitor monitor
Oil & Grease (mg/1):
TP (mg/1): monitor monitor
TN (mg/1): monitor monitor
Limits Changes Due To: Parameter(,$) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures fecal coliform
New facility information
(explanation of any modifications to past modeling analysis including new flows, rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions, if applicable)
3
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
Chloride (lbs/d):
Sodium (lbs/d):
Cobalt (lbs/d):
Copper (ug/l):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/l):
Phenols (ug/l):
Mercury (ug/1):
Silver (ug/1):
Recommended Limits
Cadmium (ug/1):
Chromium (ug/1):
Copper (ug/l):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/l):
Silver (ug/l):
Chloride (lbs/d):
Sodium (lbs/d):
Cobalt (lbs/d):
TOXICS/METALS
Chronic / Quarterly / P/F
1.4%
1.4%
Mar/Jun/Sep/Dec
Daily Ave.
8300
6800
3.6
Monitor
Monitor
Daily
Monitor
Monitor
Monitor
Monitor
Monitor
Monitor
Monitor
Monitor
8300
6800
3.6
Daily Max
12450
10200
5.4
Daily Max
12450
10200
5.4
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification HQW - toxics monitoring
Relocation of discharge
Change in wasteflow
New pretreatment information Toxics monitoring
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
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: NC HWY 71
Downstream Location: NCSR 1303
Parameters: Temperature, DO, Fecal Coliform, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDPIIONS
Adequacy of Existing Treatment
Has the facility de strated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
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:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) N (Y or N)
(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 or N) If yes, explain with attachments.
Facility Name /ittirt4007- f %%CL t 9'y1-- Permit # iLI606447(9h 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 92. g % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
quarterly 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
/'Y7Q/J, TUll, 5e p, Dec . 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 well as all dose/response 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 //.0 cfs
Permitted Flow %- 0 MGD
IWC /. r3 e %
Basin & Sub -basin 61,4O7 S /
Receiving Stream Lumber iR; Vf K
County `.5("cf/ijicl
Nqw = (34-Iu)C
Recommended by:
_rahIA-
Date 9/a G11/yd---
QCL PIF Version 9/91
. Facility Name Linn ho Permit # zuc147 025 Pipe # OD /.
ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North Carolina
Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A Single Effluent
Concentration." The monitoring shall be performed as a Fathead Minnow (Pimephales promelas) 24 hour static
test, using effluent collected as a 24 hour composite. The effluent concentration at which there may be at no time
significant acute mortality is 90% (defined as treatment two in the North Carolina procedure document). Effluent
samples for self -monitoring purposes must be obtained during representative effluent discharge below all waste
treatment. The first test will be performed after thirty days from the effective date of this permit during the
months of k)la/, Ju.�l Se-p, r2ec-
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 TGE6C.
Additionally, DEM Form AT-2 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4101 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 well as all dose/response 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 either these monitoring requirements 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 / I I. 0 cfs
Permitted Flow ) • 0 MGD Recommended by:
BC ,. 3 - Oa - -51
Basin & Sub -basin 030 � S 1
Receiving Stream / ii her Fiver
County SCa-/-/a c/ Date ` 0 i ?--
QAL P/F Fathead 24 Version 9/91
CtUPiYl bLu'g - /i'IuXfor Arcbrf - arNw/ti 55ion
1.0 n161) FArtlinl Fm.twai
1096.Davrr¢pfi L 4dhAa/
)01- Lrrii13
GlJQS4 Pa)
SoDs
T55
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pa
.5oDi u.wl
ChlaricLe
040Per
zinc
1)-6&.Z h33&. 02g03'89
1 _31 3?•Vrta
C2117: 51.UV
761105= 11/1#76)10u;* /La eo-7)
3cx = /7/. tee c
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Lvr,itrt3 Csw-h'mkJ
idigiv6+ Ida./ 3
6 8 35l fr8 cl ggi)
c:26. °75 m9- ( a/19-)
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and a loglogyui loads afte 10Gu qk
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/`ut ill C ‘04140
09/01/92 ver 3.1 TOXICS REVIEW
Facility: Laurinburg-Maxton Airport Comm
NPDES Permit No.: NC0044725
Status (E, P, or M) : E
Permitted Flow: 1.0 mgd
a
Actual Average Flow: 0.5 mgd
Subbasin: 030751
Receiving Stream: Lumber River I PRETREATMENT DATA 1----EFLLUENT DATA---- 1
Stream Classification: C-Sw-HQW I ACTUAL PERMITTED! I
7Q10: 111.0 cfs I Ind. + Ind. + 1 FREQUENCY I
IWC: 1.38 % I Domestic PERMITTED Domestic 1 OBSERVED of Chronic!
Stn'd / Bkg 1 Removal Domestic Act.Ind. Total Industrial Total 1 Eflluent Criteria I
Pollutant AL Conc. 1 Eff. Load Load Load Load Load ( Conc. Violationsl
(ug/1) (ug/1) 1 $ (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)1
Cadmium S 1.0 1 92% 0.0 0.0 0.00 0.2 0.240 1 I
Chromium S 25.0 1 76% 0.0 0.3 0.34 1.6 1.590 1 I I
Copper AL 3.5 I 22% 0.0 0.3 0.35 1.5 1.470 1 I N
Nickel S 44.0 I 32% 0.0 0.0 0.04 0.7 0.740 I I P
Lead S 12.S 1 81% 0.0 0.6 0.65 0.6 0.600 1 I U
Zinc AL 25.0 1 1% 0.1 0.7 0.77 3.8 3.860 I I T
Cyanide S 2.5 1 59% 0.0 0.0 0.01 0.1 0.083 1 I
Mercury S 0.006 1 86% 0.0 1 I S
Silver AL 0.03 1 94% 0.0 0.0 0.01 0.0 0.020 1 I E
Selenium S 2.50 1 50% 1 I C
Arsenic S 25.00 1 40% 0.0 1 I T
Phenols S NA 1 30% 0.0 1 I I
NH3-N C 1 0% I 10
T.R.Chlor.AL 17.0 1 0% 1 I N
I I I
I I I
I I I
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
I Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Pollutant 1 Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ?
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S 1 7.53 72.613 0.020 4.862 0.00 Monitor 1 1 A
Chromium S 1 62.74 1815.323 20.844 96.625 0.00 Monitor Monitor 1 I N
Copper AL 1 2.70 254.145 69.917 290.332 0.00 Monitor Monitor 1 1 A
Nickel S 1 38.97 3194.968 6.371 127.416 0.00 Monitor 1 1 L
Lead S 1 39.63 907.661 31.127 28.866 0.00 Monitor Monitor 1 1 Y
Zinc AL 1 15.21 1815.323 192.020 967.622 0.00 Monitor Monitor 1 1 S
Cyanide S 1 3.67 181.532 1.453 8.658 0.00 Monitor 1 I I
Mercury S 1 0.03 0.436 0.000 0.000 0.00 1 I S
Silver AL 1 0.30 2.178 0.213 0.304 0.00 Monitor Monitor 1 I
Selenium S 1 3.01 181.532 0.000 0.000 0.00 1 1 R
Arsenic S 1 25.10 1815.323 0.000 0.000 0.00 1 1 E
Phenols S 1 0.000 0.000 0.000 0.00 1 1 S
NH3-N C 1 0.000 0.00 1 1 U
T.R.Ch1or.AL 1 1234.419 0.00 1 1 L
I I I T
I I S
I I I
WHOLE EFFLUENT T TOXICITY'EsTiNG 0(SELF-MONITORING SUMMARY '111u, AUg 13, 1911:
• •
I'ACILITY REQUIREMENT YEAR JAN 11111 MAR APR MAY JUN JUL AUG SEP OCT' NOV DEC
LAKE BOONE TRAIL PHILLIPS 66 PERMrr CFIRONIC UMIT:90% (GRAB)
NC0081230 Begin:03/16192 P:oquency: Q PA' A FEB MAY AUG NOV NciComp:Singlc
County: WAKE Region: R12.0 Subbasin: NE1102
Pr:O.0072 Special
7QI0:0.0 IWC(%):100 Order:
LAKE WACCAMAW W WF P LET AC TAR:SIGr`1 MOR RED 48 11R AC
NC0021081 Ilcgin:09/04/91 Fraptcncy: M N rnContp:
County:COLUMBUS • Region: WIRE Subbasin: LUM56
PF: 0.4 Special
7Q10:0.0 RVC(%):100 Order.
NR
sl ••• ••. --• ••- •-. -•- --- --- 32.28' 21.76' 51.76'
92 46.65• 24.15" 35.35 35.56' NR 65.15' >100'
LAUREL HILL PAPER CO PERM CNR LI1)4:1,5%
NC0006041 Begin:12/01/90 Frequency: Q P/F A FEB MAY AUG NOV
County:RIC lMOND Region:FRO Subbasin: YADI6
PF:0.2500 Special
7Q10: 25.000 IWC(%): 1.52 Order.
NonComp: H9 ... ••-
-• •-- --- --- PASS •-• PASS bt
91 PASS PASS PASS PASS PASS NR PASS PASS -••
92 -•• PASS ••• PASS
-
--
I.AIJRIILHILI S 111:A1..111 CAR13 PIiRM C1112 LIM:99%(GRAII). NO'I'OX REQ AF17112 8/1/93. 88 ••• --
N000S8009 Begi n:09/19/90 Frequency: Q P/F A JAN APR JUL oar NnnCornp: 89 ••- -••
County:FRANKLIN Region: R120 Subbaxin:'I'A1201 90 --- --- ••• NR FAIL FAIL
PF:0.006 Special 91 NR --• NR ••- •-• NR ••• ••• NR
7010:0.0 IWC(%):100 Order. 92 NR -.. ... •-• --- NR FAIL PASS
IAURINBURGWW1P PERM CIIR LLM:31% 88 (FAIL) PASS (FAIL) PASS -•• PASS PASS ---
NC0020656 Begin:01/01/138 Frequency: 0 NE 1.1111 MAYAUG NOV NmlCotnp: 89 ••• PASS ••• PASS PASS ••- PASS
County:SCO7LAND Region:1120 Subbasin: YAD55 90 ••- PASS PASS •-- PASS ••• PASS
P)::4.00 Special 91 ... PASS PASS PASS •-• FAIL PASS
7010: 13.80 IWC(%):31.00 Order. 92 PASS NR PASS
AURINBURG-MArTON AIRPORT PERM CIIR LEM:1.4% Y 88 ••• •-• PASS PASS --- PASS •-- --- N11
NC0044725 Begin:08/01/87 F-requency: Q P/F MAR JUN SEP DEC Nor/Comp: 89 ••• PASS .. PASS NR NR
County:SCO1LANI) Region: FRO Subbasin: YA051 90 PASS PASS PASS PASS ••• PASS
PI':1.00 Special 91 ... PASS NR ••• ••• PASS ••• PASS FAIL
7Q10:111.0 1WC(9):1.37% Orden 92 PASS PASS NR PASS --- LATE
LED11Ii1TER OIL CO- K&J AUTO SALES PERM CI IR LIM:1.2%(GRAI1) -• --- •. N -- NR --• ••- NR
NC0073113 Begun07/07/91 Frequency: Q A MAR JUN SEP DEC No>Cornp: NR •-- •-- NONE NONE 46.2'
County: MCDOWEL L Region: A110 Subbasin: CIII30 >90 .90 •-- -• >90 >90
PI':0.0144 Special >90 PASS --• PASS -•• •-- PASS
7Q10: 1.80 IWC(%):12 % Omer. PASS --- --- PASS
.liIIEI'l'ER OIL CO- N I:BO AMOcO PERM Cl IR 1,IM:99%(GRAB)
NC0080110 Ikgin:08/01/91 Frequency: Q P/P A MAR JUN SEP DEC Nc> Comp:
Cownty:MC)OWELL Region: A120 Subbasin: CTJ30
PE: 0.009 Special
7Q10: 0.0 IWC(%): 100 Order.
88
89
90
91
92
H
H
H
LEDBETIEROIL CO- RAINIIOWPANTRY 05 PERM ClIRLLM:i.99(GRAL3) 88 ••• ••• -•• --- •-- -•• -•• -•
NC0076911 Begin:07/19/90 Frequency: Q P1F A MAR JUN SEP DEC NcnCmnp: 89 •••
County:AVERY Region: AR() Suhbasin:1R1106 90 •-• ••• ••• ••• ••• N --- ••
PI':0.00i5 Special 91 --- bt bt PASS H
7Q10:0.36 IWC(%):1.9 Orden 92 PASS PASS PASS PASS
,EDBErIER OIL CO• RAINBOW PLAZA PERM CHR LIM:90% (GRAB) 88 -•- --• •-- --- --•
NC0078280 Begin:04/01/92 Frequency: Q P1' A FEB MAY AUG NOV NdnComp: 69 ---
County:MITCHELL Region:ARO Subbasin:FR806 90 -•• ••• •-- --- ••• --- -•- NR NR NR NR NR
PF:0.007 Special 91 NR NR H •- FAIL FAIL FAIL FAIL FAIL FAIL FAIL FAIL
7Q10: 0.0 Mali* 100 Oak'' 92 FAIL FAIL FAIL FAIL FAIT. FAIL FAIL
0 2 concecutive failures = significant noncompliance Y Pm 198E Data Available
1.11(111ND:
PERM = Permit Requirement LET = Athnini,Vative letter - Targut Frequency = Monitoring frequency: Q- Quarterly: M• Mo11t11ly; I3M• Bimonthly; SA- Semiannually; A- Annually; OWO. Only when discharging; 0- Discontinued monitoring requirement; IS- Conducting independent study
Ikain = Fast month rowired 7Q10 = Receiving stream low flow criterion (efs) A = qua•terly monitoring increases to monthly upon single failure Months that testing must occur • ex. JAN,APR,JUL,OCI NonComp = Currant Compliance Requecnent
11' = Ikmlined flow (MGD) IWC% = I:lstrevn waste concentration PA' = Pass/Fal chronic text AC = Acute Q 112 = Chronic
Darn Notation: n: f - Fathom hlinnaw• • - (In iodnoltoin• \Asia Onion.: (1.V. (hr•ntc yore•.:l' • Morinniv rrf •rated ontrcol: t:c :n hinhrxt r antmti•nr, nt • 1'>Jon r.1 Int DL•M Mt Ton (:roam: is 11n.1 tern
I(rp•a Ong N.aa' • - llain non .r..p itn.1, NI( Not Irpoco,I; ( ) Il. gloom.; •d 1hotriet Fs. iliiy Acnviiy titan..; I hi.rti•en• \ Newly lns.,r•1('3"u.,s=is,. 1); I I A. non lout u.a dinrl.n.11inl; NI(: - dui(' .it::rococo. nrrdrd
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ANTERACTS WITH J.P. STEVENS
Discharger
Receiving Stream
---------- MODEL RESULTS -----
: LAURINBURG-MAXTON AIRPORT COMMISSION
: LUMBER RIVER
The End D.O. is 5.93 mg/l.
The End CBOD is 1.25 mg/l.
The End NBOD is 0.00 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Segment 2
Reach 1
Reach 2
DO Min
(mg/1)
6.42
Milepoint Reach #
_________ _______
7.55 5
5.00 3.10
=
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
123 0.00 5'00 3'60000
0 0.00 0.00 0.00000
0 0'00 0'00 0'00000
0 0.00 0.00 0.00000
O 0.00 0,00 0.00000
123 0.00 5.00 1.00000
0 0.00 0.00 0'0000O