NC0004308_Wasteload Allocation_19860324

NPDES DOCIMENT SCANNIN`i COVER SHEET
NPDES Permit:
NC0004308
ALCOA — Badin
Works
Document Type:
Permit Issuance
' -
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Instream Assessment
(67b)
Environmental Assessment (EA)
Permit
History
Document Date:
March 24, 1986
This document is printed on reuse paper - ignore a.ny
content on the re rerise Elide

0
8
a
c7
Facility Name:
Existing
Proposed O
Design Capacity (
Receiving Stream:
NPDES WASTE LOAD ALLOCATION
Ai
Engineer
Date Rec.
3/1/8G
Date 3
STU
...? 9G 42
Permit NO.: N - 0 0 0 (13 0 g Pipe No.: 0 0 a County: SA /y
jdo bo:/er b/ojIawn q. 51 r--01 40alfe r' /
MGD) : 0 • 23at, Industri (% o Flow) : Domestic (% of Flow) : p
LAigt
gad R, ver Class: (,,S-iit B Sub -Basin: 030-7 0 g
Reference USGS Quad: F is N E (Please attach) Requestor: 14sa Cr eQ. C,.4
Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
/toRo
Design Temp.:
7Q10 (cfs)
Location of D.O.
Velocity (fps):
Drainage Area (mi2).
Winter 7Q10 (cfs)
minimum (miles below outfall):
Kl (base e, per day):
Avg. Streamflow (cfs):
30Q2 (cfs)
Slope (fpm)
K2 (base e. per day):
Effluent
Characteristics
Monthly
Average
Comments
C u l`K.`Ve.
Z50
(1
Se -tit&& 7.,‘,D 4
10'1
'PAZ ,
,
-forks ki vT 4442. cStenl
►vI
t
zj j -, Pao 25 NTV
Comments:
t Effluent v
Characteristics
:"onthly
i'.verage
Comments
-E4k/P TuAe :
),,, L0
<< IAA cause,
4k ma.:441 (moo
l vrS +4
ahge 4-0 e w
2,g C 4 ,c.
b4,4(41 rtwv.)
a,.4
.,.�. va c ,
l_ii ‘i.e- \`i ie G
';.7
('
,
Reviewed By:
Date:
-8Y

r.�
4
3
For Appropriate . Dischargers, List Complete Guideline Limitations Below
• Effluent
Characteristics
Monthly
Average
• Maximum Daily
Average
Cbmments
,
_(saQck1)
.
.
_
'Ripe of Product Produced
Lbs/Day Produced
Effluent Guideline Reference

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requester
Date of Request
Quad
Request No. : 2964
WASTELOAD ALLOCATION APPROVAL FORM
ALCOA--002
BOILER BLOWDOWN & STORMWATER
EXISTING
YADKIN RIVER
WS3-B
030708
STANLEY /// Drainage Area (sq mi)
MOORESVILLE 7Q10 (cfs)
LISA CREECH Winter 7Q10 (cfs)
3/4/86 30Q2 (cfs)
F18NE Average Flow (cfs)
Wasteflow (mgd)
SULFATES (MG/L)
pH SU)
SETT. SOLIDS (m1/1)
RECOMMENDED EFFLUENT LIMITS
0.232
250
6-9
0.1
COMMENTS
TEMPERATURE: DISCHARGE SHALL NOT CAUSE THE RECEIVING WATER'S TEMPERATURE
TO EXCEED 2.8C ABOVE BACKGROUND AND IN NO CASE CAUSE IT TO EXCEED 32C.
TURBIDITY: DISCHARGE SHALL NOT CAUSE THE TURBIDTY OF THE RECEIVING WATERS
TO EXCEED 25 NTU.
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional SupervisorD
Permits & Engineering
Date
Date 3h2.7 ._
Date 3�.,� O _
Date

Engineer
Date Rec.
8
H
0
0
NPDES WASTE LOAD ALLOCATION
Facility Name: A ` C o o-
9s
Date 3 --ci'o �p
Existing
Proposed 0 Permit No .: /14( C o O o 413 Og Pipe No.: 0 0 Cj County : S h Ifii !
LLI'
Design Capacity (MGD) : b • (O Industrial (% of Flow) : Domestic ( o Flow) : 0 ` ��
II (0.c�. I..c{ce'
Receiving Stream: �p, K.�n �/e.i Class: 1.4)s''744,p Sub -Basin: 03 0708
Reference USGS Quad: F 18 (Please attach) Requestor: Lest% Cr-e9-C-4 Regional Office ,4,Ro
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Tamp.: Drainage Area (mil) . Avg. Streamflow (cfs) :
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps) :
Kl (base e, per day):
Slope (fpm)
K2 (base e. oer day):
Effluent
Characteristics
Monthly
Average
Comments
C r.' toe
O. oo'5
v' t
5it,oride
1,%
t+t%t
ett-...,t,as
0.1
4 I
PA
G - 1
sv
C%l & Grearoe_
30 r!ol t
Ca ws6 2,;(4,14
11.,
faS ir-nfation
i
L__,,,,---.7-- epared
Comments:
0
L;w, C1L--42
-8Y
Effluent I
Characteristics
:!onthly
i _verage
Comments
T PEaaTvRAE :
1,sell t c
.5L4It i,.o-t- e4,,.rse-4
re c-ivt 1.4.>• 4cels 1
&..JJ e. Ao
2Xf U) 24.C ctiecrt.
loco- e-e r v a.) w�
IAA cam. ccu-At
t't eAccu. 32.' C..
TuiCflAb►T`f = 1)(4•4
,"5,9. SLtt no+
crMO- .4i4.. -ivrL„;,
-04 4 rtr r..0w.5 IA.
•161a vs 4n QticV
.S NT V
Reviewed By:
Date: 3 dV/S;Co

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

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
ALCOA--009
STORMWATER
EXISTING
YADKINIRIVER
WS3-B
030708
STANLEY /1-
MOORESVILLE
LISA CREECH
3/4/86
F18NE «
Wasteflow (mgd)
CYANIDE (mg/1)
FLUORIDE (mg/1)
SETT. SOLIDS (m1/1)
pH (SU)
Request No. : 2965
Drainage Area (sq mi) .
7Q10 (cfs)
Winter 7Q10 (cfs)
30Q2 (cfs)
Average Flow (cfs)
RECOMMENDED EFFLUENT LIMITS
0.101
0.005
1.8
0.1
6-9
COMMENTS
TEMPERATURE: DISCHARGE SHALL NOT CAUSE THE RECEIVING WATER'S TEMPERATURE
TO EXCEED 2.8C ABOVE BACKGROUND AND IN NO CASE CAUSE IT TO EXCEED 32C.
TURBIDITY: DISCHARGE SHALL NOT CAUSE THE TURBIDTY OF THE RECEIVING WATERS
TO EXCEED 25 NTU.
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor'
Permits & Engineering
Date
Date 3 l 2--/57n
Date "ffl
Date Y42/ .

Date Rec.
8
H
w
0
C7
a
Facility Name: Il L. C ��
Existing a
Proposed 0
NPDES WASTE LOAD ALLOCATION
Permit No.: /JCo004f30e
Engineer
l0134/85
zit?
Date /D/205
Pipe No.: 00 3 County: sriliJa
Design Capacity (MGD) : _0 f)7[p Industrial (% of Flow) : (iO 2 Domestic (% of Flow) :
Receiving Stream: mu_ Pn,..J174,J CAA-EK
Class: C Sub -Basin: 0 3 - 6 2-08'
Reference USGS Quad: FredE (Please attach) Requestor: QJEft e_4314 Regional Office l7R6
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design imp.:
7Q10 (cfs) 0 .3
Drainage Area (mi2): /
Avg. Streamflow (cfs) : 6.0
Winter 7Q10 (cfs) 0 • S 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) :
Velocity (fps): 0 . 117
o.
Slope (fpm) 3 3. 3
K1 (base e, per day) : 0 + `f r K2 (base e. Der day) : j;". S e)
Effluent
Characteristics
Monthly
Average
Comments
1601 Cr.+ )
19 lid
Do Qv mk►+ '
S ••» G
w •" , ems
'Ioso /6s/-t4
us-
AA
f1 voNde_. _
4,0 4 Ii75 ,0
1
Original 1Dation
Rdvis lc�
f i on
Prepared By:
ents:
0
0
0
4-8Y
Effluent
Characteristics
Monthly
i .verage/
Comments
Af 1 re��LfP�
d . /l a ili.F
(.l.0 ; 4C-i e4,
0 . it 0 el �S(
G1t)•+4;
2.s-A1ii 114
4.verit.
Dom;
VGn? 0( CA..) 0Lire.
1
e 40, 00 q' /4s1
Reviewed By:
Date: / hc0 /7‘v

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
.Ahlopeeje
QDmments
.,8eit°4.)P.1rent
D.od91 `g/d
4,rv/
A., f
(. 8 oo l `.8/oat
/. 7sss Lah,4Y
811-c'/
1 , 3
1�k-Ke,(
v. 34,w `ftLIA/
o.S// 7 -8441
619'r
11-1x..,.
z:sZi y 14/
.s c 9f 48/
oAT
f t. el 1cle. k
et. Gob `84k
3z. S f `'8%41
B A-1
-* oil Pen' 4- Sp« &es ;41. ;k3
-: ) G 7 `3�DAy
el- s"Y %
LJQ 54Jartl cidc is :4-.
oLO Pam- 6..` ,':
B46s
St ` AI
a `V.64/
r5S
Nsa -
(5 75 „
4 . ily 8PJ oL 6.4 kse Q
dg! f6rcake-
6.0 I.
zr.GY "
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
11e 1 !1'7kw2y..w1
706+ Q66
g2 (. Z3 C��

~
+
Reouest No, 2717
--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name
Type Of Waste
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Reouestor
Drainage Area (s
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
mi)
1 ALCOA
� DOMESTIC
� LITTLE MOUNTAIN CREEK
� C
� O3-O7-O8
1 STANLY
1 MOORESVILLE
| D. OVERCASH
� 6^1
� 0^3
� 0^5
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd) O~076 0^076.
Dissolved Oxyger (ma/1): 5
PH (SU) 6-9 6-9
Fecal Coliforc 1/100mlK 1008 100D
&Z ATTACHED SHEET FOR �
AgQYlUNkL LIMITS �
COMMENTS
ALCOA'S DISCHARGE INTERACTS WITH BAD]N WEST & BADIN
EAST; THEREFORE, ALL 3 DISCHARGERS WERE ASSIGNED THE
SAME DOD LIMITS. NOTE THAT ALCOA'S ALLOCATION HAS
A DAILY LIMIT SET FOR BENZO(A)PYRENE/ A SUSPECTED,
CARCINOGEN,
FACILITY IS : PROPOSED ( EXISTING ( ~-) NEW ( )
LIMITS ARE : RE4ISION (^^) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
RECOMMENDED E
REVIEWED BY:
SUPERVISOR,
y :
TECH, SUPPORT
REGIONAL SUPERVISOR
PERMITS MAI
AGER
'
-DATE: AN
DATE ,- !/-47 /_�ra
��
�r.^_- .
�....
-DATE �-L

Reouest No^ �
Facility Name
Type Of Waste
RmceivinZ Stream
Stream Class
Sub basin
County
Regional Office
Reoues'or
Drainage Area (s
7010 (cfs)
Winter 7010 (cfs
3OQ2 (cfs)
i mi)
WASTELOAD ALLOCATION APPROVAL
ALCOA
INDUSTRIAL
LITTLE MOUNTAIN CREEK
C
03-07-O8
STANLY
MOORESVILLE
D. OVERCASH
6^1
O^3
0^5
-- RECOMMENDED EFFLUFNT LIMI�S
Wasteflow (mad) �
Dissolved Oxygen (mg/l):
PH (SU) �
Fecal Colifcrm /100ml):
SEE ATTACHED SHEET 4by-�A A_a-h 0v,j�� |^ ^~�5
--------------- 0------------------ COMMENTS
O,O76
5
6-9
O^O76
5
6-9
96
FORM
ALCOA'S DISCHARG INTERACTS WITH THE EAST & WEST BADIN
WWTPS; THUS THIS ALLOCATION WAS RUN WITH EQUAL LIMITS
FOR ALL THREE DISCHARGERS. NOTE THAT ALCOA'S ALLOCATION
HAS A DAILY LIMIT SET FOR BENZO(A)PYRENE WHICH IS A
SUSPECTED CARCIN]GEN^
---------------- T-------------------------------------------------------
.�
FACILITY IS : PR]POSED ( ~'
EXISTING ( ) NEW ( )
LIMITS ARE 1 REVISION (A CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
,
RECOMMENDED
REVIEWED BY:
SUPERVISOR
TECH* SUPPORT
REGIONAL SPERVISOR
PERMITS MANAGER
-
'
-------DATE |
-----DATE �
...... DATE

OTHER EFFLUENT LIMITS
(Year Around Limits)
5 Day BOD : 19.0 lbs/day (Effluent Limited)
Total Suspended Solids : 1050.0 lbs/day (BPT Limited)
Fluoride 4.04 lbs/day (WQ Limited)
Nickel : 0.112 lbs/day (WQ Limited)
Antimony 0.8001 lbs/day (BAT Limited)
Aluminum : 2.5214 lbs/day (BAT Limited)
Benzo(a)pyrene : 0.0091 lbs/day (BAT Limited)
Note : All limits are set as monthly averages except for Benzo(a)pyrene
which is set as a maximum daily limit.

ETELr. LLOr..ATION AFPROYAL FORh
{jr V • Ile 440111,
2305. 8adA14.
.77 17 AI
Of Wast
Sm
3RETER SAP IN WATER & SEWER L'ISTS:11.
LITTLE MOUNTAIN CREEk
ILLE
L.')ERCASH
Sthift Ai t set (...),zkey,
A r
, r
__ - - 10,-!--7Nr.ED EFFLUENT I'FLUFNT Ti-liT2-
&dm W. &d in 4 4(coA.
. .
•
. ,.....,13 - 0.58 0,076 0,13 ),3
1:CO cms:./1) ,
, 30 30 ao 1.0. 30
ii......:_d
.• 1,',:::;:*-,. : .-.'.-9 6-9 6-9 6-9 A: -9 6-'.''
1 :-..;...dif.--f--ai (/100iT1): 1;-'200 1000 1.000 1. 0 .....: 0 1000
•• .: .'..:, -. i 1 ..) 1 .3 0 3.:.) 30 10 3c) 3':'..
.....................______ _........__ rr,mhEN7s ......................___________
/
(
c:::ATI0N or
./.46.1hr
/ rg

(1UeSf 16&41.4 #'a?S 07
our = 0013,111.0 ,2r0
.r k-
•z.
1 /7
Q t t1 cc St
a ,. West
a(co�
ga.a-f' & ,t..,.
0.
tT11t1O 1440 et.►w Celk /
S 7Q /O =
l c o ga-' 4.17Q 10 = 0
qy!' MbD (,9i4 = Q . Ct S
#oa. t 1o. a900 SS .f•{ro. z creak
71Qto = 0-3 AS y
L"7QIo = o.;ScESD�F = .? ,.+t;
QAz 6:oc-4S
*Oa.1z.34. 3ofr 8 S3_ kl
457Q to = O. 4 c{3
to no, o.? cfs f e. Dec
Tb/Atiptf—
�4✓s \ V ve r
To;I
ph II 141;
SS , �z..
334 =3o.S

4L0
s �eAtt�.
Read I Reac.L 2.
©• t 3 11,16•b
7q toa e• o.
79ioui e.0.
O.oa cfsx•
0• 4to c;s
M.
50.0 Cg;
O. 076 M dC
ZeA4-3
Rem t RecA•cl.
o•CoMs
0,17
O33 L.
' M;
o cfj.
33.3 C%;
TM•
O , a g 6slh,,;
tS
0-•l5 C/m;
1,75 c S %;
a. 3 'n .
O • off`
0.1 I c-Cy •
1.3o �w,;
30,� st-�jf�i

IC0 0-
� 41/ I I M i� ; I �S ff ��
V
3
2f, 3 4
Qr.
14 11•s�cw\

flUQP;Ck _ L11-
i)1/L (ec)
(cfs) = 0.a7C c-fs I.ss
,
r�cQe-
i
o • i 1 c-cs
.ce,M L co • 0 , 3 c-f-s)
0. 1l
(. r%1
vor; Co.le
N
Vt.
edS IS
Sow (.° .11 e c-CS t- cs . 3 ctS)
0,177
77. I
©. 177qV��.
= 9. o I bs�d
©01 = s

--� rah 41 av
/03r00,14_its-
-L.. 7 0 0) (TOO
j L
620 It('
fl coc�a [
3,o Its
J o los
o
v4 v-
X 76 )• r6-1—-A'
1000 -6-3—v - P
,c to
to)000 144„
= S' I //41_43
)ks,

4-e L t vvI its
ePA (3A-r)
13e44(yca.) ifee.0 0 91
041-1 471-•-• 0.gOol
alunvavol •.7.5:2P-1 It
1;(."- 04- 00 Z4-c
Yna.x, c4 010.11 1/Pit.
n
1 ...........
4; ve

•
1 MILE
2 rEET
:R
6?%'wQL
,c-/8t/w
i,'
•
•
•
w
'' .... G' rtSw.NN
• • IN.la$040-.YI•a••,CA. MVOWNv NiSIGN V,NC.,N,,, :,.:0 • 35°2210'
•78 •79"•"E 80°07'30'
ROAD CLASSIFICATION �S6
Light•duty road. hard or
improved surface
Primary highway,
hard surface
Secondary highway,
•
r.

ALUMIN
P. O. BOX
UM COMPANY OF AMERICA
576 BADIN, NORTH CAROLINA 28009
1985 September 23
Mr. Russel L. Talley, Jr.
N. C. Department of Natural Resources
and Community Development
512 North Salisbury Street
Raleigh, North Carolina 27611
OCT 24
444411 1385
ukrazfeeite
Re: Priority Pollutant Analyses - NC0004308
Dear Mr.
Talley:
AL C OA
From 1981 July 07 to 1981 July 10, the captioned survey was
conducted by personnel from the Environmental Control Laboratory
at our Alcoa Technical Center. Badin Works' Filter Plant
production and contact cooling water from Outfall 003, Lagoon,
was sampled according to the attached procedures. Aliquots
from the time/composite samples were analyzed for priority metals,
pesticides/PCB's, total organic carbon, base/neutral and acid
extractable organics and anions. The attached table reflects
the results of the analyses. Only values found above the detec-
tion limit of the method are reported.
If you have any questions, contact me at [phone].
Very truly yours,
. k .
H. E. ELLIS
Laboratory Supervisor
HEE:bdt
Attachments
cc: M. E.
C. A.
Kommer - Pittsburgh
Carter - Badin
OC1 1SB5
PERtAtIS& E1,IuINEERtNG
s

LOCATION MAP
From U.S. Geological Survey Map, 1957
Albemarle Quadrant 15 Minute Series 1:62,500
Aluminum Company of America
Badin, Stanly County, NC
85/9/12

ROU//o
>>01
WATER
ZO
ijAROW$
RESERvo/ie
P/CTER..
PGANT
82
POTABLE
WATER To
aIZEATE2
.3AD/A/ WATER
Atio SEweR
ois7. /CT
647
101?
ALOMb /UM
PLANT
36
SO/L E R. 232 Disc. 004,
HOUSE)
NORTH STORM 1p/ Disc, oo9
DRA/A/
L./NE /
STORM DRAM!
LINE 2
STORM! DRA/A/
r EVAPORATION,
OT-I/ER LO$5E5
25:5". Disc oat,.
79 DISC. 00 0.
Zb 0
LAC, 00A!
DOMESTIC SEWG 2
V To 4SW.SD
IJOTE
ALL AE OV DOTTED LIME
IS ALUM11.1UM CO. OF
AMERICA. ESELOW LINE IS
GREATER BAp N WATER
4 SEWER DISTRICT) AS
OF AUcaUST 1) 19-79
!76 DiSC. 003 ►
SCHEMATIC OF WATER FLOW
ALLi to w U M CO. OR A M ER I C A
BADIC. Z8OO9
AUGUST 2.91 I985
PAGE Z of 2
FLOW RATES IN THOUSAND GALLONS

YADK,/v R/VER
734-
VAOKiAI RIVER /800
YAokiiv RIVER
r
TUcKERTOwN
POWERHOUSE
r
It/ARkOWS
POWERHOUSE
701 99 FALLS
POWERHO�
POWERHouSE
734 D/sC. 006
Moo Disc. 007
799
D/SC. 008
Jo -
SCHEMATIC OF WATER pLow
ALUMINUM Co. Om. AMERtcA
BADIN) NBC. a8009
AUGUST 29 I985
PAGE i OP a
FLOW RATES IPJ -r►-tell icekim r-e, 1 AUG

FIE D PROCEDURES FOR COLLECTION OF PRIORITY POLLUTANT SAMPLES
I. COMPOSITE
SAMPLE SPECIFICATIONS
A. The maximum time interval between aliquot samples will be 30 minutes
(when tll
aking simple, time -based composite samples).
B. When taring flow -proportional composite samples, flow rate and discharge
characteris tics will determine the sampling interval (on a time or flow
basis) between aliquot' samples.
C. The minimum aliquot size will be 100 ml.
D. The minimum composite volume will be 2.5 gallons (9.5 liters).
II. AUTOMATIC SAMPLER SPECIFICATIONS
A. Use an automatic sampler which utilizes a vacuum pump system.
r be glass or teflon.
B. All wetted parts of the automatic sampler must
C.. Use a 2.5-3 gallon (9.5-11.5 liter) ,Mass compositing jug.
D. Maintain the sample at 4°C during the sampling period.
E. Use new, unused teflon tubing for the sampling line at each individual
outfall or sampling location.
•
III. AUTOMATIC SAMPLER CLEANING PROCEDURES
A. Scrub all parts of the sampling system (including composite sample bottles)
with hot detergent (non -phosphate) water, then rinse .thoroughly with tap water.
B. Rinse with 1:1 HNO3, then rinse thoroughly with distilled water or blank
water ( hat has been obtained from the analytical laboratory).
C. Rinse with inethya,.ene_ chloride (pesticide quality)._and _air dry at room
temperature in a contaminant -free area.
IV. AUTOMATIC
SAMPLER BLANK PREPARATION
A. Pump 2 iters of blank water through the sampling system and discard.
B. Pump 3- liters through the sampling systems and 'collect as a blank.
C. Prepare suitable aliquots for specific analyses (e.g., metals, PCBs,
chlorinated hydrocarbons).

V. SAMPLE I ' ENTIFICATION
A. Sampl:• labels shall contain the following information:
1) Sam le number
2) Dat- and hour of collection
3) Sam ling location
4) Pre-ervative used
5) Nam- of sample collector
6) Special remarks or instructions
. _. ".� .. .}��r�!.•:r.'.K_t_�•'1•'»v►.�.�Y�w�•.',.Z�.v�r��yr�rs [:,•:C.,-K.Y.+a: ::�. � : �.�i. {,..L_ . ,

PLANT :
PRIO
Badin
OUTFALL: Filte
RI 1 Y POLLUTANT SAMPLING 2ATA SHEET
Works
r Plant, Finished Water
DATE/TIi•:E SAMPLED: 81-07-07 (0950) - 81-07-09 (1020)
SAMPLED BY: A.
N. Liao, J. A. Lease
SA:•IPLING INTERyAL: Five Grab/Composited samples
TOTAL FLOW DURING SAMPLING PERIOD:
AVERAGE FLOW RATE DURING SAMPLING PERIOD:
RAINFALL DURING SAMPLING PERIOD: 0.00 inches
PRIMARY WASTEWATER SOURCES FEEDING OUTFALL:
River water that has been treated for use in the potable water system.
NOTES:
aI
e
L
•

PFIORITY POLLUTANT SAMPLING DATA SHEET
PLANT: Badin Works
OUTFALL: 003
DATE/TIME SAMPLED: 81-07-08 (1100) to 81-07-10 (0630)
SAMPLED BY: D. M. Coker - Grab Composites
Manning S-3000 Automatic Portable Sampler - Time Composites
SAMPLING IN ERVAL: Five samples during sampling period - Grab Composites
One sample .every 30 minutes - Time Composites
TOTAL FLOW URING SAMPLING PERIOD:
AVERAGE FLO; RATE DURING SAMPLING PERIOD: .137 MGD
RAINFALL DU ING SAMPLING PERIOD: 0.00 inches
PRIMARY WASTEWATER SOURCES FEEDING OUTFALL:
Lagoon discharge/source - Ingot Plant,•contact cooling water and some
cooling tower blowdown.
NOTES: On 19
clean
81-07-09, Pot Liner Wash -water and 1500 gallons of caustic
ing solution were added to the lagoon.

ALCOA RESEARCH LABORATORIES
ANALYTICAL CHEMISTRY DIVISION
MATERIAL S Water ► ASSIGNED TO Guthrie (31) (32) J. O. 81--071312
w
SOURCE ECL ► DATE SUBMITTED 81-07-14 S.O. 65P04008
REPORT TO D ▪ Coker DATE REPORTED NO. SPLE. 15
Lease, L. Blayden, A.S. Liao
BADI PRIORITY POLLUTANT SURVEY
_Sub tt • : 15 Water Saaplee Determine:
kilt "'" P ant $101�. .� -- �' BHA
Outfall 003 .1036 • •
Outfall 009 #1046
Filter Plant .1027
Outfall 003 11037
Outfall 009 41047
Filter Plant 11032, 1034, 1035 Volatile Organics
Outfall 003 41043, 1044, 1045 • •
Outfall 009 a1053, 1054, 1055 • •
C.
rs
a
PCB3' s/Pesticides
e w
•
tcri
•
r!9 -ire,
5. Ala
PC s (PP
N 4 •
1037
N, D
•
N.D.
/047
0.6
JI
1
PASthoA rp
LAB. REF. a 53S' 139 - 14 0
ANALYZED BY /` ' �•"IJ2
�J.
/ 24
- �� APPROVED BY
rn
TFST CHFFT

COA RESEARCH LABORATORIES
ANALYTICAL CHEMISTRY DIVISION
MATE k1At
SOURCE
REPORT TO D.N. Coker DATE REPORTED
s J. LeaBe, ,.$1 A. fit. Liao
S " Water ASSIGNED TO Predebon(10) ,, o. a1-071313
ECL DATE SUBMITTED 81- 07-14 S. o. 65P04008
RE: ,BADIN ' RIORITY POLLUTANT SURVEY
Sukni7 Water Samples Determine:
Filter Plant 11028
Outfall 003 41038
Outfall 009 #1048
Filter Plant #1030
Outfall 003 #1040 ------"-
Outfall 009 11050
Raw H2O (Potable) .1061
NO. SPLE.
Priority Metals
r
fig
w
a
•
7
..�.:� 24 961
.- +fit t; t.-ii
= - „...,.
--.0 H U -�
/1'14.
As
S b
. B
CA
CA
C v
PA
il,*
£2
7..,
1;`=
r ' ' "/ ,'
Dias
1, 05
Liss
2.0/
d 4 5
4 S O5
L i:/5
.4or
r /0/
L, ,;
,
I..%,
�'1033_1
I
I
* /PrX
YL
Lii'
ii
P
d/
TA
/AR
Los'
.
k /63k
1
.
.
1
46;0
/0Jo
' 1
d oo to
j
IQSG ,
41
_
- io(l
4 r
LAB. REF.
•CaM 00112 RlV Ens
#3S
6S- isG
ANALYZED BY / y .}1y.4
TEST SHEET
APPROVED BY

RESEARCH LABORATORIES
ANALYTICAL CHEMISTRY DIVISION
1A7ta.AL S Water
DUKE ECL
EPORT TO D.M. Coker
cc: J. Lease,
P : $MDIH rRIORITY
ASSIGNED TO Ryba
DATE SUBMITTED 81-07-14
DATE REPORTED
L. 81 ayden, A.N.
POLLUTANT
(20) Roraung (20) ).0.
81-071314
65P04008
SPLE 6
S.O.
NO.
Liae
SURVEY
Submitted: 6
Water Samples Determine:
Filter Plant
Outfall 003 11039
Outfall 009 *1049
. Filter Plant
Outfall 003 ;1041
Outfall 009 i1052
€1029
t1031
d
Cir
• Total
--
-'
. TOC
--- . ` "
"
;>'c m
-
-
SAMPLE
AJo.
_
;r d. a .
_.._
..
1717E4 Pi.
fJT .3l
/
1
Ou7FAQ ct
3 / V !
&
•
O
-AL4 .tea
/O 2..
.�
f
LAB. REF.
l93/d -/7
ANALYZED BY 7 •
1. 4
APPROVED BY 3\
nit.. Cc:
FORM 0087 REv. /75
TEST SHEET

ALCOA RESEARCH LABORATORIES
ANALYTICAL CHEMISTRY DIVISION
MATiRIAL
OUR�E
S Water
ECL
:;PORT TO p.m. Co
cc: J.
Submit
ASSIGNED TO
DATE SUBMITTED
r DATE REPORTED
Ryba (20) Hornung (20) J.o. 81-071314
81-07-14 5.0. 65P04008
e, L. Blayden, A.M. Liae
NO. SPLE.
6
rRIORITY POLLUTANT SURVEY
6 Water Saaaplea Determine:
Filter Plant #1029
Outfall 003 #1039 • — •
•
Outfall 009 #1049
Filter Plant ! #1031
Outfall 003 #1041 •
Outfall 009 #1052
Total CN-
•
SI
E6 c
5,, tJo,
T
(xi C iti
•
.
/09.9
*
.
.45act,maiL
1
.
1039
IOCAviDIL
'
i 641 '
.IL
1
f
1
•
•
`
i
!
LAB. REF. a55J4' -7a,13
FA/Y mR] /Fir 3l7S
ANALYZED BY pi • m • 5 n Gv3
TEST SHEET
• ,1
c‘111)/7
APPROVED BY

•
.
1. • •
2.
-
Acid
t'!'o \us;/ a,)
l
4 6- t r. ch loroph1eno
�
p-chloro-m-cresol
3.
2-chlorophenol
4.
5.
2,4-dichlorophenol
2,4-dimethylphenol
5. 2-nitro henol
7._4-nitrophenol
8.
2,4-dinitrophenol
9.
4,6-dinitr-o-cresol
i.0.
pentachlorophenol,
il.
phenol
12.
Base -Neutral
Acenaphthene
13.
Benzidine
14.
1,2,4-trichloro benzene
15.
Hexachlorobenzene
.
16.
Hexachloroethane
17.
bis (chloromethyl)ether
18.
bis(2-chloroethyl)ether
19.
2-chloronaphathalene
20.
1s2-dichlorobenzene
21.
1,3-dichlorobenzene
1,)
1 I _A4 �.1.., ,,,n1Nnn7cafQ
• + ,
23. 3,3-dichlorobenzidine
24. 2,4-dinitrotoluene
25. 2,6-dinitrotoluene
26. 1,2-diphenylhydrazine
27. Fluoranthene
28. 4-chlorophenyl phenyl ether
29.-4-bromeohcnyl phenyl ether
30. bis (2-chloroisopropy1)ether
31. bis(2-chloroeth 1)ether
32. hexachlorobutadiene
'entadiene
34. Isophorone
35. Naphthalene
36. Nitrobenzene
37. N-nitrosodit ethylamine
38. N-nitrosodiphenylamine
39.•N-nitrosodi-n-propylamine
40. Bis (2-ethylhexy- l)phthalate
1 Jr.
41. Butylbenzylphth:•ilate
42. Di-n-butylphthalate
43. Di-n-octylphlha1ate
44. Diethylphthalate
45. Dimethylphthalate
46. Benzo(a)anth racene
47. Ben o(a)p}rene
48. 3, 4-benzofluoranthene
49. Benzo(k)fluoranthene
50. Chrvsene
5... Acenaphthylene
52. Anthracene
53. Bcnzo (ghi) i erylene
54. Fluor. cne
55. Phcnathrene
56. Dibenzo(a,h)anthracene
Volatile Organics
60. Acrolein
61. Acrylonitrile
62. Benzene
63. Carbon Tetrachloride
64. Chlorobenzene
65. 1,2-dichloroethane
66. 1,1,1-trichloroethane
67. 1,1-dichloroethane
68. 1,1,2-trichloroethane
69. 1,1,2,2-tetrachloroethane
70. Chloroethane
71. 2-chloroethylvinyl ether
72. Chloroform
73. 1,1-dichloroethylene
74. Trans-1,2-dichloroethylene
75. 1,2-dichloropr0pane
76. 1,2-dichloropropylene
77. Ethylbenzene
78. Methylene chloride
79. Methyl chloride
80. Methyl bromide
81. Bromoform
82. Dichlorobromethane
83. Trichlorofluoromethane
84. Dichlorodifluoromethane
85. Chlorodibromomethane
86. Tetrachioroethylene
to33 tc34- to3r
O.Z
7.3
1.2
•
o. i , Gil o • [
•87. Toluene
•88. Trichloroethylene
89. Chloroethylene
Pesticides/PCB's
90. Aldrin
91. Dieldrin
92. Chlordane
93. 4,4'-DDT
94. 4,4'-DDE •
95. 4,4'-DDD
96. a-endosulf an-air::-ta
97. b-endosulfan-beta
98. Endosulfan sulfate
99. Endrin
100. Endrin aldehyde
101. Heptachlor
102. Heptachlor epoxide
103. a-BHC-alpha
104. b-BHC-b^ta
105. r-BHC-gamma
106. g-BHC-delta
107. PCB-1242
108. PCD-1254
109. PCB-1221
110. PCB-1232
3.11. PCB-1248
112. PCB-1260
113. PCB-1016
114. Toxaphene
57. Indcno(1,2,3-cd)pyrene
58. Pyrene
59. 2,3,7,E-tctrachlorodibenzo-p-dioxin