NC0003875_Wasteload Allocation_19810218

NPDES DOCUHENT SCANNINe COVER SHEET
NC0003875
Castle Hayne plant WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
February 18, 1981
This document is printed on reuse paper - ignore a.ny
content on the reirerse side

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Facility Name:
Existing
Proposed
I 1
NPDES WASTE � LOAD ALLOCATIONI/
1D/.4MO.c1D 5,,�1rimoC/ CP..) �,�.5TG E A YYc/E C .�/Rorr7E CCIVP' FX
Date • /- 7-6/
Permit No. /CO00387 Pipe No.: 00l County. XEW / 2,/o✓tE--/T
Design Capacity (MGD): D•74 7 Industrial (% of Flow): /O O
Domestic (% of Flow):
Receiving Stream:/UORT/-/E,45T (,OPE / F,4A Class: C-.SGJ Sub -Basin: CPF.23
Reference USGS Quad: °Ogg TOGU,cj /'e(Please attach) Requester • ESTO.c/ ! fOGd.4R,D
(, JDe c
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office aLirniJ 'rem/
Design Temp.: Drainage Area:
7Q10: % 6 Winter 7Q10: J 30Q2 • i? 3 C(,0
Location of D.O.minimum (miles below outfall): Slope.
Velocity (fps): Ki (base e, per day, 20°C): K2 (base e, per day, 20°C)•
ly)L/
kV/ •
Avg. Streamflow:
E f-(rc }� vc 71,,,z.vl 6 /3 /8 3 (aPT)
EffluentII
Characteristics
-_
4/cloy
Comments
T55
23•5
ICI, (o
O+ _P Ciro m l ow
, 55
3. 'i
Vr
Cc - 'I
u
1
Original Allocation
Revised Allocation
1I
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l/-c_ 771 2 c4 /l / cg3 47-)
F Effluent
Characteristics
m��
////G+`�
/ci
Comments
ems-
a-y, 5
ii.
Toi(A.P chrornlLni
23
(,7 a
N,
15
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241
, L_/ f
. J 1-
,
P H-
6 -- `9 S J
11-11 1/r»/ ( ate y urAe;->
Date(s) of Revision(s)
(Please attach
O
previous allocation)
ared By: -Keg KD22 % J/1 Reviewed By:
(W
Date:
It

BP
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly Karim y
Average. (gs) j y)
Maximum Daily
Average /j,Ay (L6s/j,14y)
Comments
''- E/CFEC77 ✓E MA4/ -.4JiE .30 /9S3
7-5 5.
77 8 (/7/. 6)
`55: 7 043..2)
Cr '6
.
0, /8 (0-59)
e.3s (4. 7a)
/ (/74 . (/Rorr?I drr?
/. 5 (3 ig/
• 1 / 4.496.)
/y
6.0 627i.v)
9.0 (.r2,4x)
`,� cgc fl ✓E 5E<'/Am//#./0 ,/CLG v / /983
?E Coin PA•/Y /Os 54/B/rliTTEO
• 73 ,5
776' (/7/. 6)
/S.S 7 (343. 2)
sc/FL"/ C/E/JT ✓dsm ,c o r/o.J Imo i
Ci- t'
,
p, /2 /6.2 7)
o. zs (D •55)
Tr/E PG.oNT /5 GOPAQ c.a' of
/D7,O L a/Rotrimi Z'
0.78 (/- 72)
A 54 (3.4 /)
rrie r/'/G 77/ P R►0 5EiC) 8 %•
fit// CX L E
D • '/3 0.94)
6. 8.5" (/. 8?)
GviDE 6 /.B/Es . /r /s ,Ro oosEo 70
Z,/C
/. is (2.5?)
2.34 f..5" /5)
/.S.SuE .e 5 YE.eR A:wize n/7%
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
Soft//Jm aCyRomATE
780, 000
'S/o C ' -9/5
/7 64‘. 445; Ah. /44)
ei.,,,vm/ c /OC/O (io D/,c//4")6)
id/' .,
J�z y 2.46 /950) /
sEc
ei/FZorrmc- /12eT.oc..5 (No 0i5C/1.4,i'E)

a
t IRmoy7d 5i�(Zoc..k rp_e_ ool
tr).� y -7 177 gri) = l- 1(,
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-30/2 = 83 cleo
hp
OA
DA
/5
a l 00 c-F5
c
TSB
,�t6
-Tot .C1-- 001 i'll\-3b
a' 0, 1 "`ALP
0914 6-9
(l. J6 46) (K.-), = -(ii Qo +' 03) (• l
r, _ , z.( mq.e
— 4523 /clay
1 a I I -r}sz__ Su of a/o ) i m it APT 4 6r4T
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oirA --nv-c. a, / / 4,
e5pec1.014 (Dw ictga) c6-7360-4,s-21A7_
6/..51 ea4 a di/V410-e-AP /11_
1 'hagorS Vd /I 4%95 ( CP F 40/". fie 41)
wicThijf. = 1/00
m n = c9 5941
1)0v-b (A) ,-- ao Ow e.0 /ppe 0 9 )
C71JU1 n') 0200
- 0
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adOC t 4377 /401,t) ao1
"7-5S 30 n'tekil
eoDs 30 "4//1
9)÷ -
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3
p, 003 —
sa.u.747iyito-heist Aeeitax
h/71,4
cf,i Wer_X
tua-6 2iT? 1U4 pefAt cA4 720
_6611*.1 /..714gr7cil42 YaL,
povvi- Go/ 5.k eovm CoArr-41 4-
7ho
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(60,a5 = 5 "ALP _ ou s)_ /o'��e�
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Form #001 -
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Diamond Shamrock Corp. Ui-Ub-l3
County: New Hanover Sub -basin:
Regional Office: Wilmington Requestor: Preston Howard
Type of Wastewater: Industrial 100
Domestic 0 `' ;0
If industrial, specify type(s) of industry: Chrome manufacturing (produce 780,000
lbs sodium bichromate)
Receiving stream: NF Cape Fear River Class: C-SW
Other stream(s) affected: - Class: -
7Q10 flow at point of discharge: 15 cfs
30Q2 flow at point of discharge: 83 cfs
Natural stream drainage area at discharge point: 1414 sq mi
Recommended Effluent Limitations
These limits are monthly averages. BPT and BAT limits are from 40 CFR
415.17. These limits were more stringent than limits calculated from
water quality standards.
Effective thru Effective beginning
6/3/83 (BPT) 7/1/83 (BAT)
mg/1 #/day mg/1 #/day
TSS 27.5 171.6 27.5 171.6
Cr+6 0.06 0.39 0.04 0.27
Total Chromium 0.55 3.43 0.28 1.72
Ni - - 0.15 0.94
Zn - - 0.41 2.57
pH 6-9 6-9
This allocation is:
/ /
for a proposed facility
for a new (existing) facility
/R/ a revision of existing limitations including BAT limits
a confirmation of existing limitations
Recommended and reviewed by:
Head, Techncial Services Branch
Reviewed by: Regional Supervisor
Permits Manager
a4-piaA,-2!
Approved by:
Division Director
Date: 1/7/ 41 87
Date:-.-/6-39/
Date:

Fao
w
CD
E
v Existing
c) Proposed
as
:4=
/_ NPDES WASTE LOAD ALLOCATION �
Facility Name: / /790A/0,51-4n"/i4OCC 6RP2R4T/O•iC,Q 4 j7z- 1 YX/E (J`/AV/72E /YJPGEXDate• / - 7- ` V
Permit No. : /t/C0 003c4 Pipe No.: 002 County: / & ��/lo✓ER
Design Capacity (MGD): 010
Industrial (% of Flow): Domestic (% of Flow): /p 0
o ��P�Z3
76
Receiving Stream: IV ,,�/��� ��P� �o/1 Kirin /L Class • �- �Gcl Sub -Basin:
c Reference USGS Quad:/'/G EAPm4a) /UC (Please attach) Requestor• T7-0/-/ _?/�©WARS Regional Office/;l4/nIA/0T0.l
.VOO Co)
-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: r,z 9 o � Drainage Area: /`/q q sof rri / Avg. Streamflow:
7Q10: l6a 4,0 Winter 7Q10: 30Q2:
.......
4' Location of D.O.minimum (miles below outfall): — Slope.
_ r
E MVelocty (fps) : I, 5 Kl (base e, per day, 200C) : r o?<f K2 (base e, per day, 20°C) • 'a '
0
c.,
0
N
a)
c,
Effluent
Characteristics
Monthly
Average
Comments
eo,D5
m/1
f3/,t1
Original Allocation
Revised Allocation
1I
I
qGon .ISI m
A/5'
P epared By: '/ (X l '-2W /7
y ? `, /
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date: LS

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
Average
Comments
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference

WASTE LOAD ALLOCATION APPROVAL FORM
1-‘,261
Facility Name: Diamond Shamrock Corp. - pipe 002
County: New Hanover Sub -basin: 03-06-23
Regional Office: Wilmington Requestor: Preston Howard
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: NE Cape Fear River Class: C-SW
Other stream(s) affected:- Class:
7Q10 flow at point of discharge: 16.2 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 1499 sq mi
Recommended Effluent Limitations
Monthly average limits Qw = 0.010 MGD. Parameters used in developing
these limits are included on the attached form.
BOD5 = 30 mg/1
TSS = 30 mg/1
pH = 6-9 SU
This allocation is: / /
1.7
/ /
/.i
Recommended and reviewed by:
-17L /6r14,..,
Head, Techncial Services
Reviewed by:
Regional Supervis r
Permits Manager
Approved by:
Division Director
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
Branch
1.470, g4&ti
Date: //2.21g/
Date: /23/$1/
Date: 102"8 8/
Date: Z-2-8/
Date: )"` �j

w
Office to Com
a)
NPDES WASTE LOAD ALLOCATION�/1
Facility Name • //%r4�ON0 �20�ROCK �pRPOR4T/O,�% 6 5TE G/1--hy �/E 6NRO/YIE (�/IJPG.K. Date • i- 7- 'i
Existing
Proposed
•
Permit No. •/lLC_ 2d.387s Pipe No.: 2O5 County • 1(1EW ,zh ,0
Design Capacity (MGD): 00027
[%TDA7oe/GE R/a/.SE udGTE/5 (io 4DD/72 /E5)
Industrial (% of Flow) :A/;° Domestic (% of Flow) :
T l ' Coi1Z3
Receiving Stream: l�/ To �/ORTNEAST PE FA�C Class: �-�UJ�� Sub -Basin:
Reference USGS Quad : ��G+�REToGd�c./,.(/C (Please attach) Requester • %'�SGaTQ[i i'Qdif0 Regional Office/�Lm/.vG'ro,c/
(/ AUGER Co
(Guideline limitations, if applicable, are to be listed on the back of this form.)
01
v
0
cn
(1)
CD
.y
as
t/5
f
Design Temp.: Drainage Area: Avg. Streamflow:
7Q10: Winter 7Q10: 30Q2•
Location of D.O.minimum (miles below outfall): Slope.
Velocity (fps): K1 (base e, per day, 20°C): K2 (base e, per day, 20°C)•
Effluent
Characteristics
Monthly
Average
Comments
,5oDs
5 '71-5/,
feJ 50/i..Z5
0,1 lt,
jd..."_?4,,,-
-S '-7O
1 7L`Lte /'ecCi/fi
eX2
wa/e
Original Allocation
Revised Allocation
Prepared By(
1R
11
Effluent
Characteristics
Monthly
Average
Comments
a prposeD -caCI
Date(s) of Revision(s)
(Please attach previous allocation)
(VS/31
Reviewed By:
Date:

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
Average
Comments
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference

Facility Name:
WASTE LOAD ALLOCATION APPROVAL FORM
Diamond Shamrock Corp - pipe 003
County: New Hanover Sub -basin: 03-06-23
Regional Office: Wilmington Requestor: Preston Howard
Type of Wastewater: Industrial 100
Domestic
If industrial, specify type(s) of industry: Automobile rinse water - modeled as
car wash facility
Receiving stream: UT NE Cape Fear Class: C-SW
Other stream(s) affected: NE Cape Fear Class: C-SW
7Q10 flow at point of discharge: 0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 0.0001 sq mi
Recommended Effluent Limitations
Monthly average limits for 0.0027 MGD car wash facility discharging
into small UT of NE Cape Fear River. Parameters used to develop the
model are included on the attached form. Discharge shall not
increase the turbidity of the receiving stream to more than 50 NTU.
BOD5 = 5 mg/1
Settleable Solids = 0.1 mg/1
MBAS = 0.2 mg/1
pH = 6-8.5
7-CD,#2/97E'J0 .DE•LE no c/ Off/ lr tS L//?!/T4TS/iiCE Al4 d2D/17✓ ..S OF
,st/Y 11/ /D MILL. 8E 1.66.0 jAij/ZB,Bi
001�/ Off J.6e 7Pea Mm`',2a
This allocation is:
/X/ for a proposed facility
/ / for a new (existing) facility
/ / a revision of existing limitations
/ / a confirmation of existing limitations
Recommended and reviewed by:
- y/ ; e'A/N / (./f) Date: l /22. /4
Head, Techncial Se ices Branch Q4li�/� /�� Date: (A j/T/
Reviewed by: // %%G� `�
Regional Supervisor (1 • Date: a6/6/
00
Permits Manager 2 (7 / Date: Z• 7-8/
Division Director /2/
Approved by:
Date: a//�

=j Facility Name:
E
0
t,
0
4-0
Cti
4.6
aJ
0
0
N
GJ
GJ
=
a.)
Existing
Proposed
[ 1
Design Capacity
vetu e5 c 62A.49,, 1 Sri ! - is '► 717b 4,0 a.V c{%
WOES WASTE LOAD ALLOCATION
��G� O✓)c 5)16) oc.k 1 f0072077 -�j2/a7G #G/A C 1(Wn-e. Date:
Permit No.: /UC 000 58 5
Pipe No.:
ooe
County: lieu.) Ilia oo vel
(MGD): O O oa 0 Industrial (7. of Flow): Domestic (% of Flow): / b 0
Receiving Stream: 1t1 Cafe FPS 1?
Reference USGS Quad:- Moo✓Pn um (Please attach)
Class:6 1) Sub -Basin: ,R9
Requestor• PPS hb:J (D Regional Office
Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10:- 1(+�
Location of D.O.minimum (miles below outfall):
Velocity (ps): /, 5 Kl (base e, per day, 200C): °c:2 11
( rr7e in 4-ida l )
Drainage Area: q9 Avg. Streamflow:
Winter 7Q10: — 300.
Slope.
Effluent
Characteristics
Monthly
Average
Comments
Bo D
50 q',/-g
P>+
6- 9 5L'.
i
Original Allocation
Revised Allocation
11
COn rhon !�J
hred By: /&d I ✓J ,z/z/i
CJ
I
K2 (base e, per day, 20°C) . ''"r 6
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date:

WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name:
Diamond Shamrock Corp. -Castle Hayne Chrome Complex -pipe /#2
County: New Hanover Sub -basin: 03-06-23
Regional Office: Wilmington Requestor: Preston Howard
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: NE Cape Fear River Class: C
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 16.2 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 1499 sq mi
Recommended Effluent Limitations
All limits are monthly averages. Parameters used in developing the
model are included on the attached form.
Qw = 0.020 MGD
TSS = 30 mg/1
BOD5 = 30 mg/1
pH = 6-9 (SU)
11AI/4T /� 1Q8'
Rec/°�'�� aFF/,
E
This allocation is: / /
for a proposed facility
for a new (existing) facility
/ / a revision of existing limitations
Recommended and reviewed by:
a confirmation of existing limitations using
waste
Head, Techncial Services Branch
Reviewed by:
Pid
Regional Supervisor
Permits Manager
Approved by:
Division Director
,e it)
Date:
Date:
Date:
a larger
f low
Date: 1.-4-8/

Federal Register / Vol. 48. No. 55 / Monday, March 21, 1983 / Proposed Rules 11865
SUBPART C
)
Foxutant or pollutant property
Pretreatment standards to
existing sources '
Maximum
for any 1
day
Average of
daily values
for 4
consecutive
monitonng
days
2,4.6 tncrllorophenol
2 cnloropnenol........_—_._..�.__,
2.4dlcnlocphend
2.4.dime lylpnend...._
2-rutroonenol..._...._.....___...�
4-mtropner OI .......-...._.._....!
awnixone
*methyl phthalate
9uorene
phenanthrerte _....—._..�
rhlotoethene
methyl bromide
,jtromrum
merwr/ ...
175
75
200
5C
100
500 '
150
50
375
50
50
50
150
50
50
190
90
100
50
100
75
325
100
175
100
90
50
'All units are micrograms per titer. A dash (—) signifies no
limitation.
§ 414.37 Pretreatment standards for new
sources (PSNS).
Except as provided in 40 CFR 403.7,
any new source subject to this subpart
that introduces pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403 and achieve the
following pretreatment standards for
new sources (PSNS).
SUBPART C
Pollutant d pollutant property
Pretreatment standards for
new sources'
Maximum
for any 1
day
Average of
daily values
for 4
consecutive
momromg
oars
2.4.6-tnchlorophend..__._....—175 100
2-chloroWtend.........._....�.._...._ 75 50
2,4-0ichlcrophenol ....._..__ 200 100
2.4-aimelhylphend 50 —
2-mbophenol ......... ---- 100 75
4-nitfophenol........._._.... _ _ .._I 500 325
2,4-dinnrophenol _....._....... 150 100
eopnorone ................__..._..._. 50 —
mmethvi urinclate....._.___.._a 375 175
aaenapmtrtywne..___—.___i 50 —
50 —
pherantnrerre—..---.... —..., 50 —
1.2dichloroethene ........—....___.. 150 100
cMoroetnane _ —_-I ' 50 —
methyl oromde..._.... 50 —
avomium ._._..._ 190 90
mercury 90 50
Peroxidation
Acid Cleavage -
Condensation
lsomerization
Esterification
Hydroacetylation
Hydration
Alkoxylation
Hydrolysis
Carbonylation
Hydrogenation
Neutralization
§ 414.41 Specialized definitions.
For the purpose of this subpart:
Except as provided in 40 CFR ; 414.10(e)
the general definitions. abbreviations,
and methods of analysis set forth in 40
CFR Part 401 shall apply to this subpart.
§414.42 Effluent limitations representing
the degree of effluent reduction attainable
by the application of the best practicable
pollutant control technology (SPT).
Except as provided in 40 CFR 125.30
through 125.32..any existing point source
subject to this subpart must achieve
discharges not exceeding the quantity
determined by multiplying the process
wastewater flow subject to this subpart
times the concentration listed in the
following table.
SUBPART 0
Pollutant Cr pollttarlt property
BPT enluent limitation
Maximum
for any 1
day
Maximum
for monthly
average
8005
TSS
pH
100
137
13
40
47
(1)
'AB units except pH are milligrams per liter.
,Within the range of 6.0 to 9.0 at all times.
§ 414.43 Effluent limitations representing
the degree of effluent reduction attainable
by the application of the best conventional
pollutant control technology (BCT).
Except as provided in 40 CFR 125.30
through 125.32, any existing point source
subject to this subpart must achieve
discharges not exceeding the quantity
determined by multiplying the process
wastewater flow subject to this subpart
times the concentration listed in the
following table.
SUBPART D
Pollutant Or poltutent property
BCT effluent brrutabcn
Maximum I Maximum
for any 1 for monlnly
oay average
Alt units are micrograms per iter. A dash (—) signifies no 8005
urpnalien. TSS
Subpart D—Type 1 subcategory
§414.40 Applicability: description of Type
I subcategory.
The provisions of this subpart are
applicable to discharges resulting from
the manufacture of organic chemicals
only or both organic chemicals and
plastics and synthetic fibers that include
wastewater from any of the following
("Type I") generic processes but not
from the oxidation generic process.
PH
100
137 c
40
47
(1
'All units except pH are milligrams per liter
'Within the range of 643 to 9.0 at all times.
§ 414.44 Effluent limitations representing
the degree of effluent reduction attainable
by the application of the best available
technology economically achievable (BAT)
Except as provided in 40 CFR 125.30
through 125.3Zr any existing point source
subject to this subpart must achieve
discharges not exceeding the quantity
determined by multiplying the process
wastewater flow subject to this subpart
times the concentration listed in the
following table.
SUBPART D
Paiutant or pollutant property
BAT ettluen. hmdal ons '
Maximum
?Or any '
day
Average of
dad,/ values
for 4
consecutive
mcmtormo
.lays
2.4, 6- trlcttl0l �1,'. �I
2 ch:crborenal
2-macphenol
pentacnloropllenpl ....._...___.....__
phenol ._..
acenaprlhens......__.._....—......_
1,2,4.lrtchlorobenzene ....
1.2-dic'uoroOer,zone
Isophcrone
bis42-etttythexyl)
d-n.butyl
diethyl phutalala__
dimethyl phthalate.._...... ......
_.._._
acenapnthylene___._.—__ _.__
ttuorene
benzene
carbon tetrachloride.».—........
1.2dich1ooethane....._— .--
1.1,1-tnctllorcemane
1.1-dictlloroettlane
chloroform ......
1.l4ichloroethybne..__ —..—
methylene
methyl chlonde
methyl bromide
rbrhlorobro omedtane._—
toluene
lead
mercury
zfrlc___
cyanide
175
75
200
50
110
500
150
100
50
50
225
250
50
350
300
275
375
50
50
50
125
50
150
50
225
75
50
75
125
275
50
50
50
50
225
75
780
70
190
150
70
90
210
410
100
50
t00
75
325
100
50
125
'25
150
150
125
175
75
100
125
50
50
75
150
125
50
370
40
90
70
40
50
100
180
`All units are micrograms per liter. A dealt 1—) signifies no
limitation.
§ 414.45 New source performance
standards (NSPS).
Any new source subject to this
subpart must achieve discharges not
exceeding the quantity determined by
multiplying the process wastewater flow
subject to this subpart times the
concentration listed in the following
table.
SUBPART D
Pollutant or polkaanl moony
NSPS effluent lip4tauons'
maximum
for any 1
day
E Average 01
1 deity values
1d 4
consecutive
morxtonng
days
2.4.6-trtdvoroptlend
2-cnloophenol.._...._
2,4-didUddohend
2.4•damethytpnend
2-rwoonend
44stroo0end.....
2.4dimtroptawl
175
75
200
50
100
500
150
100
50
100
75
325
100
1

1-1.M8 Federal Register / Vol.43. No. 55 Ni a gi ,c assr. N9Grr . 'z. :98:; r P-cDoseri
SUBPART! --Continued
MSPS effluent lineations '
tar ant 1
.lay
Average n1
wary values
IT 4
rntxnwa g
days
pantacnbrcd+awl........._100
phenol............ .....___.._........... 50
ecenaaMhene 50 ;
1.2. 4anchloroobenzene...._......._225
' 2a,chlorobenztlne 251
tSophorone 50 '
blst2.eihylhexyyt) pnnaate 350
di+n-butyl pinnate 300
diethyl phthalate 275 I
dmetnyl phthalate..»...«........ ' 375
ecenaphthylene._ __....._. ...._ 50
tljorene .»»......__...._.„ 50
Ptlenantnrene 50
benzene _._... 125
carbon letracnlonbe 50
12-px:ntornenane 150
1.1.1-thcMtxoetnene _. 50
1.1 ididuoroethane 225
1.1.2 klchloroeelane....._.._.�I 75
Cuoroetnarie I S0
cnolorof0rm 75
1.1-dichloroethylene 125
einylbenzene _. 1 275
memyserle dllprxle ...._._..._ ' 50
methyl chloride.._...____ 80
metnyr bromide 50
d'chlorobrorrame8Wle._.............^ 50
toluene ........_......._....____.......__ 225
tncnloroetnvlene......__—.� 75
arnirrlony....».......«..»...»._...»...._� 780
cadmium __......._.._._..._.... 70
avomxurn ...«..._..._._..._ 190
Copper .___— .. 4 150
lead......_ „„........ 70
90
zinc.._ ........___..,..._.____..' 210
cyanide_ .___. _..—...—y 410
s0
125
125
150
150
125
175
75
100
125
50
50
75
50
:25
50
370
40
90
70
40
50
100
180
Pollutant or pollutant properly
Maximum taxmen
for arty 1 Icy monthly
day average
8005
100 40
137 47
(') (')
`AA units except pH. B005 and TSS are micrograms per
Met. B005 and T$S are milligrams per titer. A dash (—)
signifies no Mutation.
§ 414.46 Pretreatment standards for
existing sources (PSES).
Except as provided in 40 CFR 403.7
and 403.13, any existing source subject
to this subpart that introduces pollutants
into a publicly owned treatment works
(POTWs) must comply with 40 CFR Part
403 and achieve the following
pretreatment standards for existing
sources (PSES).
SUBPART 0
Ple47e41.11 standards for
exremg sources '
Average of
Pollutant Or pollutant property lflmum daay
Mavexres
tor any 1 for 4
day consecutive
monitoring
days
175
2-duorophena
2.4-dretlloroWrenol 200
2.4.dimelhylphenot __. 50
2•nnropnenol ._ .1 100
100
so
100
75
. SUBPART D—Continued
Pc -Liam or po.11.:am axrr7.,
p7veatnlent standar,
answlq WWUICe6
MaxM
101 any '
day
Overage ttl
lily values
tot
:.onseouti►e
monaorm
Maya
a.nrtropneno( ...... __..... _...__._
;
2.4nit: carenol
r3opr'71.ane _._..........
alnemyl pnblalate ...........................
`oenaonmvrene ........ ............ _......
Aourene
,7nenanttrene
1.2-. cMor0ethane _......._....»........
ctlloroethane __...
cromium...._._.»........
mercury __..... ..
`30 325
150 1S0
50 —
375 , r75
�' —
501 —
50 —
150 100
50 —
50 i —
190 90
90 50
' A6 units are micrograms per titer..' claw (-1 S.gnrnes rIo
Ilmotal0n.
§ 414.47 Pretreatment standards for new
sources (PSNS).
Except as provided in 40 CFR 403.7.
any new source subject to this subpart
that introduces pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403 and achieve the
following pretreatment standards for
new sources (PSNS).
Subpart 0
Pollutant or pollutant property
Pretreatment standards for
new sowces'
I Average of
Maxumrn I dolly values
aan./1 for 4
(
{ consecutive
day
m'ofutonng
days
2cMorophend...._.....�.__ ... '
2.4:dichlorophenol
2.4:dimethylphenol
2-nstrophenol
4•n'Co(opnen_._....._
175 I 10,3
75 ! 50
200 I 100
SO
100 , 75
S00 I 325
2.4- astroonenol 150 i 100
Isophorone _ 50I —
drmetnyl phthalate _.........__» 375 I 175
acenaphthylene _.._.__...... .... 50 1 —
9uorene ..—.._.. ' 50 —
pllertanthrerle _......__.._- 50 i —
t .2oichloroethane ....__......... »....4 150 I 100
dlloroetrlane _ 50 —
melnylbromide—.......— 1 50 —
chromium (90 I 90
mercury 90 , 50
'All units are micrograms per liner. A dash (—) signifies no
IimitabOn.
Subpart E—Other Discharges
Subcategory
§ 414.50 Applicability; description of other
discharges subcategory.
The provisions of this subpart are
applicable to discharges resulting from
the manufacture of organic chemicals
only or both organic chemicals and
plastics and synthetic fibers that are not
subject to subparts B. C and D of this
part.
§ 414.51 Specialized definitions
For the purpose of this subpart:
Except as provided in 40 CFR
414,10(e) the genera definitions.
abbreviations, and methods of analysis
set forth in 40 CFR ?art 401 shall apply
i0 this subpart.
§ 414.52 Effuent limitations representing
the degree of effluent reduction attainable
by the application of the best practicable
pollutant control technology (BPT).
Except as provided in 40 CFR 125.30
through 125.32. any existing point source
subject to this st.iipar= gust achieve
discharges not exceeding the quantity
determined by multiplying the process
wastewater flow subject to this subpart
times the concentration listed in the
following table.
SUBPART E
BPT et5uent Smtabors
PolluttrI or oollutant proouny Maximum ; Maximum
for any 1 ; 10r monthly
day ! average
8005._
TSS.
69
115
(')
29
39
(l
'AN units except pH are milligrams per liter.
'Within the range of 5.0 to 9.0 at all tines.
§ 414.53 Effluent limitations representing
the degree of effluent reduction attainable
by the application of the best conventional
pollutant control technology (BCT).
Except as provided in 40 CFR 125.30
through 125.32, any existing point source
subject to ibis subpart must achieve
discharges not exceeding the quantity
determined by multiplying the process
wastewater flow subject to this subpart
times the concentration listed in the
following table.
SUBPART E
BCT effluent limitations
Pollutant or pollutant progeny Maximum
lc' any
I day
Mexm1dro
for monthly
average
8005 _._...._.»................_..
69
115
(')
28
39
(')
'AA urets except pH are milligrams per 'ter
=WiM1a1 51e range of 6.0 to 9.0 at all times.
§ 414.54 Effluent limitations representing
the degree of effluent reduction attainable
by the application of the best available
technology economically achievable (BAT).
Except as provided in 40 CFR § 125.30
through 125.32, any existing point source
subject to this subpart must achieve
discharges not exceeding the quantity
determined by multiplying the process
wastewater flow subject to this subpart
times the concentration listed in the
following table.

Federal Register / Vol. 4-8. No. 55 i Honda-:. '.! ir&. 1982 Proposed Rules 11867
SUBPART E
0,:4:utan: or oouu:ant crouerry
SAT effluent limitations '
Maximum
for any 1
day
Average of
daily .atues
for 4
consecueve
rnonitOrrng
days
2 i-'r•r:uprcpnenol .............
2•ch,0lophenc'
2,4.c:cntoopranot
2.4.uimetny ipnenol ....
2-nitrophencl
4.nitrophenoi
2,4-oirnrcpneno'
pentacnloropneno'
Phenol
acerapntllene
1.2.4-tnchlorobenzene.._
12-dichlorobenzene
iscanorone
brst2•ethylhexyl phthalate
dr•n.butyl phmalate
diethyl phthalate
drmethyl pntnatale...
acenaonmylere . .
tluorene ..
pnenarlhrene
benzene
carbon tetrachloride
1l Chloroelrane
1,1, l.pncl loreet'tar'e
1,1-0t0htacethane _......... .. ...
1.l,2•inchtoroetnane
chldroetnane
chloroform
1, 1•dicnloroethylerte
ethylbenzene
methylene chloride
methyl chloride
methyl oomitle .....
didhlcroromometnane .«
toluene
tncnroroetnytene
antimony
cadmium
chromium
upper
lead
mercury
zinc.
cyanide
175
75
200
50
100
500
150
100
50
50
225
250
50
350
300
275
375
SO
50
50
125
50
150
50
225
75
50
75
125
275
50
50
50
50
225
75
780
70
190
150
70
90
210
410
100
50
100
75
325
100
50
125
125
150
150
125
175
75
100
125
50
50
75
150
125
50
370
40
90
70
40
50
100
180
'All units are micrograms per liter. A dash (—) signifies n0
fimxtatton.
§ 414.55 New source performance
standards (NSPS).
Any new source subject to this
subpart must achieve discharges not
exceeding the quantity determined by
multiplying the process wastewater flow
subject to this subpart times the
concentration listed in the following
table.
SUBPART E
Pollutant or Pollutant property
NSPS effluent limitations'
Maximum
for any 1
day
I Average of
daily values
for 4
consecutive
monitoring
days
2.46(nchiorophen01 175 •• 100
2.c5:orophend 75 ' 50
SUBPART E-0Onttrlued
POdutant or pcautant crocenv
NSPS effluent 'imitations
Maximum
for any 1
day
average of
daily values
tOr 4
consecutive
monitoring
days
2.4•0icnto0phenci
2.4-prnethytpnencl
2•nitropnend
4-nlhCpheno'
2.4-d'nnrophenol
pentachiorophenol
phenol
SCenaphthene
.2.4-tr lcrtlor0Oenzer`�
1,2dicMorcberaene
rsoohorone
bl(2-attdtymexyl iMmalate
di-rwutyt pntnalate
diethyl phthalate
dlmetnyl phthalate
acenaphthylene
lltlorene
ptlenanmrene
benzene
carbon tetrachwrMe
1,2•dichloroettiarte
1.1.1 •:nchlcroethane
l4icnloroethene
1.1,2-tncmoroetnane _..
cnloroethane
chloroform
1.1-dichloloethylene
ethyltenzene
methylene chloride
methyl chlonde
methyl bromide...-._._..........—
otcftlorobromomethane .._.
touene.� _
Picnic:methylene _...
cadmium.......-
chromium
Copper
lead...,,
mercury
cyanide
200 100
50 —
100 75
500 325
150 ' 100
100 1 50
Sir
50
225 ; 125
250 125
50
350 150
300 150
275 125
375 175
50 —
50 —
50 —
125 75
50 —
150 100
50 —
225 :25
75 50
50 —
75 50
125 75
275 150
50 —
50 —
50 —
50 —
225 125
75 50
780 370
70 40
190 90
150 70
70 40
90 50
210 100
410 180
Pctlutant or pdWtent property
Maximum Maximum
lot any 1 for monthly
day average
8005
TSS...
PH
SI.SP.asT E
Petlutan: Dr pollutant 7IC04 '
, Pretreatment standards for
existing sources'
Maximum
for ally
day
Average at
daily vauos
Tor 4
consecutive
monitoring
days
2,4.6:tr:cntorophehd 175 100
2-Chicrnpnanot 75 . 50
2,4-dich:cropneno1 200 i 100
2,44irnemylpnerlol 50 —
2•nitroo'.er.cl 100 i 75
4-nnropr?ncl......._. 500 : 325
2,4-d.n..roonenot..„ ... 150 100
tsopnorone 50 —
dimema phstaiate...._._._..... _...•..I 375 ' 175
acenaphlnylene...._.._._................ 5050 i —
fluo one — —
phenahrtlrene — { SO 1 —
1,2•drehtor0ethane 150 • 100
chloroethane 50 —
methyl bromide 50 • —
chromium •• 190 i `90
mercury.. 90 50
'All unaS are micrograms Der Titer. A dash 1—t signifies no
limitations.
§ 414.57 Pretreatment standards for new
sources (PSNS).
Except as provided in 40 CFR 403.7,
any new source subject to this subpart
that introduces pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403 and achieve the
following pretreatment standards for
new sources (PSNS):
SUBPART E
Pollutant or pollutant property
Pretreatment Standards for
New Sources'
Maximum
for any 1
day .
Average of
daily values
to 4
consecutive
monitoring
days
69 28 2.4,6•tnchlorophend..._.
115 39 2chtoropnertd__......__
2,4.ichloropttenot
'All units except pH, 9005 and TSS are micrograms per
liter. B005 and TSS are milligrams per Titer. A dash (—)
agrsties no limitation.
Within the range of 6.0 to 9.0 at ati times.
§ 414.56 Pretreatment standards for
existing sources (PSES).
Except as provided in 40 CFR 403.7
and 403.13, any existing source subject
to this subpart that introduces pollutants
into a publicly owned treatment works
(POTWs) must comply with 40 CFR Part
403 and achieve the following
pretreatment standards for existing
sources (PSES):
2.4 dimetrrylphenol
2•rtitrophenol
4-nitrophend..,.,......
2.4-din,crophenol
isophoone
dlmehyl phthalate,
acenepnlrylene.....
phenantnrene
1.2•dichtoroetnane __.........
chloroemane.._.................. _..._..._
chronrwn
mercury
175 100
75 50
200 100
50 —
100 75
500 325
150 100
50' —
375 175
50 —
50 —
50 —
150 100
50 —
5O —
190 90
90 50
'All units are micrograms per liter. A dash (—) signifies n0
hrnitabon.
(Fit Doc_ cm-a'17n filed 3-18-83: 8:45 apt)
BIWNG CODE 6550-S0-M