HomeMy WebLinkAboutNC0001899_wasteload allocation_19960927NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0001899
PERMITTEE NAME: Allied Signal, Fibers Division
FACILITY NAME: AlliedSignal FIBERS
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor
Design Capacity: 0.244 MGD
Domestic (% of Flow): 11.4 %
Industrial (% of Flow): 88.6 %
Comments:
RECEIVING STREAM: Haw River (001),
Class: } (,,}5 -=tj
Sub -Basin: 03-06-07
Reference USGS Quad: E 22 SE
County: Chatham
Regional Office: Raleigh Regional Office
(please attach)
Previous Exp. Date: 3/31/96 Treatment Plant Class:j Class 2
Classification changes within three miles:
Requested by:
Prepared by:
Reviewed by:
�D 321- r►-,SI
Lackei_
EL
Date:
Date:
Date:
r'?7
10/5/95
lnstream Monitoring:
r—
Date Rec.
Drainage Area (mil) Avg. Streamflow (cfs): g7.,
7Q10 (cfs) .9.1,1C W nter 7 101cfsd� -) ver`iR. 4 vv
y0 Q (cfs) 30Q2 (cfs)
Toxicity Limits: IWC O % Acute/Chronic
`if hr. cc 5a (dayatin ;00
Parameters 7-ewi� 1 QO /�,
CoCeldu� IL; ,�, y
Upstream ye-5 Location , �P1✓er p iiWr (
Downstream yes Location c1
Recommended Lirnii
Flow (MGD):
BOD5 (lbs/day):
TSS (lbs/day):
Residual Chlorine (µg/1):
pH (SU):
Oil & Grease (lbs/day):
Fecal Col. (/100m1):
TP (mg/1):
TN (mg/I):
OCPSF Parameters:
Monthly Avg.
0.244
10.4
5.0
monitor
6.0-9.0
20
200
monitor
monitor
See list attachedto
Daily Max.
16.7
10.6
6.0-9.0
30
400
(monthly)
(monthly)
WLA fact sheet
Comments: Re& A M #G76 t3L 164
f"Ne.r o/r]m e/!o{tfirr,Z a'Gr�+1 0e,
eM i r
r4olio aoLit). 4'?cd ( Sec 4ie' - S )
Alorr`2 M4s
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0001899
PERMITTEE NAME:
FACILITY NAME:
Allied Signal, Fibers Division
AlliedSignal FIBERS
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 003.
Design Capacity: 0.2 ^ ^ MGD Moo ; T o
Domestic (% of Flow): 11.4 %
Industrial (% of Flow): 88.6 %
Comments:
RECEIVING STREAM:
Class: I ( — T
f,
Sub -Basin: 03-06-07
UT to Shaddox Creek (002)
Reference USGS Quad: E 22 SE (please attach)
County: Chatham
Regional Office: Raleigh Regional Office
Previous Exp. Date: 3/31/96 Treatment Plant Class: Class 2
Classification changes within three miles:
Requested by:
Greg Niziclia $fhb
Prepared by: f , ^ J
Reviewed by: ( �t.�, ��- : t
\J L I)4
Date: 10/5/95
Date: �7
Date:
Modeler
Date Rec.
#
,fG%
0/6 / y'.S'
,136.6
Drainage Area (mil ) O Avg. Streamflow (cfs): p
7Q10 (cfs) O Winter 7Q10 (cfs) Q 30Q2 (cfs) p
Toxicity Limits: IWC 90 %
Instream Monitoring:
Parameters /Jane.
Upstream Location
Downstream Location
Recommended Limits
Flow (MGD):
Residual Chlorine (µg/1)*:
pH (SU):
Flouride (mg/1):
Zinc (mg/1):
TP (mg/1):
Temperature (°C)
Ac = /Chronic
h r. (�`,G,)
Monthly Avg. Daily Max.
monitor
monitor
6.0-9.0
monitor
monitor
The temperature of the effluent shall not
cause an increase in the temperature of the
receiving stream of more than 2.8°C and in
no case cause the ambient water temperature
to exceed 32°C.
*Applies only if chlorine is added to the cooling water
Comments:
6.0-9.0
1.8
(quarterly)
Effluent Characteristics
BOD5
TSS
pH
AlliedSignal, Fibers Division
N C0001899
40 CFR EFFLUENT LIMITATIONS
Monthly
Average (lb/day)
3.8
5.2
6 to 9
Daily
Maximum (lb/day)
7.35*
12.35*
Comments
10-05-95
Based on Process flow of 0.009 MGD and domestic flow of 0.001 MGD. See calculations attached.
Type of Product Produced
Polyester Fibers
Process Flow
9,000 gpd
Effluent Guideline Reference
414 Subpart C
00 i
pizocs I coo vd 0,000 511-4.7,37rAy.
PtvG. 'f.Roces5!
(7, Doc) gpof
1'0 -
6511
_ Fg _ 419 31 E
att /DA,
_P.f f-1. Av‘
.
115 5
Cf
1)t-,-,s5x t--1. A-V6
f3oD
L,OH 6/ti'eD 7
Nrk.) - •PnCC55 (G PD)
(c)ccc.:.
.CT(3..D LG,ccc..
31313 ic,c06
C-c;,,c3 1`5, cc c
(c,cac
cic
C,C.C6-
7
Lieu4ziflen
/DA Y
D. i-s-Ax A-1/(>.
IDAy
fri. v()
7, 35 3:
rpe. rcT-) z45c-(.73.
`1'•'-'' t'.? :_=_-fir ;i
•
: )
Tea filer -;.�
Park
�� fl i•
- s�
sF�s�
e
•
•
•
n
•
Scale 1:24000
1000 �--, 0 Feet
USGS Map Merry Oaks and
Moncure Quadrangles
AlliedSignal Inc.
Moncure, Chatham County
•-��
! %/,: is•
r
,92.
L30"
•
•v`i
200
•
•
t _
.233
c
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
Allied Signal, Fibers Division
NC0001899
88.6 % Industrial, 11.4% Domestic
Existing
Renewal
Haw River (001), UT to Shaddox Creek (002)
WS-Iv
03-06-07
Chatham
Raleigh
Greg Nizich
7/15/96
E22SE
T3561 £j S3,o
Request # - &3
171
AUG 2 91996
Stream Characteristic:
Source:
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Average Flow (cfs):
IWC (%):
Regulated
Jordan Dam
1680
40
982
0.94
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
The Moncure facility manufactures polyester fibers through esterfication of terephthalic acid with
ethylene glycol. The fibers are then woven into high strength fabric that is used for automobile
seat belts. The facility falls under OCPSF guidelines which stipulate calculation of effluent limits
solely on the basis of the volume of OCPSF related process wasteflow. Past limits were BPJs,
calculated on the basis of a volume of wasteflow including extraneous non -process waste streams
and allowance for pollutant loading from such streams. The more stringent application of OCPSF
guidelines in this renewal causes a substantial reduction in BOD and TSS limits. A Level-B model
done in this area indicated a potential interaction between this discharge and Neste Resins (see
map) which resulted in a predicted water quality violation in the impounded area behind Buckhorn
Dam. Despite uncertainty with the Level-B in this area of the Haw/Cape Fear River, any reduction
in pollutant loading will be beneficial to water quality in an area where assimilative capacity appears
to be limited.
The existing permit contains a monitoring requirement for radioactivity in the form of beta particle
activity. Allied has a license from the Division of Radiation Protection for a few sealed source uses
on site. My phone conversation with Dane Brown of DRP (8/20/96) revealed that the uses are
already subject to extremely stringent monitoring requirements, and that the nature of Allied's uses
of radioactive materials afford no potential for exposure to wastewater streams. The monitoring
requirement should be dropped from the permit.
The existing permit also contains a limit and monitoring for TKN. The requirement has been
arbitrarily carried over form previous permits with no documentation of the associated water
quality rationale or regulatory basis. The limit should be dropped. Due to concerns regarding
potential eutrophication in the Buckhorn Dam impoundment, the limit should be replaced with
monthly TP & TN monitoring. Several warm weather instances of oxygen supersaturation,
indicative of algal activity, have been recorded at the Hwy 42 ambient station just upstream of
Buckhorn Dam.
Please also note the addition of instream monitoring requirements in this wasteload.
2
AA
1
Special Schedule Requirements and additional comments from Reviewers:
Rew01/4 i f, / q e 41/0 4W'ir✓¢ ciJ/ik.v 010.,`/0•,n5/
J j � l �[` /' w� t T J �i
aw 0, e yL � 1//,', � e l p�etl /� d. ! f / W�,n, r,.;",
R tear ! o L e S'c i eqt,, l7c"/`cc,�� .fpuh ( CV 1 rt(otv,�nCrr /if0 h
P�,if 0cPXF 1'A1, )t cfgvehf j;. . fs.
Cr.- i6oI3o
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
RETURN TO TECHNICAL SUPPORT BY:
Nan : ce &,.ei
Outfall 001
Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Outfall 002
Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
g7-siw .�---
Date:
Date: c( 3
Date:'
EP 2 7 1996
WHOLE EFFLUENT TOXICITY TEST LIMIT
Acute (Daphnid), quarterly, 48hr. LC50
P/F @ 90%
Renewing at existing limit.
Jan., Apr., Jul., Oct..
Acute (fathead), quarterly, 24 hr.
Monitoring only
Renewing at existing limit.
Episodic
3
TOXICS/METALS/CONVENTIONAL PARAMETERS
OUTFALL 001 - Process Wastewater
Existing Limits
Flow (MGD):
BOD5 (lbs/day):
TSS (lbs/day):
Residual Chlorine (µg/1):
pH (SU):
Oil & Grease (lbs/day):
TKN (lbs/day):
Fecal Col. (/100m1):
Radioactivity*
OCPSF Parameters:
Monthly Avg.
0.244
32.1
17.8
monitor
6.0-9.0
20
10
200
monitor
See attached list
*gross annual beta particle activity
Recommended Limits
Flow (MGD):
BOD5 (lbs/day):
TSS (lbs/day):
Residual Chlorine (µg/1):
pH (SU):
Oil & Grease (lbs/day):
Fecal Col. (/100m1):
TP (mg/1):
TN (mg/1):
Radioactivity
OCPSF Parameters:
Monthly Avg.
0.244
10.4
5.0
monitor
6.0-9.0
20
200
monitor
monitor
See attached list
Daily Max.
63.8
37.3
6.0-9.0
30
15
400
(quarterly)
Daily Max.
16.7
10.6
6.0-9.0
30
400
(monthly)
(monthly)
WQ or EL
EL
EL
EL
EL
EL
OUTFALL 002 - Stormwater, Condensate, and Fire Pond Overflow
Existing Limits
Flow (MGD):
Residual Chlorine
pH (SU):
Flouride (mg/1):
Zinc (mg/1):
TP (mg/1):
Temperature (°C)
(µme)*:
Monthly Avg. Daily Max.
monitor
monitor
6.0-9.0
6.0-9.0
1.8
monitor (quarterly)
monitor
The temperature of the effluent shall not cause an increase in the
temperature of the receiving stream of more than 2.8°C and in no case
cause the ambient water temperature to exceed 32°C.
*Applies only if chlorine is added to the cooling water
4
Recommended Limits
Flow (MGD):
Residual Chlorine
pH (SU):
Flouride (mg/1):
Zinc (mg/1):
TP (mg/1):
Temperature (°C)
(µlb)*:
Monthly Avg.
monitor
monitor
6.0-9.0
monitor
monitor
The temperature of the effluent shall not cause an increase in the
temperature of the receiving stream of more than 2.8°C and in no case
cause the ambient water temperature to exceed 32°C.
*Applies only if chlorine is added to the cooling water
Daily Max. WQ or EL
EL
EL
6.0-9.0
1.8
(quarterly)
Limits Changes Due To:.jee Frvii4 Pais &Clad -
Change in 7Q10 data 3me-i•
Change in stream classification
Relocation of discharge
Updated application of fed. effluent guidelines X
New pretreatment information
Other (onsite toxicity study, interaction, etc.) X
Parameter(s) Affected
BOD, TSS
Radioactivity, TKN
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
X No parameters are water quality limited, but this discharge may affect future allocations.
Upstream Location:
Downstream Location:
Parameters:
INSTREAM MONITORING REQUIREMENTS
Haw River at U.S.Hwy 1 bridge
Haw River at the nearest accessible point upstream of the confluence
with the Deep River
Temperature, Dissolved Oxygen, Conductivity
Special instream monitoring locations or monitoring frequencies:
5
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 (Y or N)
(If yes, then attach updated evaluation of facility, including toxics analysis, modeling analysis if
modeled at renewal, and description of how it fits into basinwide plan)
Additional Information attached? Y (Y or N) If yes, explain with attachments.
1. List of OCPSF parameters and limits.
2. Memo & letter of summary of federal effluent Guidelines applied to WLA.
3. Toxicity test fact sheets.
4. Map of vicinity
rrCiD
FACILITY Allied Signal/ "�1 0.004
OCPSF Flow 0.006 MGD Flow is based on processes waters only
7Q10s 40 cfs
Qavg 982 cfs Human Hlth
PF 0.244 MGD Human Hlth Stdrd (WS) Allowable Allowable
Limit Limit Fedl Standard Stdrd(WS) Allowable Allowable Aquatic Life Human Hlth Limit Daily Daily Monthly Daily Monthly State Aquatic Water & conc. Aquatic conc Monthly
Monthly
Based Max Avg.
Parameter
max avg max avg Life organisms Life Water&Org
ug/1 ug/1 #/d #/d stdrd on:
kg/I µg/I FM KO #/day #/day #/day
Acenaphthene Acrylonitrile (c) 59 22 0.003 0.001 FC no stdrd 1200 no stdrd 128116.98 no stdrd 260.505 OCPSF 0.003 #/day 0.001
Benzene (c) 242 96 0.012 0.005 FC no stdrd 0.059 no stdrd 153.25 no stdrd 0.312 OCPSF 0.01 2 #/day 0.005
136 37 0.007 0.002 SS no stdrd 1.19 no stdrd 3091.04 no stdrd 6.285 OCPSF 0.007 #/day 0.002
Chlorobenzene 28
Carbon Tetrachloride (c) 38 18 0.002 0.001 SS no stdrd 0.254 no stdrd 659.77 no stdrd 1.342 OCPSF 0.002 #/day 0.001 1,2,4-Trichlorobenzene 140 15 0.001 0.001 FC no stdrd 680 no stdrd 72599.62 no stdrd 147.619 OCPSF 0.001 #Iday 0.001 Hexachlorobenzene (c) 28 68 0.007 0.003 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.007 #/day 0.003
15 0.001 0.001 FC no stdrd 0.00075 no stdrd
1,2-Dichloroethane (c) 211 68 0.011 0.003 FC no stdrd 0.38 no stdrd 1.948 no stdrd 3.96E-03 OCPSF 0.001 #/day 0.001
54
1,1,1-Trichloroethane 987.05 no stdrd 2.007 OCPSF 0.011 #/day 0.003
Hexachloroethane (c) 21 0.003 0.001 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.003 #/d ay 0.001
1,1-Dichloroethane (c) 54 21 0.003 0.001 FC no stdrd 1.9 no stdrd 4935.27 no stdrd 10.035 OCPSF 0.003 #/day 0.001
59 22 0.003 0.001 FC no stdrd no stdrd no stdrd
1,1,2-tichloroethane (c) no stdrd no stdrd no stdrd OCPSF 0.003 #/day 0.001
Chloroethane 54 21 0.003 0.001 FC no stdrd 0.6 no stdrd 1558.51 no stdrd 3.169 OCPSF 0.003 #/day 0.001
Chloroform (c) 268 104 0.013 0.005 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.013 #/day 0.005 2-Chlorophenol 46 21 0.002 0.001 FC no stdrd 5.7 no stdrd 14805.81 no stdrd 30.105 OCPSF 0.002 #/day 0.001
98 31 0.005 0.002 FC no stdrd 120 no stdrd 12811.70 no stdrd 26.050 OCPSF 0.005 #/day 0.002
1,2-Dichlorobenzene 163
1,3-Dichlorobenzene 44 77 0.008 0.004 FC no stdrd 2700 no stdrd 288263.19 no stdrd 586.135 OCPSF 0.008 #/day 0.004 1,4-Dichlorobenzene 28 31 0.002 0.002 FC no stdrd 400 no stdrd 42705.66 no stdrd 86.835 OCPSF 0.002 #/day 0.002 1,1- 15 0.001 0.001 FC no stdrd 400 no stdrd 42705.66 no stdrd 86.835 OCPSF 0.001 #/day 0.001
24-Dichlorophenol
1,2-trans-rans- methylene (c) 25 16 0.001 0.001 FC no stdrd 0.057 no stdrd 148.06 no stdrd 0.301 Dichloroethylene 54 21 0.003 0.001 FC no stdrd 700 OCPSF 0.001 #/day 0.001
no stdrd 74734.90 no stdrd 151.961 OCPSF 0.003 #/day 0.001
112 39 0.006 0.002 FC no stdrd 93 no stdrd 9929.07 no stdrd 20.189 OCPSF 0.006 #/day 0.002
1,2-Dichloropropane 230 153 0.012 0.008 FC no stdrd
1,3-Dichloropropylene (c)0.52 no stdrd 55.52 no stdrd 0.113 OCPSF 0.012 #/day 0.008
0.002 0.001 FC no stdrd 10 no stdrd 25975.10 no stdrd 52.816 OCPSF 0.002 #/day 0.001
2,4-Dimethylphenol 36
44 29 18 0.002 0.001 FC no stdrd 540 no stdrd 57652.64 no stdrd 117.227 OCPSF 0.002 #/day 0.001
24-Dinitrotoluene (c) 285 113 0.014 0.006 FC no stdrd 0.11 no stdrd 285.73 no stdrd 0.581
2,6-Dinitrotoluene (c) 641 255 0.032 0.013 FC no stdrd no stdrd no stdrd OCPSF 0.01 4 #/day 0.006
Ethylbenzene no stdrd no stdrd no stdrd OCPSF 0.032 #/day 0.013
Y 108 32 0.005 0.002\Q/NOE( 325.000 3100.000 34698.35 330968.85 70.553 672.970 OCPSF 0.005 #/day 0.002
Flouranthene 68 25 0.003 0.001 FC no stdrd 300 no stdrd 32029.24 no stdrd 65.126 OCPSF 0.003 #/day 0.001
Methylene Chloride (c) 89
Methyl Chloride 190 40 0.004 0.002 FC no stdrd 4.7 no stdrd 12208.30 no stdrd 24.824 OCPSF 0.004 #/day 0.002 Hexachlorobutadiene (c) 49 86 0.010 0.004 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.010 #/day 0.004
20 0.002 0.001 SS no stdrd 0.445 no stdrd 1155.89 no stdrd Naphthalene 59 22 0.003 0.001 FC no stdrd no stdrd no stdrd 20 OCPSF 0.002 #/day 0.001
Nitrobenzene no stdrd no stdrd no stdrd OCPSF 0.003 #/day 0.001
68 27 0.003 0.001 FC no stdrd 17 no stdrd 1814.99 no stdrd 3.690 OCPSF 0.003 #/day 0.001
4-N2-Nitrophenol 69 41 0.003 0.002 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd OCPSF 0.003 #/day 0.002
2,4-Dinitrophenol
phenol 124 72 0.006 0.004 FC no stdrd no stdrd no stdrd no stdrd no stdrd no stdrd
2,4-DiOCPSF 0.006 #/day 0.004
4,6-Dinitro-o-cresol 123 71 0.006 0.004 FC no stdrd 70 no stdrd 7473.49 no stdrd 15.196 OCPSF 0.006 #/day 0.004
277 78 0.014 0.004 FC no stdrd
26 15 0.001 0.001 FC no stdrd 13.4 no stdrd 1430.64 no stdrd 2.909 OCPSF 0.014 #/day 0.004
Phenol 21000 no stdrd 2242047.07 no stdrd 4558.829 OCPSF 0.001 #/day 0.001
8/23/96
1
FACILITY Allied Signal
OCPSF Flow 0.006 MGD
7Q10s 40 cfs
Qavg 982 cfs
PF 0.244 MGD
Parameter
Bis(2-ethylhexyl) phthalate (c)
Dibutyl phthalate
Diethyl phthalate
Dimethyl phthalate
Benzo(a)anthracene (c, PAH)
Benzo(a)pyrene (c, PAH)
3,4-Benzofluoranthene (c, PAH)
Benzo(k)fluoranthene (c,PAH)
Chrysene (c, PAH)
Acenaphthylene
Anthracene
Fluorene
Phenanthrene
Pyrene
Tetrachloroethylene (c)
Toluene
Trichlororethylene (c)
Vinyl Chloride (c)
PAH (total -).tg/I) (c)
*' Total Chromium
** Total Copper
**Total Cyanide
Total Lead
** Total Nickel
** Total Zinc`
Daily
max
ug/I
Monthly
avg
ug/t
279 103
57 27
203 81
47 19
59 22
61 23
61 23
59 22
59 22
59 22
59 22
59 22
59 22
67 25
56 22
80 26
54 21
268 104
aromatic hydrocarbons
2770 1110
3380 1450
1200 420
690 320
3980 1690
2610 1050
*Total Zinc for Rayon Fiber Manufacture
that uses the viscose process and Acrylic
Fiber Manufacture that uses zinc
chloride/solvent process is 6,796 ug/L and
3,325 ug/L for maximum for any one day
and maximum for monthly average, respectively.
Flow is based on processes waters only
Limit
Daily
max
#/d
0.014
0.003
0.010
0.002
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.003
0.004
0.003
0.013
0.000
0.000
0.000
0.000
0.000
0.000
Limit
Monthly
avg
#Id
0.005
0.001
0.004
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.005
0.000
0.000
0.000
0.000
0.000
0.000
Fedl Standard
State Aquatic
Life
stdrd µg/I
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
FC
SS/AQ
SS
SS
SS
SS
SS -AL
Ss
ss
ss
SS -AL
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
11.000
no stdrd
no stdrd
no stdrd
50.000
7.000
5.000
25.000
88.000
50.000
Human Hlth
Stdrd(WS)
Water &
organisms
µg/1
1.8
2700
23000
313000
0.0044
0.0044
0.0044
0.0044
0.0044
no stdrd
9600
1300
no stdrd
960
0.8
6800.000
3.08
2
0.0028
no stdrd
no stdrd
no stdrd
no stdrd
25
no stdrd
Allowable
conc. Aquatic
Life
µg/1
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
1174.41
no stdrd
no stdrd
no stdrd
5338.21
747.35
533.82
2669.10
9395.24
5338.21
** Metal should only be limited if Total metal bearing wasteflow:
process contains metal bearing wasteflow.
Cyanide should only be limited if Total cyanide bearing wasteflow:
process contains cyanide bearing wasteflow.
Human Hlth
Stdrd (WS) Allowable
Allowable Aquatic Life
conc
Water&Org
µfall #/day #/day
4675.52 no stdrd 9.507
288263.19 no stdrd 586.135
2455575.36 no stdrd 4993.003
33417177.68 no stdrd 67948.261
11.43 no stdrd 0.023
11.43 no stdrd 0.023
11.43 no stdrd 0.023
11.43 no stdrd 0.023
11.43 no stdrd 0.023
no stdrd no stdrd no stdrd
1024935.80 no stdrd 2084.036
138793.39 no stdrd 282.213
no stdrd no stdrd no stdrd
102493.58 no stdrd 208.404
2078.01 no stdrd 4.225
725996.19 2.388 1476.192
8000.33 no stdrd 16.267
5195.02 no stdrd 10.563
7.27 no stdrd 0.015
no stdrd 10.854 no stdrd
no stdrd 1.520 no stdrd
no stdrd 1.085 no stdrd
no stdrd 5.427 no stdrd
2669.10 19.104 5.427
no stdrd 10.854 no stdrd
Allowable
Human Hlth
Water&Org
Limit
Based
on:
Daily
Max
Monthly
Avg.
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
CHRONIC
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
OCPSF
0.014 #/day
0.003 #/day
0.010 #/day
0.002 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.003 #/day
0.004 #/day
0.003 #/day
0.013 #/day
7.273 j. g/I
0.000 #/day
0.000 #/day
0.000 #/day
0.000 #/day
0.000 #/day
0.000 #/day
#/day
0.005
0.001
0.004
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.005
0.000
0.000
0.000
0.000
0.000
0.000
8/23/96
2
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Bill Boyer
AlliedSignal Inc.
P.O. Box 166
Moncure, North Carolina 27559
ArA
�EHNFl
July 15, 1996
Subject: Determination of Permit Limits
NPDES Permit NC0001899
AlliedSignal FIBERS
Chatham County
Dear Mr. Boyer:
I have reviewed the sampling data provided with your letter of July 10, 1996 and have the following
comments:
• Process stormwater flow - Based on Division policy for other industrial facilities, the stormwater flow
of 4,000 gpd will also be included in process flow calculations for monthly average limitations.
• Calculation of Non -Process BOD5 And TSS values: Since the influent BOD5 load is 70.45 lbs/day,
the estimated effluent value is 7.04 lbs/day (using 90% removal) instead of 8.00 lbs/day as shown in
your figures. In calculating TSS limitations, the reduction for 90% removal at the WWTP was not
performed.
These adjustments result in the following limitations:
Parameter Monthly Avg. Daily Max.
(#/day) (#/day) J As oti
THGx �tRt 1-owt�R AA)
B0D5 10.4 16.7 ��swowu ,>u MYRc�t-� memo,
TSS 5.0 10.6
I anticipate completion of a draft permit by late August. If you have any questions regarding these matters,
please contact me at 919-733-5083, ext. 541.
Sincerely,
Greg Nizich, nvironmental Engineer
NPDES Permits Group
cc: Raleigh Regional Office
Rapid Assessment Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone 919-733-5083 FAX 919-733-0719
50% recycled/ 10% post -consumer paper
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
To:
From:
Subject:
July 12, 1996
Jason Doll
Rapid Assessment Group
Greg Nizich6,5 LT,
NPDES Permits Group
Updated Permit Limits
Permit # NC0001899
Allied Signal
Chatham County
Allied Signal has completed sampling of their individual process and non -process
wastestreams. Based on the information submitted, a process flow of 0.006 MGD was
used in applying effluent guidelines. The following summarizes the proposed limits for
this facility:
Parameter Monthly Avg. Daily Max.
(#/day) (#/day)
BOD5 10.7 17.0
TSS 5.0 10.6
The most recent sampling information submitted by Allied Signal is attached.
Attachment
cc: Raleigh Regional Office, Water Quality
SENT BY:ALLIED SIGNAL ; 7-10-96 ; 16:04 ; WAREHOUSE-) 919 733 0719;# 2/ 4
AlliedSignal
FIDE a s
Mr, Greg Nizich, Environmental Engineer
NPD1;S Permits Group
NC Department of Environment, Health
and Natural Resources
P.O. SOX 29535
Raleigh, North Carolina 27626-0535
Re: Determination of Permit Limits
AllicdSignal Inc.
NPDES Permit Renewal Application
Permit No. NC0001899
Dear Mr. Nizich:
AlliedSignal inc.
P.O. [lox 1(,6
Moncure, NC 27559
July 10, 1996
919 542 2200
919 542 (250 Fax
In response to your letter dated April 30, 1996 containing proposed RODS and TSS
limits for outfall 001, AlliedSignal has conducted additional sampling, testing and flow
measurements to better characterize the major process and non -process wastewater sources at
the Moncure Plant.. AlliedSignal believes the additional loading contributed by non -process
sources need to be conaidered in determining the permit limits for otitfall 001.
The attached Table I lists the major process and non -process wastewater sources and
includes the flow rate, SOD and TSS load from each source. Table II lists the flows and
concentrations that were used to calculate appropriate effluent limitations. Based on OCP$F
BPT concentrations, agency allowances for sanitary wastewater and activated sludge treatment
efficiency for non -process wastewater, AlliedSignal proposes the following limits for outfall 001:
PARAMETER MONTHLY AVG. (lbslday) DAILY MAX. abs/day)
BADS 10,8 18.1
ISS 1(1.3 20.3
Please review the attached data and re-evaluate the effluent limits for outfall 001. If you
have any questions or if any additional information is needed, please contact me at 919/542-
2200.
Sincerely,
W. L. Boyer, Supervisor
Environmental & Industrial Hygiene
xe: R. G. Ferree
H. E. Hattman
J. E. Smith
D. V. Snyder
Orr BY:ALLIED SIGNAL ; 7-10-96 ; 16:04 ; WAREHOUSE-0 919 733 0719;# 3/ 4
ATTACHMENT 1
AlliedSignal Inc.
Moncure, North Carolina •
NPDES Permit No_ NC0001800
PROCESS AND NON -PROCESS WASTEWATER MONITORING DATA
Sample Date: 5/20/96
PROCESS RELATED SOURCES
i'.......i:''..i'.>::::" "i:i7.E.::::::;.a...:::::::.:::::::::.
^; .'•:.::4.::::.:.:•.:::.:;;Z:
Iga Ll:01''''''s '''''' ' ''' ' ''':::,
.•'. .F..-....;.:': :.:.'::: -- :.
144;i.7'''
: .:'
iii,:iii
--;:..!...,,,.... .:".:,....:r„....m. ,....„, . ..1.:;,,;
.....,
1: :V: ' 'T. .....
RESULTM*11
.
...:4::"... .....1:';. ,:,........::i.:i:a.,'
..,gyst: iiimAy.,,,,,y,..r:turginkiff...-.:::::::,a'.
,.. . • , - •, .m.
BEAM CLEANIN(1
BOD
TSS
4,086
37
0.15 220
7.5
0.07
ULIRAFILTRATION
(KOCH UNIT'
1OD
T6' S
10,000
13
0,87 1,248
104.1
0.14
KOLENE QUENCH
BATH
BOD
TSS
16,200
650
0.07 100
13,5
0.54
DESCAL1NG BATH
DOD
T88
24.8
262
0.01 14
11,003
(1,03
KOLEN1; RINSE
(10(9/90 teStilg)
130D
TSS
220
13
0.07 100
0.18
0.01
TF.0 RINSE
BOD
TSS
164
29
0.12 170
.
0.23
0.04
PREPOLYMER
QUENCH
Not Sampled*
0.08 110
---
-
-
COOLING TOWER
ni.owDowN (4
BOD
TSS
188
31 44,640
70
TOWERS)
AIR COMPRESSORS
BOD
16.2
2.31 3,328.8
OAS
(12 UNITS)
TSS
183
5.08
Comments: *Prepolymcr quench is a toutioe 1140 operation that uccurs approximately 14 - 20 timcs per year.
frepolymer qumch activity did not occur at the lilac of sampling.
SENT BY:ALLIED SIGNAL ; 7-10-96 ; 16:05 ; WAREHOUSE-) 919 733 0719;# 4/ 4
• .....
•"`
TROCP4S
SANITARY
ATTACHMENT II
CALCULATION QF EFFLUENT LIMITATIONS
•:
:::.,PARANIETER:',:•r4:. a:Mtn f:MGDIa;,,:i.4.6.1.itfT':;•11(4.11N•
18
DODS 0,002-(e) 0. 00 Co
130D5 0.006 (b)
-TSS 000:2-01) 0. colo
TSS 0,006 (b)
GODS 0.010
RODS 0.010
TSS 0.010
TSS 0.010
36
30
30
4R
115
45
45
-:'•2FFLUENTYL(141:4APP:$,..M4i5:i
o .
0760- 1.6
5.75
( 2.50
3.75
2.50
3.75
NON -PROCESS
BODS 0.047
RODS 0,047
TSS 0.047
TSS 0.047
21.9
30-(d)
2 .7
2 (d)
7. 3
0.-71
I .1
-10.76
Comments:
(a) Process flow determined from actual Dow measurement or by calculated volumes over time. Process related
sources include; beam cleaning, ultrafiltration unit, Kolene quench bath, dcscaling bath, rinse bath. TEG
rinse and prepoiymer quench. - coo pd -6-+ of P,L4.;•1+4.r' Ir'civciec --fvo .
(b) Daily max flow includes the addition of 4.000 zpd of stormwater from process chemical handling or storage
area&
(c) Calculator' using a worse C43C removal efficiency of 90% for 130D5 and TSS though the wastewater
treatment plant.
(d) Daily max concentration was calculated using a 1.5 multiplier (1.) x monthly average).
PROPOSED LIMITS FOR OUTFALL 001
PARAMETER MONTI DX AVO, (tbs/clay) DAILY MAX, (lbs/day)
MODS 4434- I b , 1 lel- 1'7. 0
TSS 44.-?r 5 , 0 -24:0- i 0. to
,[01, ft‘"
Facility Nakle a /lid s 5 ei I - 6 e15 1J, d. Permit # /tlCroc>o t eq, Pipe #
ACUTE TOXICITY PERMIT LIMIT (QRTRLY)
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined as definitive in E.P.A.
Document 600/4-85/013 entitled The Acute Toxicity of Effluents to Freshwater and Marine Organisms." The
monitoring shall be performed as a Daphnia pulex or Ceriodaphnia 48 hour static test, using effluent collected as a
24 hour composite. The LC50 of this effluent using the previously stated methodology may at no time in any
toxicity test be less than ID %. Effluent samples for self -monitoring purposes must be obtained during
representative effluent discharge below all waste treatment. The first test will be performed ceter thirty days from
the effective date of this permit during the months of man. 1 /lpil ,u !. / c.)c}
The parameter code for this test if using Daphnia pulex is TAA3D. The parameter code for this test if using
Ceriodaphnia is TAA3B. 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 appropriate
parameter code. 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 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 Y cfs
Permitted Flow o , A.Y L/ MGD
IWC o. %
Basin & Sub -basin p3- oG D 7
Receiving Stream au) ktitier
County G1140,44
Recommended by:
QAL Daphnia 48 Version 10/91
Facility Name Ail,� ,5 h� (- F i z."-5 L/ . Permit # /1/4-C.000 / f 5 Pipe # 0 0,2_
ACUTE TOXICITY MONITORING (EPISODIC)
The permittee shall conduct FIVE acute toxicity tests using protocols defined as definitive in
E.P.A. Document 600/4-85/013 entitled "The Acute Toxicity of Effluents to Freshwater and
Marine Organisms." The monitoring shall be performed as a Fathead Minnow (Pimephales
promelas) 24 hour static test, using effluent collected as a single grab sample. Effluent samples
for self -monitoring purposes must be obtained below all waste treatment. Sampling and
subsequent testing will occur during the first five discrete discharge events after the effective date
of this permit. After monitoring of the first five toxicity tests, the permittee will conduct one test
annually, with the annual period beginning in January of the next calendar year. The annual test
requirement must be performed and reported by June 30. If no discharge occurs by June 30,
notification will be made to the Division by this date. Toxicity testing will be performed on the
next discharge event for the annual test requirement.
The parameter code for this test is TAE6C. All toxicity testing results required as part of this
permit condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it
was performed, using the appropriate parameter code. 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 Rd.
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 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.
Failure to submit suitable test results will constitute noncompliance with monitoring requirements.
7Q10 0, 0 _
Permitted Flow /JA
IWC J4
Basin & Sub -basin 03
Receiving Stream (Pr ) A
County Qgi a WI
EAM Fathead 24 Version 10/91
cfs
MGD
5hakb, x Cr
Recommended by:
Date
(
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• ./mil.! IJ,
G LO` -„t.4
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Chemical Monitoring Summary Report
` 1'/ $ 5tk 1.5 S rYl i . 0451re,Nt
tsfil &* { Jur.
CAPE PEAR RIVER AT NC HWY 42 NEAR CORINTH, NC
Paee 1 of 2
Station Number: 02102178
STORET Number: B6160000
Water Quality Class: WS-III
Regional Office: Raleigh
Topographic Map:
County: Chatham
Subbasin: 030607
Drainage Area (sq mi):
Average Flow (cfs):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
30Q2 (cfs):
Gage: No Gage
® Stream
Estuary
Ei Lake
El Fish Tissue
Fish Community
Benthic
Parameter Name
Units
STORET NC State
Code Criterion Min
Med Max
Beginning Ending
n > Det > Crit Date Date
Dissolved Oxygen
pH
mg/1
SU
00300
00400
6-9
6.4
6.5
8.4
6.95
Conductivity
µMho
00094
N/C
35
116
Chlorophyll a (Corr) µg/l
32209
Fecal Coliform, MF #/100 ml 31616
N/C
200
10 128.62
Total Phosphorus
mg/1
Ammonia -Nitrogen mg/1
Nitrate/Nitrite-N mg/1
Total Nitrogen mg/l
Turbidity NTU
00665
00610
00630
00600
00076
N/C
N/C
10
N/C
50
0.09 0.15
0.04 0.08
0.01 0.6
6.1
21
Hardness
mg/1
00900
100
22
30
Total Residue mg/1
Total Suspended Res mg/I
Aluminum
Arsenic
µg/1
µg/1
00500
00530.
01105
01002
N/C
NiC
N/C
50
120
6
62
10
140
14
890
Cadmium
Chromium
µg/I
µg/1
01027
01034
2
50
2
25
Copper (AL)
Iron (AL)
µg/1
µg/I
01042
01045
7
1000
2
5
150 1300
,Lead
Mercury
Manganese
Nickel
Zinc (AL)
µg/I
µg/1
µg/1
µg/1
µg/1
01051
71900
01055
01067
01092
25
0.012
200
25
50
10
0.2
43 ,
10
10
89
10
10
12.4
17
9.4
16
244
16
N/S
3700
16
10
17
0.25
17
0.81
17
N/S
60
17
51
17.
200
170
17
17
6300
17
17
17
17
13
17
6900
17
200
11
10
17
17
16
17
17
17
16
16
12
17
17
17
17
17
MEI
17
17
0
0
17
17
0
0
16
1
1
1
0
0
0
0
0
3/16/92
7/27/93
3/16/92 7/27/93
3/16/92 7/27/93
4/23/92
3/16/92
7/27/93
7/27/93
3/16/92 7/27/93
3/16/92 7/27/93
3/16/92
3/16/92
7/27/93
7/27/93
3/16/92 7/27/93
3/16/92 7/27/93
3/16/92 7/27/93
3/16/92
3/16/92
7/27/93
7/27/93
3/16/92 7/27/93
4 3/16/92 7/27/93
10 3/16/92 7/27/93
3/16/92 7/27/93
0
0
0
3/16/92
3/16/92
3/16/92
3/16/92
- 7/27/93
7/27/93
7/27/93
7/27/93
Abbreviations: n=number of observations; > Det=number of observations greater than the detection limit; > Crit=number of
observations greater than the criterion; N/S=No sample; N/C=No Criteria: AL=Action Level
Notes: Median values are calculated using the detection level for samples classified as below detection. The Median value for
Fecal Coliform is actually the Geometric Mean value. Data includes only surface samples. Samples recorded at less than
detection are considered at the detection level for this summary.
Station Comments:
CAPE FEAR RIVER AT NC HWY 42 NEAR CORINTH, NC
Page 2 of 2
Summer Summary (April -October):
Observations Observs > Det
Dissolved Oxygen (mg/1):
pH (SU):
Total Phosphorus (mg/1):
Ammonia -Nitrogen (mg/1):
Nitrate/Nitrite-Nitrogen (mg/1):
Conductivity (µMho):
Chlorophyll a (Corr) (µg/1):
Total Suspended Residue (mg/1):
Median
Maximum
Minimum
11
11
8.4
12
6.4
11
11
7
9.4
6.7
11
11
0.15
10
0.09
11
11
0.07
0.2
0.04
11
11
0.56
0.79
0.01
10
10
171
244
66
N/S
'
11
11
14
170
8
Summer Summary (June -September):
Observations
Dissolved Oxygen (mg/1):
pH (SU):
Total'Phosphorus (mg/1):
Ammonia -Nitrogen (mg/1):
Nitrate/Nitrite-Nitrogen (mg/1):
Conductivity (µMho):
Chlorophyll a (Corr) (µg/1):
Total Suspended Residue (mg/1):
Observs > Det
Median
Maximum
Minimum
6
6
7.7
12
6.4
6
6
7.25
9.4
6.7
6
6
0.14
0.19
0.09
6
6
0.06
0.12
0.04
6
6
0.31
0.77
0.01
5
5
207
244
150
N/S
6
6
13
58
11
Yearly Summary :
Dissolved Oxygen
Year Obs Ous'>Det Median
Max
Min
1988
N/S
1989
N/S
1990
N/S
1991
N/S
1992
10
10
7.7
11.6
6.4
1993
7
7
10.6
12.4
7.2
Conductivity
1988
N/S
1989
N/S
1990
N/S
1991
N/S
1992
9
9
150
244
50
1993
7
7
66
242
35
Total Suspended Residue
1988
N/S
1989
N/S
1990
N/S
1991
N/S
1992
10
10
11.5
170
6
1993 _
7
7
30
39
12
1?H
Year
Obs Obs>Det Median ' Max Min
1988
N/S
1989
N/S
1990
N/S
1991
N/S
1992
10
10
6.9
7.8
6.5
1993
6
6
7.05
9.4
6.5
Total Phosphorus
1988
N/S
1989
N/S
1990
N/S
1991
N/S
1992
10
10
0.15
10
0.09
1993
7
7
0.15
0.24
0.11
Ammonia -Nitrogen
1988
N/S
1989
N/S
w
1990
N/S
1991
N/S
1992
10
10
0.08
0.2
0.04
1993
7
7
0.11
0.25
0.04
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 1
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9601-9606 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 00310 00530 31616 50060 TAA3B TAA3D 00400
MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE CERI48AC DAPH48AC PH
LIMIT F .2440 F 32.10 F 17.8 F 200.0 NOL 9.0 6.0
96/01 .0748 .00 .0 2.3 241.935 0 0 7.5-6.9
96/02 .0892 .00 .0 .0 192.592 0 0 7.1-6.6
96/03 .0693 .45 .0 .0 193.103 17 17 7.4-6.9
96/04 .0641 .00 .0 .0 211.111 100 100 7.5-6.9
96/05 .0901 .00 .0 .0 .906 7.4-7.0
96/06 .0860 .00 2.1 1.0 .904 7.3-6.8
AVERAGE .0789 .07 .3 .5 140.091 29 29
MAXIMUM .1290 1.80 4.5 59.0 500.000 100 100 7.500
MINIMUM .0010 LESSTHAN LESSTHAN .050 17 17 6.600
UNIT MGD LBS/DAY LBS/DAY #/100ML UG/L PERCENT PERCENT SU
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 2
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9601-9606 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
00556 00625 32102 34200 34205 34215 34220 34230
MONTH OIL-GRSE TOT KJEL CARBNTET ACENAPHT ACENAPHT ACRYLONI ANTHRACE BENZBFLU
LIMIT F 20.000 F10.0000
96/01 .800 4.4600
96/02 .000 4.2750
96/03 .000 .8050
96/04 .000 .8250
96/05 .000 .8200
96/06 1.150 1.0725
AVERAGE .325 2.0429
MAXIMUM 4.600 10.2000
MINIMUM .6000
UNIT LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 1
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9501-9512 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 00310 00530 31616 50060 TAA3B TAA3D 00400
MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE CERI48AC DAPH48AC PH
LIMIT F .2440 F 32.10 F 17.8 F 200.0 NOL 9.0 6.0
95/01 .0499 .00 .0 .0 296.774 100 100 7.4-6.7
95/02 .0606 .32 .0 .0 178.571 7.4-6.7
95/03 .0615 .00 .0 .0 137.931 7.1-6.5
95/04 .0587 .00 .0 .0 234.482 100 100 7.3-6.6
95/05 .0786 .00 .0 .0 261.290 7.5-6.9
95/06 .1124 .65 650.OF 5.4 240.000 7.2-6.9
95/07 .1083 .52 2.1 .0 206.451 100 100 7.4-6.8
95/08 .0841 .00 1.2 1.0 277.419 7.4-7.0
95/09 .0825 .00 .0 1.7 350.000 7.3-6.7
95/10 .0991 2.02 .0 .0 210.344 7.0-6.6
95/11 .0874 .34 2.5 .0 373.333 7.1-6.6
95/12 .0556 .57 .0 .0 309.677 7.6-6.9
AVERAGE .0782 .36 54.6 .6 256.356 100 100
MAXIMUM .1530 3.60 680.0 830.0 900.000 100 100 7.600
MINIMUM .0100 LESSTHAN LESSTHAN 100.000 100 100 6.500
UNIT MGD LBS/DAY LBS/DAY #/100ML UG/L PERCENT PERCENT SU
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 2
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9501-9512 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
00556 00625 32102 34200 34205 34215 34220 34230
MONTH OIL-GRSE TOT KJEL CARBNTET ACENAPHT ACENAPHT ACRYLONI ANTHRACE BENZBFLU
LIMIT F 20.000 F10.0000
95/01 .000 .6050
95/02 .000 2.3750
95/03 .000 1.0560
95/04 .000 .7075
95/05 .000 .9960
95/06 1.400 1.5000
95/07 .000 1.2250
95/08 .000 1.1020
95/09 .000 1.4700
95/10 .000 2.6925
95/11 .000 .9380
95/12 .000 1.2875
AVERAGE .116 1.3295
MAXIMUM 5.600 7.0000
MINIMUM .4900
UNIT LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 1
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9401-9412 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 00310 00530 31616 50060 00340 TAA3B TAA3D
MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE COD CERI48AC DAPH48AC
LIMIT F .2440 F 359.00 F 239.0 F 1000.0 NOL F 5382.0
94/01 .0818 .00 .0 .0 .250 30.0
LIMIT F .2440 F 359.00 F 239.0 F 1000.0 NOL F 5382.0 NOL NOL
94/02 .0807 .00 .0 .0 .182 30.5
LIMIT F .2440 F 32.10 F 17.8 F 200.0 NOL F 5382.0 NOL NOL
94/03 .0696 .00 .0 .0 .166
94/04 .0495 .00 .0 .0 100 100
94/05 .0536 .00 .0 .0
94/06 .0689 .00 .0 .0
94/07 .0968 .00 .0 .0 100 100
94/08 .0838 .00 .0 1.0
94/09 .0586 .00 .0 .0 444.827
94/10 .0597 .00 .0 1.0 341.379 100 100
94/11 .0405 .00 .0 .0 353.571
94/12 .0388 .35 .0 .0 372.413
AVERAGE .0651 .02 .0 .1 216.112 30.2 100 100
MAXIMUM .1470 1.40 LESSTHAN 1.0 900.000 60.0 100 100
MINIMUM .0030 LESSTHAN LESSTHAN .100 25.0 100 100
UNIT MGD LBS/DAY LBS/DAY #/100ML UG/L LBS/DAY PERCENT PERCENT
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 2
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9401-9412 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
00010 00400 00556 00600 00625 00665 32102 34200
MONTH TEMP PH OIL-GRSE TOTAL N TOT KJEL PHOS-TOT CARBNTET ACENAPHT
LIMIT NOL 9.0 6.0 F 20.000 NOL F10.0000 NOL
94/01 8.82 7.3-6.9 6.800 1.5850
LIMIT NOL 9.0 6.0 F 20.000 NOL F10.0000 NOL NOL
94/02 10.42 7.2-6.6 4.050 5.000 2.7000 .0000
LIMIT NOL 9.0 6.0 F 20.000 NOL F10.0000 NOL NOL
94/03 13.82 7.3-6.6 1.060 1.1360
94/04 18.52 7.5-6.7 2.400 .7325
94/05 20.14 7.3-6.7 .000 .7900
94/06 25.25 7.3-6.8 .000 .9300
94/07 26.60 7.3-7.0 .000 1.4500
94/08 25.00 7.4-6.8 2.200 1.0320
94/09 23.00 7.6-6.8 .000 .7775
94/10 18.19 7.4-6.8 .000 .7300 .00 .0000
94/11 15.95 7.4-7.0 .000 .5960
94/12 7.7-7.1 .000 .5800
AVERAGE 18.70 1.375 5.000 1.0865 .0000 .00 .0000
MAXIMUM 27.00 7.700 13.600 5.000 3.3000
MINIMUM 6.00 6.600 5.000 .2700
UNIT DEG.0 SU LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY LBS/DAY
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/19/96
PAGE 1
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9301-9312 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 00310 00530 31616 50060 00340 00010 00400
MONTH Q/MGD BOD RES/TSS FEC COLI CHLORINE COD TEMP PH
LIMIT F .2440 F 359.00 F 239.0 F 1000.0 NOL F 5382.0 NOL 9.0 6.0
93/01 .0828 .00 1.2 .0 .558 23.5 10.00 7.1-6.6
93/02 .0717 17.00 1.5 .0 .432 84.5 8.73 7.1-6.7
93/03 .0936 1.65 .0 .0 .277 27.5 12.17 7.3-6.6
93/04 .0755 1.35 .0 .0 .139 20.8 16.61 7.1-6.2
93/05 .0772 .80 555.OF .0 .161 9.0 21.95 7.4-6.5
93/06 .0670 .75 3.6 .0 .148 12.0 23.38 7.0-6.7
93/07 .0762 1.30 1.9 .0 .177 28.5 25.47 7.1-6.8
93/08 .0824 .00 .0 .0 .236 12.5 24.61 7.2-6.8
93/09 .0873 .00 .0 .0 .303 34.5 23.80 7.3-6.9
93/10 .0782 .60 .0 .0 .519 27.5 19.09 7.4-7.0
93/11 .0702 .00 .0 .0 .423 30.0 14.95 7.5-7.0
93/12 .0680 .00 .0 .0 .316 24.5 10.75 7.4-7.1
AVERAGE .0775 1.95 46.9 .0 .307 27.9 17.62
MAXIMUM .1320 34.00 590.0 1.200 145.0 27.00 7.500
MINIMUM .0070 LESSTHAN LESSTHAN .100 15.7 7.00 6.200
UNIT MGD LBS/DAY LBS/DAY #/100ML MG/L LBS/DAY DEG.0 SU
GKEX88/MP 08/19/96
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0001899 PIPE--001 REPORT PERIOD: 9301-9312 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
00556 00600 00625 00665
MONTH OIL-GRSE TOTAL N TOT KJEL PHOS-TOT
LIMIT F 20.000 NOL F10.0000 NOL
93/01 .000 .8050
93/02 .000 1.5400 .1000
93/03 .000 .5950
93/04 .000 1.5500
93/05 .000 1.2000 1.2000
93/06 .145 1.3500
93/07 .000 1.6000
93/08 .000 1.2000 .6600
93/09 .000 1.2000
93/10 .000 .8950
93/11 .000 .8950 .2700
93/12 .000 .8500
AVERAGE .012 1.1400 .5575
MAXIMUM .290 2.4000 1.2000
MINIMUM .5900 .1000
UNIT LBS/DAY LBS/DAY LBS/DAY LBS/DAY
DFS3650I SESSION READY FOR INPUTGKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1
PERMIT--NC0001899 PIPE--002 REPORT PERIOD: 9507-9606 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 50060 TAE6C 00010 00400 00951 01092
MONTH Q/MGD CHLORINE FTHD24AC TEMP PH FLUORIDE ZINC
LIMIT NOL NOL NOL NOL 9.0 6.0 NOL
95/07 .1402 24.75 7.0-6.8 .100 .2000
95/08 .1332 25.60 7.4-6.9
95/09 .1315 22.00 7.1-6.9
95/10 .0962 19.25 7.5-7.1 .230 .0100
95/11 .1792 13.00 7.2-6.8
95/12 .1462 8.25 7.8-7.1
96/01 .2033 9.40 7.5-6.8 .126 .0940
96/02 .1650 9.75 7.4-6.8
96/04 .1492 100 13.00 7.3-7.1 .000 .0620
96/05 .0864 19.60 7.0-6.6
96/06 .0650 23.25 6.9-6.6
AVERAGE .1359 100 17.07 .114 .0915
MAXIMUM .3300 100 28.00 7.800 .230 .2000
MINIMUM .0280 100 4.00 6.600 .100 .0100
UNIT MGD MG/L PASS/FAI DEG.0 SU MG/L LBS/DAY
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/23/96
PAGE 1
PERMIT--NC0001899 PIPE--002 REPORT PERIOD: 9407-9506 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 50060 TAE6C 00010 00400 00951 01092
MONTH Q/MGD CHLORINE FTHD24AC TEMP PH FLUORIDE ZINC
LIMIT NOL NOL NOL 9.0 6.0 NOL
94/07 .1350 100 25.00 7.2-6.8 .200 .0100
94/08 .1310 100 24.80 7.1-6.8
94/09 .1202 21.25 7.1-6.8
94/10 .1418 16.25 7.3-7.0 .300 .5000
94/11 .1020 14.60 7.4-7.2
94/12 .0952 12.00 7.6-7.3
LIMIT NOL NOL NOL NOL 9.0 6.0 NOL
95/01 .1186 9.25 7.5-7.0 .200 .0200
95/02 .1617 8.75 7.5-7.0
95/03 .2020 16.80 7.3-6.9
95/04 .1562 100 17.50 7.3-7.0 .200 .0100
95/05 .1766 21.60 7.3-7.0
95/06 .1550 23.00 7.4-6.8
AVERAGE .1412 100 17.56 .225 .1350
MAXIMUM .4430 100 26.00 7.600 .300 .5000
MINIMUM .0280 100 8.00 6.800 .200 .0100
UNIT MGD MG/L PASS/FAI DEG.0 SU MG/L LBS/DAY
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/23/96
PAGE 1
PERMIT--NC0001899 PIPE--002 REPORT PERIOD: 9307-9406 LOC---E
FACILITY --ALLIED SIGNAL, FIBER DIV. DESIGN FLOW-- .2440 CLASS--2
LOCATION--MONCURE REGION/COUNTY--05 CHATHAM
50050 50060 TAE6C 00010 00400 00951 01092
MONTH Q/MGD CHLORINE FTHD24AC TEMP PH FLUORIDE ZINC
LIMIT NOL NOL 9.0 6.0
93/07 .0807 25.75 6.8-6.6
93/08 .1375 25.75 7.7-6.4
93/09 .1334 23.60 7.0-6.6
93/10 .2657 18.25 7.1-6.5
93/11 .0517 13.75 7.2-6.8
93/12 .1870 10.00 7.2-6.7
94/01 .2315 8.50 7.0-6.7
LIMIT NOL NOL NOL 9.0 6.0
94/03 .2180 13.40 7.0-6.5
LIMIT NOL NOL NOL NOL 9.0 6.0 NOL
94/04 .1558 100 20.00 7.0-6.8 .100 .0000
94/05 .1647 100 19.75 7.1-6.9
94/06 .1038 100 24.60 7.2-6.9
AVERAGE .1572 100 18.48 .100 .0000
MAXIMUM .5770 100 28.00 7.700 .100
MINIMUM .0180 100 4.00 6.400 .100
UNIT MGD MG/L PASS/FAI DEG.0 SU MG/L UG/L
WHOLE EFFLUENTTOXICITY TESTING Of SELF -MONITORING SUMMARY] Fri, Jul 19, 1996
IrnCII 11 Y
API( MAY 111N JI 'I. Al IO SE?I' OCT NOV
>100' — >100' —r — >10- 0'
>100' — — >100. — ... f•11
>100
Allied Signal Fibers/002 PERM: 2411R I.CSO AC MONIT EPIS Flub (GRAB) 92 -
NC000I899/002 Begin:3/l/94 Frc— — queacy:50WD/A NonComp: 93 — - — — — —
Coualy:Clwlhaui
PP: N/A Region: kRO Subbosia: CPF— 07 94 — - >1001 >1001 >1001 >1001 —
Special 05 — >1001>1001
7QIO:0.0 IWC(%):100.0 Oder. — — — -- --
98 — — — >100 —
Alpha Cellulose PERM CIIR LIM: 2.3%; IF PP 4MGD CIIR LIM 5% V 92 — Paso
in:12/1/94 FPass
NC0005321/00l Be
W Frequency: Q P/F A Febttb May Aug Nov NonCump:SINGLE 03 — Fell Pass pass
County: Robeson — Region: FRO Subbasin: LUMSI 94 — Pass— —
PF:1.8 Special PPass
95 — Pass - Pass
7Q10: 118.28 IWC(%); 2.3 Order: 96 -- Pass — — Pass ---
I JEC
>100
1 f' 111II1Fh11;NT
Allied Signal Fibers/001 PERM: 481IR LCSO AC LIM 90%CIiRIO OR DAPII
NC0001899/001 Begio:3/1/94 Fns)urncy: Q A Jun Apr Jul Oct NonComp:SINGI.D
Cuuoly:Chatlum Region: RRO Subbaoin:CP1'07
PF: 0.244 Special
7QI0:40 IWC(%):0.94 Oder:
Alumax Extrusions, Inc. Pero 24hr ac p/f lban: 90% Mid
NC0048712/001 Begin:8/1/95 Frequency: Q P/F A Mar Jun Sep Dec
County:Catawba Region:MR0 Subbasin:CY032
PF:0.0007 Special
7Q10: 0 IWC(%):100 Oats:
YEAR MN
92 --
03 —
04 —
95 >100'
98 <12.5
14'.D MAIL
<8.25 17.68
Pass --- Pass
Fail Pass Pass
Pass — — Pass
Pass — NR/Pass
NoaComp:Single
Amerada (less Corp. PERM: 24 11R L.C50 AC MONIT EPIS FI'11D (GRAD) (New pe
NC0066711/00I Begin:5/I/93 Frequency: SOWO'A NonComp:
County: New I lanover Region: WIRO Subbasin: CPI' I7
PP: • Special
7QI0: NA IWC(%):NA Orden
Aiuerada Iless Corp/Paw Crk Terminal I'lO(M: 24 111( AC MONI'f EPIS FI'III) (GRAD)
NC000S771/00I Begin:4/1/94 I'rxlucncy: A NonComp:p'
Count
Y:=lenbwg Region: MRO Subbasin: Cf634
PF: VARIES Special
7QI0: 0.0 IWC(%):100.0 Order:
92 —
03 —
D4 — — —
95 —
FM Fab- NR/Faid
88 F
FaD Pass Pa- ss(
NW- Passl Fail Fab
92 — -..
93 — — >1001
94 >1001 —
95 >1001
98 — — —
>100
>1001,>10011
>1001
93 -- — — — —
94 — — — Pass' Pass',Pass' Pass' —
95 —
98 >100 — >1001 — —. .—r —
_ :—
92 — Pass' -- Pass1 1 �•
Amerada (less -Greensboro Terminal PERM: 24 11R AC MONT' EPIS F1711)(GRAD) (New peon 6/1 92 —
NC0069256/001 Begim8/1/94 Fnxluency: A NonComp: 93 —
Counly:Guilford Region: WSRO Subbasin: CPF08 94 —
PF: NA Special 95 —
7QI0:0.00 IWC(%):NA Order.im —
Passf
Amerada Iless/Selma Penn 24br I .C50 ac monil epic Enid (Grub) 92 — — >90'
NC0076589/001 Begin:2/I/95 Frequency: A NonComp: 93 --
County:Jolmstoo Region: RRO Sobbasio: NE1102 94 — — —
—
PF: VAR Special 95 — i1- 001
7Q10:0.0 IWC(%):100.0 Oder: 98 -- >700 —
Amoco 011 Cu. PERM: 48 IIR AC MONIT EPIS DAM{ (GRAB) (New perm 6/1 92 N —
NC0003671/001 Begin:2/1/91 Frequency: 50WD/A NonComp: 93 >90
County:Guilfonl Region: WSRO Subbasin:CPI'02 94 — —
PP: NA Special 95 — >80
7Q10: 0.0 IWC(%):100.0 Oda: 96 >90 —
Amoco Oil Co.- Long Crk/006 I'IiRM: 241IR LC50 AC MONIT EMS 1111D (GRAB)
NC000S185/006 Begin:2/1/94 I''requency:5(JWD/A NonComp:
County:Mecklenburg Region:MRO Subbasin:C77134
PP: NA Special
7Q10: 0.0 IWC(%):100.0 Oda:
Andrews WWTP PERM Cllk LIM: 13%
NCOO2O800/O01 Begin:5/1/93 Frequency: Q PDr A Mar Jun Sep Dec
County:Che okee Region: ARO Subbasin:II1W02
PF:1.5 Special
7Q10: 15.0 IWC(%): 13.0 Oder.
>100
>100
92 —
93 — —. — _
94 — >1001 >1001 >1001
95 ... — — —
98 — —
>1001 Pass'
>1001
NooConip:SINGLL'
Y 02 Pass
93 —
94 —
95 —
98 —
— -- Pass --- Pass
— Pass --- Pass -•.
— Pass — — NWPass -••
— Late Fall Pass Fail Fail
— Pasa
Pass
--- Pass --• Pass
Late Pass ••- NIVPasa
Pass --- Pass
Pass ..- Poo
0 2 consecutive failures = significant noncompliance Y Pre 1992 !Liu Available
LEGEND:
PERM = Permit Requirement LLf = Administrative letter -Target Frequency = Monitoring frequency: Q. Quarterly; M• Monddy; DM- ➢iinonihly; SA- Semiannually; A- Annually; OW D-.Only when discharging; 1)- Discontinued rnonitoning rcyuirearur, IS- r-" ~
Begin = 18rst month required 7Q10= Receiving stream low flow criterion (ala) A = quancdy monitoring increases to monthly upon single failure Months dud testing must occur - ea. IAN.APR,Il11.,OCr NuitConip = Current Compliance Kegoircui=rd
PF= Permitted flow (MGD) IWC% = Indrawn waste concentration P/11 = Pass/Fail chronic lest AC = Acute CIIR = Chronic Data Notation: f - Faihead Minnow; • - Ceriodauhnia no.: my - Mvsid shrimp: ChV - Chronic value: P - Monality of stated percentage at highest concentration; at - Performed by DEM Tos Eval Groan; bs - Bad rest
Reporting Nautical: --- = Dais not required; Nit - Not repotcd: ( 1- Deg' g of Quarter Facility Activiiy Status: 1 - Inactive, N - Newly Issued(7•o construed; II - Aci vc but riot discharging; 1-More data available Inc month in question (= OKC errs
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SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Qualit
Attention: reg Nizichi
NPDES STAFF REPORT AND RECOMMENDATION tth
'n�
Date February 16, 1996
County Chatham
Permit No. NC0001899
PART I - GENERAL INFORMATION
cP
1. Facility and Address: AlliedSignal Inc.
2. Date of Investigation: February 14, 1996
3. Report Prepared by: Ted Cashion, Environmental Chemist
4. Persons Contacted and Telephone Number: Bill Boyer, Bob
Ferree, Bill May, Michelle - 919-542-2200
5. Directions to Site: From Raleigh: US 1 South, exit onto Pea
Ridge Road. Turn left, facility is approximately 1 mile on the
left.
6. Discharge Point(s), List for all discharge points:
001
Latitude: 35°37'02" Longitude: 79°03'25"
002
Latitude 35 37'02" Longitude 79 02'37"
Attach a USGS map extract and indicate treatment facility
site and discharge point on map.
U.S.G.S. Quad No. E22SE U.S.G.S. Quad Name Moncure, NC
7. Site size and expansion area consistent with application ?
XXXX Yes No If No, explain:
8. Topography (relationship to flood plain included):
relatively flat, appears to be out of floodplain.
9. Location of nearest dwelling: approximately 400 yards.
10. Receiving stream or affected surface waters:
001 - Haw River
a. Classification: WS-IV
b. River Basin and Subbasin No.:03:06:07
c. Describe receiving stream features and pertinent
downstream uses: Combines with Deep River to form
Cape Fear River
SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
002 - UT to Shaddox Creek
a. Classification: WS-IV
b. River Basin and Subbasin No.:03:06:07
c. Describe receiving stream features and pertinent
downstream uses: Flows into the Haw River, which
is WS-IV
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 0.244
MGD(Ultimate Design Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? 0.244 mgd
c. Actual treatment capacity of the current facility
(current design capacity)? 0.244 mgd
d. Date(s) and construction activities allowed by previous
Authorization to Construct issued in the previous two years:
NA
e. Please provide a description of existing or
substantially constructed wastewater treatment facilities:
001 - aeration basin, clarifier, sludge drying bed, alum
settling pond, polishing pond, chlorine contact chamber,
instrument flow recorder
002 - settling in fire pond is the only treatment on 002
discharge. Discharge consists of stormwater, condensate,
and fire pond overflow.
f. Please provide a description of proposed wastewater
treatment facilities: NA
g•
Possible toxic impacts to surface waters: primarily
chlorine, toxicity test results have been mostly "pass"
h. Pretreatment Program (POTWs only): NA
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
permit no.
Residual Contractor
Telephone No.
b. Residuals stabilization: PSRP
PFRP Other
SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
c. Landfill: Sludge is wasted onto drying beds, put into a
dumpster, and taken to BFI landfill in Sampson County.
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating
sheet): 2
4. SIC Code(s): 2821
Wastewater Code(s) of actual wastewater, not particular
facilities i.e.., non -contact cooling water discharge from a
metal plating company would be 14, not 56.
Primary 36 Secondary 02
Main Treatment Unit Code: 055-2
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals only)? NA
2. Special monitoring or limitations (including toxicity)
requests: Monitoring and limits consistent with discharges of
this type.
3. Important SOC, JOC or Compliance Schedule dates: (Please
indicate) NA
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: NA
Connection to Regional Sewer System: NA
Subsurface: NA
Other disposal options: NA
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
A site visit was performed February 14, 1996 with Coleen Sullins,
Greg Nizich, and Jason Doll. There is some confusion on how
AiliedSignal derived calculations on process flows. Allied will
submit additional information to the Permits and Engineering Unit
concerning this matter.
SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
The WWTP appeared well operated and maintained, with proper
documentation of all laboratory records and reports. The
effluent was clear and free of excess solids at the time of the
inspection.
After all concerns of the Permits and Engineering Unit have been
resolved regarding process flows, etc, we recommend that the
permit be reissued in accordance with the basinwide permitting
plan.
4t. (1.4
Signature of report preparer
-21:pr- Water Qual'ty R lonal Supervisor
Date
1ORTH CAROLINA
AL AND ECONOMIC RESOURCE
NORTH CAROLINA
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MONCURE QU
NORTH Ck
7.5 MINUTE SERIES
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary !real:ner,t, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct atscharge;
4. Closed -loop Recycle Systems;
5. Groundwater Remedialion Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and dispo -al;
6. Aquacullure operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted aster July 1,
1993 or if upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.
RATING SCALE -FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Alltf. r/iT
Jvtcrl --�h C
Owner or Contact Person: , IfCJ I
Mailing Address: /it «a i 4/6 ,7715TT
Telephone: 1/9 - $ ? - dd oo
Present Classification: of
.NPDES Per. No. NCO° D / H99
Rated by: Cgfi;c
Name of Facility:
County: Ct°,G1-tr ki
Reviewed by:
New Facility Existing Facility x
Nondisc. Per. No.WQ Health Dept.Per No.
Telephone: 1)1/f?Pb Date: 9l Gd/s
ORC: Xl e eY f Fe ttl
Check Classification(s): Subsurface
Wastewater Classification: (Circle One) I
Health Dept.
Regional Office
Central Office
Grade: a)
Spray Irrigation
111 IV
Telephone:
Telephone: 5-71---iL7ov
Telephone:
Telephone: 9/?-.51,4-dd '
Land Applicationeta
Total Points: •�
1N-PLANT PROCESSFS AND RFf ATFD CON133OL EOUIPMFNT WHIG ARE AN INTFGCAL PART OF IiiDUSTRIAL PROM 1CTK?N Fe tAl I NOT RP
CONSIDERED WASTE TREATMBIT FOR THEPURPOSEOFCJ$SIFICATIQ'J A= SEPTIC TANK SYSTEMS CXDINSIST1NG ONLY OF S.F.FT10TANK
AND GRAVITY NITRIFICATION LINES ARE FXFMPT FROM CLASSIFICATION,
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. grease trap/interceptor
6. oil/water separators
7. gravity subsurface treatment and disposal:
8.
pressure subsurface treatment and disposal:
SPRAY 1RRIGAT/ON CLASSIFICATION
(check all units that apply)
1. preliminary treatment (definition no. 32 )
2 lagoons
3. septic tanks
4. pump tanks
5. pumps
6. sand filters
7. grease trap/interceptor
8. oil/water separators
9. disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components .shal.
be rated using the point rating system and will require an operator with an appropriate dual certification
LAND APPLICATION/RESIDUALS CLASSPFICATION (Applies only to permit holder)
1. Land application of biosotids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The fot+owing systems shall be assigned a Class I classification pnlPss the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case -by -case basis: (Check if Appropriate)
1. Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
The following scale is used for rating wastewater treatment facilities: (circle appropriate points
ITEM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33) 4
, (2) DESIGN FLOW OF PLANT IN gpd (not applicable to non -contaminated cooling wators, sludge handling facilities for
water purification plants. totally closed cycle systems(see,definition No. 11), and facilities consisting only of hem
(4)(d) or Items .(4)(d) and (11)(d))
0 - 20,000 1
20,001 - 50,000 2
r 4 1 / (r 50,001 - 100,000
1 j°`3 ' 100,001 - 250,000
250,001 - 500.000 .5
500,001 - 1,000,000 .8
1.000,001 - 2,000.000 10
2.000.001 (and up) rate. 1 point additional for each 200,000 gpd capacity up to a maximum of ..... -30
Design Flow (gpd)
PRELIMINARY UNfTS/PROC ESS ES (see definition No.32)
(a) Bar Screens
or
(b) Mechanical Screens, Static Screens or Comminuting Devices 2
(c) Grit Removal
or
(d) Mechanical orAerated Grit Removal 2
(e) Flow Measuring Device 1
or
(1) Instrumented Flow Measurement
(g) Preaeratlon
(h) Influent Flow Equalization 2
_ (i} Grease or Oil Separators - Gravity 2
Mechanical .3
Dissolved Air Flotation .8
.5
(3)
(I) Prechlorination
(4) PRIMARYTREATMENTUNrTS?ROCESSES
(a) Septic Tank (see definition No. 43) 2
(b) Imhoff Tank. .5
(c) Primary Clarifiers 5
(d) Settling Ponds or Settling Tanks for Inorganic Non -toxic Materials (sludge handling facilities for water
purification plants, sand. gravel, stone. and other mining operations except recreational activities such as gam
or gold mining) 12 1
(5) SECONDARY TREATMENT I-INfIS'PROCESSES ��..//
(a) Carbonaceous Stage
(i) Aeration -High Purity Oxygen System 20
Diffused Air System 1 0
Mechanical Alr System (fixed, floating or rotor) 8
Separate Sludge Reaeration �f
(ii) Trickling Filter
High Rate 7
Standard Rale 5
Packed Tower 5
(iii) Biological Aerated Finer or Aerated Biological Filter 10
(iv) Aerated Lagoons 10
(v) Rotating Biological Contactors 10
(vi) Sand Filters -intermittent biological 2
Recirculating biological .3
(vii) Stabilization Lagoons .5
(viii) Clarifier 5
(ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this hem have to be in addition to hems
(5)(a)(i) through (5)(a)(viii),
utilizing the extended aeration process (see definition No.3a)i z/
utilizing other than the extended aeration process `�
(x) Nutrient additions to enhance BOD removal 5
(xi) Biological Culture ('Super Bugs')addition )
(b) Nitrogenous Stage
(I) Aeration • High Purity Oxygen System 20
Diffused Air System 1 0
Mechanical Air System (lixed, floating or rotor) 8
Separate Sludge Reaeration 3
(il) Trickling Filter -High Rate 7
Standard Rate 5
Packed Tower .5
(iii) Biological Aerated Filter or Aeralod Biological Filler 1 0
(iv) Rotating Biological Contactors 10
(v) Sand Filter - Inlermittor4 biological 2
•
Recirculating biological 3
(vi) Clarifer .5
(6) TERTARY OR ADVANCED 'TREATMENT LNrS'PROCESSES
(a) Actuated Carbon Beds -
without carbon regeneration 5
with carbon regeneration 15
(b) Powdered or Granular Activated Carton Feed -
without carbon regeneration 5
with carbon regeneration 1 5
(c) Air stripping 5
(d) Donitrification Procoss 10
(o) Electrodialysis .5
(I) Foam Separatior 5
(g) Ion Exchango.. 5
(h) Larw' Application of Treatod Effluent (soo dolinhion No. 22b) (not applicable for sand. gravel, ctono
and other similar mining operations) by high rato infiltration d
(i) Microscreoris 5
(I) Prosphorous Remover by Biological Processos (Sue definition No.'.6) 20
(lc) Polishing Ponds - without aoration............ 0
.................................. .
with aeration 5
1
1
1) rvt : :..v,, - czs+.o ....................................
...........................
diffused or mechanical 2
(m) Reverse Osmosis .5(n) Sand or Mixed -Media Filters - low rate 2
high rate 5
(o) Treatment processes for removal of metal or cyanide 1 5
(p) treatment processes for removal of toxic materials other than metal or cyanide 15
(7) SLUDGETREATMFNI•
(a) Sludge Digestion Tank - Healed (anaerobic) 10
Aerobic .5
Unheated (anaerobic) - .3
(b) •Sludge Stabilization (chemical or thermal) S
(c) Sludge Drying Beds -Gravity
49
Vacuum Assisted -
(d) Sludge Efuirfatian -5
(e) Sludge Conditioner (che;mical', or thermal) 5
(I) Sie;age 'Thickener (gravvity)....„........................ 5
(g) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)) 8
(h) Sludge Gas Utilization (including gas storage) 2
(1) Sludge Holding Tank - Aerated 5
Non -aerated 2
(I) Sludge incinerator (not Including activated carbon regeneration) 10
(k) Vacuum Filter. Centrifuge, or Filter Press or other similar dewatering devices 1 0
(8) RESIDUALS UTILIZATION/DISPOSAL (including incinerated ash)
(a) Lagoons 2
(b) Land Application (surface and subsurface) (see definition 22a)
by contracting to'a land application operator or landfill operator who holds the land application permit
or landfill permit 2
(c) Dedicated Landfill(burial) by the permittee of the wastewater treatment facility
(9) DF'cCl)ON
(a) Chlorination 5
(b) Dechiorination 5
(c) Ozone 5
(d) Radiation 5
(1 0) CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additions rated as hem (3)(j),
(5)(a)(xi), (6)(a). (6)(b). (7)(b), (7)(e), (9a). (9)(b) or (9)(c) 5 points each:
List
u) 5of
4)
MISCE_LANEOUS UNITS/PROCESSES
(a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common
for domestic wastewater 4
(b) Effluent Flow Equalization (not applicable to storage basins which are inherent In land application systems) 2
(c) Stage Discharge (not applicable to storage basins inherent in land application systems)
(d) Pumps
(e) Stand -By Power Supply
(1) Thermal Pollution Control Device
TOTAL POINTS
CLASSIF)CAT10N
Class I 5-25 Points
Class II 26.50 Points
Class Ili 51-65 Points
Class Ar 66-Up Points
5
Facilities having a rating of one through lour points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process wi5 be assigned a minimum classification of Class II.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class Ili.
4d
.0034 DEFiNRIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physicaVchemical method for reducing soluble organic. material from wastewater effluent; The column -type beds used in this
method will have a flow rale varying from Iwo to eight gallons per minute per square foot And may be either upllow or down:low carbon beds. Carbon may c
may not be regenerated on the wastewater treatment plant site;
(2) Aerated Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation or organic maser is reduced through artificiall
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about intimate contact between air or high purity oxygen in a liquid by spraying. agitation or ditfusion;(3a) Extended •
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed site. Any site on which a crop is produced. managed, and harvested (Crop includes grasses, grairs, trees, etc.);.
(5) Air Stripping. A. process by which the ammonium ion is first convened to dissolved ammonia (pH adjustment) with the ammonia then released l0 the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize
absorbed impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve .-secondary" effluent limbs;
(8) Centriluge. A mechanical device in which centrifugal force is used to separate solids from liquids or to separate liquids of different densities;
(9) Chemical Add!ilon Systems- The addition of chemical(s) to wastewater al an application point for purposes of Improving solids removal. pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one
system; the capability to add chemical(s) to duet units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result in the systems being rated as separate systems;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as I;me, ferric chloride, or a polymer to wet sludge to coalesce the rr ss prior
its application to a dewatering device;
(11) Closed Cyclu Systems. Use of holding ponds or holding tanks for containmont of wastewater containing inorganic, non•toxlc materials from sand, gray
crushod slono or otheir similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12) Combined Removal of Carbonaceous SOD and Niirogonous Removal by Nitrification. A single stage system required to achieve permit effluent limits on BC
and ammonia nflrogcn within the same biolnr_i;af reactor,
(13) Doc1 (urination. The partial or complete roouclion of rosidual chlorine inn liquid by any chemical or physical procoss:
(14) Der:i:rilication Process. The canvon:ion of nilrato•nitroger, to nitrogen gas;