NC0020184_Wasteload Allocation_19921029

NPDES DOCUHENT SCANNING COVER SHEET
NC0020184
Gastonia —
NPDES Permit:
Long Creek WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative
Limits
201 Facilities
Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
October 29, 1992
This docnmeat is priatetl oa reuse paper - ignore any
coax -teat on the re'erse side

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0020184
PERMI 1"lEE NAME:
FACILITY NAME:
City of Gastonia
Long Creek Wastewater Treatment Plant
Facility Status: Existing
Permit Status: Renewal with Modification
Major Minor
Pipe No.: 001
Design Capacity: 8.0 MGD
Domestic (% of Flow): 40 %
Industrial (% of Flow): 60 %
Comments:
the mod is for relocation of upstream and downstream monitoring
point(see staff report), also they are requesting nickel limit be
recalculated using water quality standard(see attached letter)
RECEIVING STREAM:Long Creek
Class: C
Sub -Basin: 03-08-36
Reference USGS Quad: F14SW (please attach)
County: Gaston
Regional Office: Mooresville Regional Office
Previous Exp. Date: 5/31/93 Treatment Plant Class: Class IV
Classification changes within three miles:
change to WS-III at the South Fork Catawba
Requested by: 4 Randy Kepler (Q k Date: 7/21/92
Prepared by: fit cwca Date: /b/21/ i
Reviewed i/ :/c L Date: /62PVa
oD(. 53'5 s /07 w
wa„1z2. W
Modeler
DateRec.
#
�An,J
112.4142-
1az5
Drainage Area (mi2 ) 57. 4.
Avg. Streamflow (cfs): .S-7
7Q10 (cfs) - U Winter 7Q10 (cfs) /°• 0 30Q2 (cfs) /3'
Toxicity Limits: IWC Yb % Acute/ onig)
Instream Monitoring:
Parameters /Nftg f�ff
Upstream Y Location S2 zu
Downstream Y Location s2 z"
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
/ /
2 z
NH3-N (mg/1)
7
/z/
D.O. (mg/1)
S
5
TSS (mg/1)
30
36
F. Col. (/100 ml)
Z.-0o
,20-0
pH (SU)
G _ 9
G- 9
Tvhrl fliofp tip,,, (IV
V4/ Nf fW (Ats/8)
o, s` r'
4 K
o. s-e
8
CLi „,/,K (v /e)
QIIcY /f 4X.
GZ
L b5v,e ille)
3 /
cpw-,,-i, i//v /cJ
iiw�% (/.e)
L. Z
o. 02
Yt /v✓w A G
G! rj1-/3,4G!
/yam^. ,—,
Comments: tFa-E)VscA/E. 77r 771 l%�,f(� f,,., c l4 ; f)
L

t
9Z06zS6/
NPDES PRETREATMENT INFORMATION REQUEST FORM
GA STo ra
FACILITY NAME: Lb G C_2EEK W W
Program Development
NPDES NO. NCO° 2 ) El
DATE: 11 / Z </. REGION: Moores Y I
PERMIT CONDITIONS COVERING PRETREATMENT
This facility has no SIUs and should not have pretreatment
This facility should and/or is developing a e eatment language.
Please include the following p • g pretreatment program.
CEo
g conditions:
Phase I due / /
,
Phase II due
JUN 2 5 1992 Additional Con ' ditionS
I.This facility is currently implementing a (attached)
TECHNIQAMPPOg BRAG clude the follow' s pretreatnent Program.
following conditions:
' Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL, USERS' (SIUs) CONTRIBUTIONS
SIU
HEAD4OIaCS
.. TOTAL:
- COMPOSITION:
REVIEW
PARAMETER
Cd
Cr
Cu
Ni
Pb
Zn
CN
Phenol.
Other
DIVED:
PASS
THROUGH
ALLOWABLE
.19
l3,)
TEXTILE:
METAL FINISHING:
OTHER • -ram �/
•
• 5.Cf MD
DAILY LOAD IN LBS/DAY
DOMESTIC PERMITI
O1ay
0,29
0 .Zc
t� y
o
/ Z 6 / 1 Z REVIEWED
AY:
MD
MGD
ACTUAL
INDUSTRIAL % REMOVAL
• 6 1 1 q .
I --rip a4
Z,o 3
•24
6.�
O .7{
b b!3

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 # 7025
City of Gastonia -Long Creek WWTP
NC0020184
40% Domestic / 60% Industrial
Existing
Renewal with Modification
Long Creek
C
030836
Gaston
Mooresville w 1M-k
Kepler
7/21/92
F14SW
. OF NATURAL
a RESOURCES AND
AttommT NITY DEVELOPMENT
SEP 2 3 1992
!VISION _Ot DIVIRMEM. K
Stream Characteristic:00RE (Ll
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
51.6
3.0
10.0
57
13
80
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal /modification of existing NPDES permit. Tech Support recommends
renewal of permit with additional limits and monitoring for nutrients per the Lake Wylie
Management Study and metals per pretreatment information. Existing dischargers to the Lake
Wylie watershed will be required to apply state -of -art nutrient removal technology. Existing
facilities should be allowed five year time frame with which to come into compliance. Also
recommend color monitoring, however new recommendations for color may be applied prior to
permit issuance.
**Note: Updated USGS flow information reduced 7Q10 at the discharge site from 3.5 cfs to 3
cfs.**
Special Schedule Requirements and additional comments from Reviewers:
The M(9v fzLo,n,r,er1(i5 +C-1C t- .*_ L r Mc ���c �✓7c k ���(�,-mYd
JU,�� s'w� i-Y.e C a.1t�1�2i1 �'c �-K C rze.`C c >s�1 �Wr lg/C C _
.D/G'r
ita 0
�a0,4
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor:'�
Permits & Engineering:
7h iL 47/J7fs-/)-a /Gte
Date: 9/15/92
Date:
Date: el
Date: /4
O C T 1 7 1992
RETURN TO TECHNICAL SERVICES BY:

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (14/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (141):
Color (ADMI):
TP (mg/1):
TN (mg/1):
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
8.0 8.0
11 22
7 14
5 5
30 30
1000 1000
6-9 6-9
monitor monitor
monitor monitor
monitor monitor
Monthly Average
Summer Winter
8.0 8.0
11 22
7 14
5 5
30 30
200 200
6-9 6-9
monitor monitor
monitor monitor
0.5 0.5
4 8
Limits Changes Due To:
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
New facility information
WQ or EL
WQ
WQ,ATWQ
�-
WQ pw 1
WQ Pe( .�w l�I
WQ
-W'ned6kCe (A.DRil PT Paw)
BPJ
BPJ> 54- \ -Co - co-4 d �
Ov- v P ckmevt'GA4
Parameter(s) Affected
TP, TN, Color
Fecal Coliform, NH3
(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:
Recomme ded Limit:
Monitoring Schedule:
Existing Limits
Chromium (µg/1):
Nickel (14/1):
Cyanide (14/1):
Lead (µme):
Recommended Limits
Cadmium (µg/1):
Chromium (µg/1):
Copper (µ 1):
Nickel (14/1):
Lead (µme):
Zinc (14/1):
Cyanide (14/1):
Silver (14/1)•
Mercury¶tgfi):
Limits Changes Due To: Parameters) Affected
Change 7Q10 data Cr,Ni,Pb,Cn
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
TOXICS/METALS
Chronic Quarterly P/F
78%
80%
MAR JUN SEP DEC
Daily Max.
60
64
6.0
30
Daily Max.
2.5
62
monitor
109
31
monitor
6.2
monitor
0.02
WQorEL
WQ
WQ
WQ
WQ
WQ
WQ
WQ
WQ
WQ
Cd,Cu,Pb,Zn,
Ag, Hg
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: SR2264
Downstream Location: SR2003
Parameters: Temp, DO,Fecal Coliform, Conductivity,BOD5,NH3,Celor and pH ,
Special instream monitoring locations or monitoring frequencies:
Summer months:3/week Winter months: weekly
o►^A►ak ev B'rib,'
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing 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?
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) (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 '/5-1511�Zur,56I� l Permit # 4kd026/'> Pipe # c d j
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QR'1RLY)
(**Chronic Toxicity (Ceriodaphnia) P/F at £a %,M4i4^/ , See Part , Condition .)
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 V° % (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
f1,412 SUN _ s'EP 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 -1) for the month in which it was performed, using the parameter code TGP3B.
Additionally,DE Form AT-1(on (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. 27607-6445
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with a toxicity tests, as well as all dosefresponse data. Total residual chlorine of the effluent toxicity
sample must be m asured and reported if chlorine is employed for disinfection of the waste stream.
p
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 an the months specified above.
Should any test dafta 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 v 'th monitoring requirements.
7Q10 3,o cfs
Permitted Flow 8,0 MGD Rec ► ended by:
IWC% so
Basin & Sub -basin GT83t
Receiving Stream !f-
County G4 ate _
e4.4tie
v 9//s/9Z
QCLR Version 9191

' =- • terkt Of-E 6t)(Vr/c7
/1/C paao /8f' Ci
Pis rpO/
DIVISION OF ENVIRONMENTAL MANAGEMENT
Recommendati ns for Color Monitoring
7
DRAFI`
Per 15 A NCAC 2B.0211(b)3(F) for colored wastes, the permittee shall discharge
only such amounts as will not render the waters injurious to public health,
secondary recreation, or aquatic life and wildlife or adversely affect the
palatability of fish, aesthetic quality or impair the waters for any designated g,6i
uses. �� •
For the purpose of measuring compliance with this requirement, the permit
shall perform the following:
Within 120 days of the effective date of this permit - --_ ' ee shall begin
monitoring for color at the Effluent, Upstream, any; Downstream = t
designated ites (see part I.A.).
The samples shall be analyzed using the Spectrophotometric Method (2120 C.)
in the 17th edition of Standard Methods. The calculations must be done using
the weighted ordinance method. The test should be performed using a spectropho-
tometer with a 2.0 nanometer (nm) band pass and 50 millimeter cell path. The
operating range should begin at 400 nm and end at 700 nm (using 10 nm intervals)
and measure transmittance values at 31 wavelengths. The results shall be
calculated and reported in ADMI color units from the information indicated (see
reference below for worksheets and examples for calculation of ADMI values).
Analyze samples free from turbidity or at "true color" through the filtration
method using a .45 micron filter (centrifugation is not necessary).
Samples shall be collected on 3 consecutive days (between Tuesday and Friday)
during each month for twelve months following permit issuance, and on 3
consecutive'days per quarter thereafter. Effluent samples shall be composited
over 24 hours, while instream samples shall be grab samples. For Publicly -Owned
Treatment Works (POTWs) with an approved pretreatment program, this sampling
regime (or alternative monitoring program approved by the Division's Pretreat-
ment Program) should be incorporated within the POTW's approved headworks
long-term monitoring program which should also include monitoring to assess
industrial sources of color and POTW color removal efficiency.
For the purpose of reporting: The ADMI values shall be reported at natural and
standard pH (7.6 SU) for all three sites. In addition to the ADMI measurements
reported on the permittee's DMR, the permittee shall attach a narrative
description of visual observations made during each sampling event using a form
provided by the Division. Such a description shall include perceived color in
the effluent and receiving stream (i.e. whether effluent plume is noticeable
and, if so, the approximate width and length of the plume), rainfall, and
streamflow. Also, the permittee shall verify on this form that the type of
spectrophot meter (indicating band pass (nm) and cell path Om)) employed, and
method used for filtration are in accordance with the requirements of this
permit condition.
Reference (for calculating ADMI values) :
Allen, W., W.B. Prescott, R.E. Derby, C.E. Garland, J.M. Peret & M. Saltzman.
1973. Determination of color water and wastewater by means of ADMI color values.
Eng. Ext. Ser. No. 142:661.
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DONALD E. CARMICHAEL, P.
Director of Public Works
and Utilities
CITY OF GASTONIA
1300 North Broad Street
Post Office Box 1748
Gastonia, NC 28053-1748
E.
TEL: [phone]
FAX: [phone]
Printed on Recycled
A COMMITMENT TO EXCELLENCE
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P - E A
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Architecture Engineering
P.O. Box 18725
Charlotte, NC 28218
Planning Interiors
John W. McLaughlin, P.E.
J.N. Pease Associates
704 376-6423
FAX: [phone]
2925 E. independence Blvd.
Charlotte, NC 28203

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09/14/92 ver3.1 TOXICS REVIEW
Facility: GASTONIA-LONG CREEK WWTP
NPDES Permit No.: NC0021084
Status (E, P, or MD: E
Permitted Flow: 8.0 mgd
Actual Average Flow: 6.0 mgd
Subbasin: '030836
Receiving Stream: LONG CREEK 1 PRETREATMENT DATA I----EFLLUENT DATA ----
Stream Classification: C I ACTUAL PERMITTED)
7Q10: 3.0 cfs I Ind. + Ind. + 1 FREQUENCY
IWC: 80.52 % I Domestic PERMITTED Domestic 1 OBSERVED of Chronic
Stn'd / Bkg 1 Removal Domestic Act.Ind. Total Industrial Total 1 Eflluent Criteria
Pollutant AL Conc. 1 Eff. Load Load Load Load Load 1 Conc. Violations
(ug/1) (ug/1) 1 % (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)
Cadmium S 2.0
Chromium S 50.0
Copper AL 7.0
Nickel S 88.0
Lead S 25.0
Zinc AL 50.0
Cyanide S 5.0
Mercury S 0.012
Silver AL 0.06
Selenium S 5.00
Arsenic S 50.00
Phenols S NA
NH3-N C
T.R.Chlor.AL 17.0
Pollutant
Allowable
Load
(#/d)
92% 0.0 0.0 0.06 0.2 0.220 I I
76% 0.2 1.6 1.82 8.3 8.540 1 90.0 1 I
85% 0.2 2.0 2.27 16.7 16.940 I 100.0 I N
32% 0.2 2.2 2.44 4.5 4.660 1 60.0 1 P
81% 0.1 0.8 0.89 4.8 4.950 1 80.0 1 U
79% 0.5 1.0 1.46 26.2 26.680 1 220.0 I T
80% 0.2 0.2 0.39 0.8 1.030 1 0.0
86% 0.0 0.0 0.00 0.0 0.000 I 0.3 I S
94% 0.1 0.0 0.15 0.7 0.830 1 4.0 1 E
0% 1 I C
0% 1 I T
99% 0.2 2.0 2.21 37.0 37.240 1 <10 1 I
0% I I 0
0% I I N
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream I Recomm'd
Conc. using using Conc. Based on Based on Based on I FREQUENCY INSTREAM
CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED I Eff. Mon. Monitor.
Criteria Influent Influent OBSERVED Influent Influent Effluent I based on Recomm'd ?
(ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data I OBSERVED (YES/NO)
Cadmium S 1 1.66 2.484 0.091 0.351 0.00 Monitor Limit 1 1 A
Chromium S 1 13.82 62.097 8.709 40.867 72.47 Limit Limit Limit 1 NCAC YES I N
Copper AL 1 3.10 8.694 6.789 50.665 80.52 Monitor Monitor Monitor 1 Weekly YES I A
Nickel S 1 8.58 109.290 33.082 63.182 48.31 Limit Limit Limit I NCAC NO 1 L
Lead S 1 8.73 31.048 3.372 18.752 64.42 Limit Limit Limit I NCAC YES I Y
Zinc AL 1 15.79 62.097 6.113 111.713 177.14 Monitor Monitor Monitor I Weekly YES I S
Cyanide S 1 1.66 6.210 1.555 4.107 0.00 Limit Limit I NCAC NO I I
Mercury S 1 0.01 0.015 0.000 0.000 0.24 Limit 1 NCAC YES I S
Silver AL 1 O.Of? 0.075 0.183 0.993 3.22 Monitor Monitor Monitor I Weekly YES
Selenium S 1 0.33 6.210 0.000 0.000 0.00 I 1 R
Arsenic S 1 3.3 62.097 0.000 0.000 0.00 1 I E
Phenols S 1 0.000 0.441 7.425 0.00 Limit Limit I NCAC NO 1 S
NH3-N C 1 0.000 0.00 I 1 U
T.R.Chlor.AL 1 21.113 0.00 1 1 L
I I IT
I S

GASTONIA-LONG CREEK WWTP
AMMONIA
7Q10: 3.0000
NH3 Effl. Conc: 9.4600
(1/1.8 mg/1) : 1000.00
Upstream NH3 Conc.: 220.0000
Design Flow: 8.0000
Predicted H3 Downstream: 7660.00
7.66
NH3 Limit: 1188.709
1.188709
AMMONIA
7Q10:
NH3 Effl. Conc:
AL (1/1.8 mg/1) :
Upstream NH3 Conc.:
Design Flow:
Predicted NH3 Downstream:
10.0000
9.4600
1800.00
220.0000
8.0000
5335.00
5.335
NH3 Limit: 3074.193
3.074193
ANALYSIS
cfs
mg/1
u/1
g
ug/1
MGD
ug/1
mg/ 1
ug/1
mg/1
ANALYSIS (WINTER)
cfs
mg/1
ug/1
ug/1
MGD
ug/1
mg/1
ug/1
mg/1

WHOLE EFFLUENT TOXICITY TESTING 0[SELF-MONITORING SUMMARY] Thu, Aug 13. 1992
FACILITY REQUIREMENT YEAR JAN mB MAR APR MAY JUN JUL, AUG STEP OCT NOV DEC
GASTON CO. SCHOOLS PERM CLIR LIM:99%(CRA13) 88
NC0041327 Begin:10/01/91 Frequency: Q P/F A FEB MAY AUG NOV NonComp: 89
County:GASTON Region: MRO Subbuin: CTB37 90
PP:0.007 Special SOC 8/23/91-12/1/94 NO TOX REQ 919
7Q10: 0.0 IWC(%):100 Order
2
Y 88 (PASS) -•• -• FAIL ••• ••• FAIL FAIL FAIL
G9C0020A-CATAWBA CK. W88 PERM CIIR P11L1M11 M % 89 ... PASS FAIL FAIL FAIL NR ••• FAIL MI -•
County: A Begm:01/01 Re I•reRO Q P/F FEB MAY AUG NOV NonComp:F"
90 ••• FAIL FAIL FAIL ••• -•- FAIL 3-bt's PASS LATE PASS
County:GASTON ASTON Region: MRO Subbubt: CfB37 91 FAIL,F bt•F ••• F. FAIL •.. F, FAIL PASS,F ••• PASS,P »•
-PF:-9.0 Special --
7010:1.50 IWC(%):90.29 Order 92FAIL,bt LATE NR -.
IASTONIA-CROWDERS CREEK PERM CIIR LIM: 61%
NC0074268 IJcgut:03/0989 Frequency: Q P/F A MAR JUN SI:II' DEC NonComp:
• County:GASTON Region: MRO Suhbasin: CT1137
1111: 6.0 Special
7QI0:6.0 IWC(%):60.78 Order
GASTONIA-LONG CRK WWIP PERM CUR LIM:90%
NC0020184 Begin:06/0188 Frequency: Q P/F MAR JUN SEP DEC NonComp:
County:GASTON Region:MRO ' Subbasin:Cf1836
PP:8.00 Special
7Q10: 3.5 IWC(%):77.95 Order.
GENL INDUSTRIFS/BILLY'S MART PERM CHR MONIT:90%(GRAB)
NUN/ /445 Begin:11/3089 Frequency: Q P/F FEB MAY AUG NOV NonComp:
County:ORANGE Region: RRO Subbuin: NEU01
PF: 0.0072 Special
7Q10: 0.0 IWC(%): 100.0 Order
GENERAL EL ECIRIC PERM CFIR LIM:72%
NC0000507 Begin:05/0189 Eminency: Q P/F A JAN APR JUL OCT NonCotnp:
County:HENDERSON Region: ARO Subbuin: FR1302
PF: 0.50 Special
7Q10: 0.30 PAC(%):72.I Order.
GENERAL ELECTRIC PERM CIIR LIM:48% (GRAB)
NC0076643 Begin:01/29/90 Pnquency: Q P/F A FEB MAY AUG NOV NonComp:
County:CATAWBA Region: MRO Subbasin: C11335
PI': 0.094 Special
7010: 0.16 1WC'(%):48 Orden
GENERAL EIlECIRIC CO.001 PERM C1IR LIM:9.0%
NC0001228 Begbt:07/0189 Frequency: Q P/' A JAN APR JUL OCT NonComp:
County:NEW IIANOVIER Region: WIRO Subbuin: CPP17
Special
IWC(%):9.37 Omer.
PF: 1.80
70 10: 27.0
GENOA IND. WWI? PERM 48HR AC LIM:3391 (DAPH OR CERIO) Be
NC0030392 Begun:07/O1/92 Frequency: Q A ITB MAY AUG NOV NonComp: 89
County:WAYNE Region: WARO Subbuin: NEUOS 90
Special 91
Pr: 0.4000 92
7Q10: 186 1WC(%):0.33 Ong:
GENWOVE US 11T) LET AC TAR;S1GN MORT RED 88 „•
NCW46655 Ilegin:07/01/89 Frequency: M INmm.RMrrnlwf NonCornp: 89 -•-
County:UNION Region: MRO Subbasin: YAD12 90
Special 91
PF: 0.025 92 ..-
7Q 10: 0.00 I W C(9a):100.00 (helm.
88 •••
89 ...
90
91 ... ... ... --•
... --- PASS
88 --- --- FAIL PASS -. FAIL
89 .. PASS --- PASS FAIL FAIL FAIL
90 ... bt PASS --- PASS,PI •.. --- bt, FAIL
91 FAIL -•- --• FAIL, F PASS,P --- PASS,P PASS,P
92 .-. FAIL --- PASS PASS
88 -•
89 -- -- -.. ... -•- _- ... N
90 „• NR .-- ..- FAIL ••• FAIL FAIL
91 ... NR FAIL NR --• FAIL FAIL --- FAIL
92 ••• FAIL FAIL PASS
88 -• --- • - ... ... FAIL NR PASS PASS FAIL PASS FAIL
89 PASS FAIL PASS FAIL PASS PASS PASS --- PASS ••• -•-
90 FAIUFAI PASS PASS PASS ••• -•- PASS --- -•- P,P
91 FAIL PASS --- PASS ••• PASS -•- FAIL FAIL PASS
92 PASS "•- FAIL PASS --- PASS
88 -•
---
89 •• ... PASS •••
91 .. PASS PASS LATE PASS PASS
92 ••• PASS PASS
y 88 55.9' 10.3' 13.0' <6.25' NONE' 12'.33 42 ,79 P40' NONE' 90.0' P25' NONE'
••• --- ---
89 PASS.>90 -•- ... PASS,>90 •.. PASS PASS PASS -.. ...
90 PASS PASS --- PASS
91 PASS PASS PASS --- bt NR NR
92 PASS -- PASS ---
NONE
0 2 consecutive failures= significant noncompliance 1, Tie 1988 Data Available
LEGEND:
PERM = Tenon Requirement I.IiT = Administrative Leiter • Target Frequency = Monitoring frequency: Q- Quarterly, M- Monthly; BM- Bimonthly; SA• Semiannually; A• Annually; OWD- Only when discharging; D- Discontinued monitoring ruryiremem IS- Caducling independent study
ikuin = last m nib temiired 7Q10 = Receiving su earn low flow edit:: ion (efs) A = quarterly monitoring increases to, mouldy upon single failure Months Thal testing must occur - ex. JAN,APR,JIJI „OCI' NorCmttp = Current Compliance Requirement
1'P = Permitted flow (MGD) 1WCJn = Inxtrrnnt waste concentration WI, = Pass/Fail chronic test AC= Acute CI lit = (ironic
Data Notation: f • Fnthcnd Minnow; • - Ccrindantutia an.: my • Mvsid shrimn: (11V • Chronic value: P. Morulily of Milled ncrsxntnae cat hit:heat comentralion: nt • Performed by DIiM Ao'I'nx Comm In - Ilnd text SICi =DRC signature needed
Notation: •-• = Data not required; Nit • Not reported: ( ) • Beginning of Quarter Facility Activity Status: 1 • Inactive, N • Newly Issuel('I'o construct); II • Active but riot ditchm ging
24

STREAM DATA
INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: endure,;,, -L.. Cjk
Receiving Stream: ��`
Upstream Location: �226
DATE
Dec-91
Nov-91
Sy. ete4-91
cc+, . -91
Aug-91
Jul-91
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 L
;Pt,9Z 026
JvA14. 92 .2!
47 Z. r6
to"
9 2 /
TEMP
y
D.O. CONE
Permit No. /VC 66 Za /85t
Sub -basin: O30,3'6
Downstream Location: 5e Zoo 3
FECAL COLL
/57
//9/
/6,y
76 ' f
3
�- Y
f,3
1-6
9
/,es
/.25
/77/
73 Y
Zo
,, 9
310�
9,9
/70
/Zz/
7,5
8,9
9,6
7, 7
/' 77
389
jv 35
3
3 440
<',/0
3 <".iv
5 r, /o
3 ,it)
D.O.
COND.
FECAL CO Sop
A3
1" 3.
878
/30 9
/6
1,1
9Yo
34;;r
-2y
7,1
9"
A 53—
o? S`
-7, 9
546
zee Z
23
?•r
bzJ-
/5i3
, /
g D'
283
3 ZV
/6
9, G
3ZZ
790
Z.Z. ,?s 2
3 <. /Q 20
3 <. /b A 9, 4
3 <,/0 /7 9,11
ft5
,?T/
36f
150
a-23
5 0. gd
3 0, /?
a,//
T a./3
3 0,,i.
6z-$ 3 ,2
285 3 •t/
s/7 3 ,/7
le/ ' ,.5
Page 1