NC0034860_Wasteload Allocation_19880627

I
PERMIT NO.: NCOO
FACILITY NAME:
Facility Status: EXLS11NG PROPOSED
(circle one) --
Permit Status: RENEWAL MODIF7CAMON
(circle one)
Major Minor
Pipe No:
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
RECEIVING STREAM: 01u d
Class-.
Sub -Basin:
Reference USGS Quad:
County:
NPDES WASTE LOAD ALLOCATION
UNPERMrITED NEW
(please attach)
Regional Office: As Fa Ma Re Wa Wi WS
(circle one)
Requested By:
Date:
Prepared By: �' O'L'`L Date: U121 �
(�
Reviewed By: Date:
Modeler
Date Rec.
#
�s97
Drainage Area (mil) �7 Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) L 30Q2 (cfs) O
Toxicity Limits: IWC ` % (circle one) Acute / iChronic
Instream Monitoring:
Parameters '(r701'Mh4"e C12 i-11 IL76)
Upstream Location, ),nt u115honm i)/ ni4o2 1
Downstream Location .SR 1313
sec.: 3 hnx5 /,�xep in 5U/h)7er 0jr1 1 hine / aXer- 6i ro,tt�ei
Effluent
Characteristics
lh� Ar
ory 5e
BODE (mg/0
?p,y : 230 kid Imo)
291 ;P I ; U4. 1IY01 ,
(&7—)
u51bld (BPr)
D.O. (mg/1)
n r-) (r00)
—
TSS ��a;ldi
2f Wr)
_i5 ud
F. Col. (/100ml)
hi'
Comments: f1C h~" L Zmr 22d mmon r
S'e' at oe)aed si,ee Fn� a k� a 4�, -
i

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
r
Effluent Characteristics Monthly DailyAverage Maximum Comments
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

Request: No. .,:;.577
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County.
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BOD
COD
Dissolved Oxygen
TSS
pH
--- WASTELOAD ALLOCATION APPROVAL FORM
: NC0034860
: SCHNEIDER MILLS
99% INDUSTRIAL.
EXISTING
MUDDY FORK CREEK
C
030632
ALEX?EIi
MRO
LULA HARRIS
3/30/88
D14NW
1% DOMESTIC
Drainage Area
Average Flow
Summer 7Q10
Winter 7010
3002
------- RECOMMENDED EFFLUENT LIMITS
mo, OYQ mo.av
(mgd) :
.7SO
( 1 b / d) .
230 35.4 mg1) tgPT)
( lb/d) :
685 :epr)
(mg/1).
5.0LOQ)
( 1 b / d) :
125 (6P7)
(SU) :
6--9 lWQ)
MONITORING
-------- ----- ---
R Q DEPT. OF
RESO"CES AAN DEG
C0A WUN1Xy')ZVI „©PAlLyr
JUN n 3 1988
aHsmrt eF er,�r�a��ra �,+.t�atrp�
(sq m li)C,E C:LIGh'A1 GFFlCE -
(cfs) : 9.0
(cfs) : 1.5
(cfs) : 2.8
(cfs) : 4.0
Syma:;
0 m
mar
291 #/dc44.7
mg)) ((00)
106`-5 #/d
(6Pr)
275 #/d
(6Pr)
6-9 i 0Q)
Upstream (Y/N)- Y Location: JUST UPSTREAM OF OUTFALL
Downstream (Y/N): Y Location: SR 1313
------------------------ -- COMMENTS -- ------ _ _--------- -- _
RECJWEND MONITORING FOR ZINC AND AMMONIA. RECOMMEND INSTREAM MONITORING FOR
DO. MPERATURE, AND CONDUCTIVITY. MONI'T'ORING SHOULD BE.14, IN SUMMER AND
1N WINTER. (mt&--) Co
*SEE ATTACHED SHEET FOR TOXICITY.
Reviewed by:
Recommended by 1(U�X.�-_ a ••. f
-------
,-;> L
Tech. Support Supervisor
Regional Supervisor
Permits ° Engineering
Date ----
613(ga
Date
Date
Date
RETURN TO TECHNICAL SERVICES BY JUL 12 1988

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 8, 1988
MEMORANDUM
TO: Schneider Mills File
FROM: Ruth Clark
SUBJECT: June, 1988 WLA Analysis
A Level B analysis was completed to determine the permit
limits for Schneider Mills. The BOD.s, COD, and TSS limits were
obtained from 40 CFR, Part 410, Subpart C, Water Jet Weaving.
This reference indicated the following BPT limits:
Parameter
Mo. Ave.
Mo. Ave.
Dly. Max.
Dly. Max.
lb/d
mR/l
lb/d
mg/1
BODS
230
35.4
445
68.4
COD
685
105.3
1065
163.7
TSS
125
19.2
275
42.3
It was assumed that the CBOD:BOD5 ratio was 3:1 since 99% of
the effluent is industrial. The first model developed extended
from Schneider Mills to the confluence of Muddy Fork Creek and the
Lower Little River. By fixing BODS at 106.2 mg/1 (35.4 * 3) and
DO at 5 mg/l, it was determined that NBOD could reach 60 mg/l
without violating the stream standard. The model results also
indicated that the stream had not returned to background condi-
tions at the Lower Little River. Therefore, further models were
developed to determine if Schneider Mills interacted with Carolina
Glove or the Town of Taylorsville WWTP. The analyses indicated
that no interaction occurred, so the original one reach model was
used for the remainder of the analysis.
The model predicted the DO sag to occ
mile downstream of the outfall. The curre
16) is upstream of the sag. Therefore, t
site was moved to SR 1313� The compliance
cated that some NH,-N is in the effluent.
monitoring data (<l mg/1) are considerabl
able monthly average (60 mg/1 NBOD = 13.3
limit was given. However, to
was recommended for NH3-N.
h
y
ur approximately 1.0
nt monitoring site (NC
e downstream monitoring
monitoring data indi-
Since current effluent
lower than the allow-
mg/1 NH3-N), no effluent
assure stream quality, monitoring
The model was then rerun using the daily maximum BPT limits.
The analysis indicated that a limit of 291 lb/d BOD,S should be
imposed in order to maintain the DO stream standard.

Finally, a whole -effluent toxicity testing requirement was
determined based upon the instream waste concentration (IWC =
45%). According to unit procedures, a chronic quarterly Ceriod-
aphnia test was recommended for toxicity. Results of an effluent
analysis by Environmental Testing Inc. showed that zinc was pre-
sent at a concentration of 97 ug/l. A mass balance indicated that
97.1 ug/1 of zinc could be in the effluent before reaching the
stream action level. Therefore, monitoring for zinc was recom-
mended.

Facility N nerd ,.
arr�e Permit 1# 1\1r,003�RCeC�
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge.shall _at no.Ume exhibit.chroiWc toxicity using test procedures outlined in:
l.) -T North Carolina chronic -effluent bioassa
Bioassay Procedure . Revised *Fe • I987 Y Procedure (North Carolina Chronic
bnliuY ) or subsequent versions.
STD conoentradon at which there maybe no observable inhibition of reproduction or
11 ifdocument).t motY 't ` `Xo (defined as treatment two � the North Carolina procedure
The porn it holder shall perform
compliance mbrutoring using this procedure to establish
ompliancwith the
issuance ethis permit condition. 'Tire first test will be performed after thirty &zys from
Pit &wing the mn4s of - rA r . Effluent
samPfing for this testing shall be perfomxd at the NPD8S permitted final effluent discharge below
all treatment processes. .. g
All toxicity testing results required as Put of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which:it was performed, using the parameter
code UP3B. Additionally, DEM Form AT 1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. -Box 27687 - .
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all su
pporting cherrucal/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 to em measured and reported if chlorine is employed for
disinfection of the waste strram. p y
Should any, test.data from this monitoring uuement or tests fie of Environmental � performed by the North Carolina
Management indicate potential impacts to the receiving stream,, this
- Pit may -bert-opened and modifrod•toincludc alternate monitoring uiremcnts or limits.
NOTE:. Fail • —_ _ "Dq
the to achieve test conditions as specified in the cited document, such as minimum
vtnIl
and Organism' survival and
• appropnet�.etuvir�onmental controls, shall constitute an invalid test
m9� �te rt y initial. inonitorin event).
suitable test results will consti � agf ��� •� sty _ g cnt). Failure to submit
_ perrrn condition.
7QI6. cfs
P��mtted Flow•Q-: • MGD Reoomrr,crt
mv
• . Bashi 1$ Sufi=bitin z
R°ccrvutg Scrum ._L'1utcColanty
r �nr� C,✓eP t' cc, Cc
"Chronic 'Toxicity (Ceriodaphnia)_p/Fat �o
an n
See 1 arY s�. Condition C3
__ — -- •.. - .. - .-.:_ �{sue-.. • . - - .' •-- : -- •-- - - — .

ai lne&f WW.�
3?-
Corve,&ori of AICL., tL- unj
10,3 Ilk
)q,2,75i
L4
30 A deksic,-Y) Plo- o
q1V c irGEL3- I- e006&!hvb6>-
L
'4
03.7 /Ynll
jj) = x/,c , �
An, 5,Y)Ctt Z,/X q
Q3L-%S Zone
Zlo(,�p 12 A�311 �IOLO L(�J- /5CF')
00cwA 5, L o?. 7( crS
1,5) 2 f CO) (-2. -)1 ) (OC)
Qj - 7� 0 (/. --I D) = 1, 21 -�
yW,cv- 50rylc- LOC,:,k ill
jcff&,,C
wfyk �-i �P-
C,/
U114C
Ott A y 3 10/c
"OD
4ace7 G0/ll Heuer
n,C,
I
I (A) I
2ql b

Scl%�nei plC,,r Mt L i5,r)e
O�0:�3a
�T0—)
C
, k/,5 = 0 /o
GC o a-V(* /W . -� �5/1 = 3s, q 1 &D, = 2,30 lI

INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger:- fSr_hnejdpo, MIJ/S Permit Number: NC00 1f $c C)
z:.
stream Name: trLCHu_ vL (✓eezk,, Sub -basin: 03 - Og-3z,
Upstream Location:
200f�, uj2SlvPrm
01HC1m Downstream
Location: / Al
Month/Year
Upstream
Downstream
TEMP
D.O. BOD5
COND. TEMP
D.O. BOD5 COND.
DEC-87
NOV-87
i0
4_g
OCT-87
SEP-87
AUG-87
JUL-87
g.l
920
JUN- 8 7
_�
t ci
g. 3
g.
MAY-87
Its
9,u
_U
9.0
APR-87
t0
to,(
MAR-87
Cl
10.3
!D -3-
FEB-87
$
II.z
_
II.O
JAN-87
3
I1(�
:.
11,E
DEC- 8 6
to, 9
NOV-86
OCT-86
SEP-86
AUG-86
JUL-86
JUN-86
MAY-86
APR-86
MAR-86
FEB-86
_
JAN-86
DEC-85
NOV-85
OCT-85
SEP-85
AUG-85
JUL-85
JUN-85
MAY-85
APR-85
MAR-85
FEB-85
JAN-85
geb. - 88
Cc
t 1.e�..
—7
t W
,,0.n. -88
3
la. 1
44
10.0

Sc,hoelder ( dl� NAC
(Y)Ldio FaKOk.
i
i
muddy Fto CK..
I
=E o OA=90
3002 =4.0 l�lHfri
-
-
ic '
.S7"40 = Z Wl(,1,O= 3.'I... -- - - — — —
e 45,5D QA -.
�I
eccY� 1 Sclwe,der nl,(Is t� rncLb, OF inL,,coq hA, GeeK - ___ le J_h I,� rn

_ &-r v,der mA ut
IF4c
rnccoo Fry+c ce.
- 03D?3z
nP( it iris tfbje
SIopC (ff{mi)
i)?Dlo
'OA q.o
C30 D a
O
-
�unof�---SyQiQ • 5.
w`tc�o •
QA 2 • i�
�t7
-
Cuvenl t.�,t7 :30
�i�Cttp=`��

I
Y II
It
• �I:C 1CI L Q� (7A
CI3
Oaivaou3oo
�eld (aA)=
R.G�1C.mZ%
115 m;z
-
Zcfs
cc
L field (S10Io)
.z
3.7 CA
CCS
-
- -
FeldlL OO,D)=
9_96K(m:1`
-
w, . Igo
C Z 12Z6y2CO
�leld (OA)-
n,a
(y,GAlrro_
cis x
`lit (3-po) =
u.4 1-
ILL m,
c� eldlW-?( o)
,;_,.q4 _
• 30 _ 7m
_.__ _ Ayc.-
�zid CQFlI = 1, I
k'nDic)
f ma Q 1
I( 12, 2)
S14to k
2 ( 1z2) = 2.q
fu-)Uto
t
J�
i. `

Schneider Wills
m
dis l
a�cG T
.. -- - ... -^ � •i: - � •. �, M +•�� +ram+w•H'^ToM+i'4:•MItiC�!'�_:�Vl�►�.T�.+`�C.�YX:�.7P iT•.S:�eyT��'al.-�7C�s�:"'�^!a?n'_: �;1?. .14:•'-':,: 1srS.Y.s4.: Ys!'er.� +v+..�.n�-f�Y�•.,T!r!T�y �a.w��«

SUMMER
. SUMMER MODEL �/�
` SAVED AS, 8[��NEIDR ON LBD�T4�
---~~----- MODEL 'RESULTS -------�-+
Discharger ' x SCHNEIDER MILLS, INC.
Receiving Gtream : MUDDY FQRK CREEK
The End D.O. is 5.26 mg/l.
The End CBODis 32.59mg/l.
The End NOCD is 17.67 mg/l.
`
Segment 1
Reach 1
WLA WLA ' WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) M1lepo1nt Reach # <mg/l) (mg/l) (mg/1) � (mg(j)
(5.07
106.20 60.00 5.00 0.78000

T� i .t� �� z- n WSC!-tt`�IE (T� F: !'°! S L�_5 INC. t_�t,t: ; i i-i e 030832
l-:;e..c i vi.-ri7 Stream n MUDDY FORK' CREEK S,t t—'Cs1-11 t;`.3.ass
:�7t»iiYtl fc r" C! 1 ,. i !�� i»i l":;W*'s- :7Q I C) ;: 2 „ 8
!LENGTH! SLOPE! VELOCITY ! DEPTH! Kd ! Kd ! Ka ! Ka ! KH ! KN ! KNR ! KNR !
mile ! ft/mi fps ! ft design! @20¢ !design! &20* !design! 8241 !design! &244 !
------------------------------------------------------------------------------------------------------
J
i 1 1 ) i )
Segment 1 ', 1.701 12.501 0.261 ! 0.90 ! 0.35 ! 0.28 ! 6.54 ! 5.871) 0.44 ! 0.30 ! 0.44 ! 0.00 !
Reach 1 1 1 ! ! ! 1 1 1
1 I
,1 J , 1 , 1 1 i J J J
-----------------------------------------------------------------------------------------------------
!
!" 1. 4:! !�`3
! (...I::{ 31)
1,!'••11130I.) I.D
„ O .r !
!
a-f's
! ir,g / 1.
! i ig 1° I 1
rog 1 i !
SeC]f�jnei it I ire i I{»
' !
Waste
qct
1 . f�-0
i 1 C }6 u 2�»}; }
i 6-- u �}�_}0 }
n 0t)0
}
HC ad``tr'1} lS�L 1»� �..3• )
rf�
I n 5�}0
1 1.». n �»}tf»}tf_}
1 1 n 0t»i0 1
t5
a t?..t}.r..}.0
},
"r T• i L, i_� t o y 1
r..� u 0 �) C.}
1 2 u r::} S„} 5..}
} 1 o 000 1
�'I7
11 r. r_1• 4 0
,i.�j,�
* leiu i ici i•} i
0 u54» 0
1 f...J N
1 a `}{.. 0 I
ri n�}.
* Ru;10 1"-f .f 1 c:; -J i S i : ; E fS l 1-1i i 1 e-

^
| Seg #
| Reach
Geg Ili (
D.O. |
CBOD
1
1
0.00
6.85
48.50
1
1
0.10
6.03
47.27
1
1
0.20
5.77
46.09
1
1
0.30
5.56
44.95
1
1
0.40
5.41
43.86
1
1
0.50
5.29
42.80
1
1
0.60
5.20
41.78
1
1
0.70
5.14
40.79
1
1
0.80
5.10
39.84
1
1
0.90
5.08
38.93
1
1
1.00
5.07
38.04
1
1
1.10
5.08
37.18
1
1
1.20
5.09
36.35
1
1
1.30
5.12
35.55
1
1
1.40
5.15
34.78
1
1
1.50
5.18
34.02
1
1
1.60
5.22
33.30
1
1
1.70
5.26
32.59
� Seg #
I Reach #
| Seg Mi. �
D.O. |
("DOD
8UMMER
SUMMER
MODEL
SAVED
AS SCHNEIDR ON LBDATA�
| NBOD |
Flow |
27^33
2.71
26.58
2.76
25.85
2.81
25.16
2.86
24.49
2.91
28.84
2.96
23.22
3.01
22.63
3.06
22.05
3.11
21.49
3"16
20.96
3.21
20.44
8.26
19.94
8.31
19.45
3.86
18.98
3.41
18.53
3.46 .
18.09
8.51 _
17.67
3.56
| NBOD 1
Flow |

24C.
CIS .C9 -32
mdehi Fo, C CK
Zjerm,ne_ IE_cl,lv:hun C,, _ :,__ 1A.4te.- _i,a Fr uCcte_ _ t'U Jc2l _C&-)o- _.
NfD0 fD ' r'd ccl,�ru
S7Qjc
1..77g1C)
gCFs(2_m i () 4 3, 54 C CS )
X = lo,'7 „ /.i Not Docle-5Y00(r/
r��>7
(17.u?tYj/I)(3.5t4cl,
X` 61 '7 irjik hrrkfbof-d
ItsCL 0
xI
LLi �ts,LYLe rl�l f 1
;LCf 1
NdKC`� r Cl
v
tZludcpcd _►era frxto € __cLu reitf& i to rtx rxl _. orrl bw;;
�.� time rex#-cd- . QuohAa Owe Ncl fleacb.) otz6c�6/rL

de r 6ah ne (
rovdic)
03oVaz
Wc-dieed -T(lixkf 1aUt
12
2-A
CA
Q010
C800
U,
OA
*Iq,e t-70
q
ILL
50
2
`,-'O'toF CC-LIC.
GA
2,q
czh. ILO
;�<c

iYlodt�'� t'Y� -� ��E�y m,r�. �� �c,K ►t�u�f
5,
clw& hC,)5 Cd.cra-i
v INX2i
J)4 = 45-5 CA : to
S7C�10 = Q W joto -1(t
Z : ZL W {
Do, yD03150
IDA , Sr .ao QA ,t4 01?
3uC2�. 4,0 (41TS
02-04 20430a
IA - q.99
� AIS1Q�o
C
Muddl YvrecK..
Schneidcv- tilt 05
DA) - "M
QA ,11.5
w-iaio=3.'7
VAC
,►,r�r� Caluv2 CO, DA (�3►�
XMU?z 30, cc L-
FOV[')It'
&vie;des- M;I6- EO i'� 6n i4 rev . K C�, � - '
denh o,'V m�' slope7 i11Y�;

|
|
Seg # |
`
Reach # |
Geg Mi |
D.O. (
CBOD
1
1
0.00
6.35
48.50
1
1
O.10
6.03
47.27
1
1
0.20
5.77
46.09
1
1
0.30
5.56
44.95
1
1
0.40
5.41
43.86
1
1
0.50
5.29
42.80
1
1
0.60
5.20
41.78
1
1
0.70
5.14
40.79
1
1
0.80
5.10
39.84
1
1
0.90
5.08
38.93
1
1
1.00
5.07
38.04
1
1
1.10
5.08
37.18
1
1
1.20
5.09
36.35
1
1
1.30
5.12
35.55
1
1
1.40
5.15
34.78
1
1
1.50
5.18
34.02
1
1
1.60
5.22
33.30
1
1
1.70
5.26
32.59
1
2
1.70
6.82
10.67
1
2
1.80
6.82
10.57
1
2
1.90
6.81
10.47
1
2
2.00
6.81
10.38
1
2
2.10
6.80
10.29
1
2
2.20
6.80
10.19
1
2
2.30
6.80
10.10
1
2
2.40
6.80
10.01
1
2
2.50
6.80
9.92
1
2
2.60
6.81
9.83
1
2
2.70
6.81
9.74
1
2
2.80
6.81
9.66
1
2
2.90
6.82
9.57
1
2
3.00
6.82
9.49
1
2
8.10
6.83
9.40
1
2
3.20
6.83
9.82
1
2
3.30
6.84
9,24
1
2
3.40
6.84
9.16
1
2
3.50
6.85
9.08
1
2
3.60
6.86
9.00
1
2
3.70
6.87
B~92
1
2
3.80
6.87
8.84
1
2
3.90
6.88
8,77
1
2
4.00
6.89
8.69
l
2
4.10
6.90
8.62
SUMMER
SUMMER MODEL
SAVED AS SCHNEIDR ON LBDATA?
| NBOD | Flow |
27.33 2.71
26.58 2.76
25.85 2.81
25.16
2.86
24.49
2.91
23.84
2.96
23.22
3.01
22.63
3.06
22.05
3.11
21.49
8.16
20.96
3.21
20.44
3.26
19.94
3.81
19.45
3.36
18.98
3.41
18.53
3.46
18.09
3.51
17.67
3.56
5.72
12.56
5.66
12.62
5.59
12.68
5.53
12.74
5.46
12.80
5.40
12.86
5.34
12.92
5.28
12.98
5.22
13.04
5.16
13.10
5.10
13.16
5.04
13.22
4.99
13.28
4.93
13.34
4.87
13.40
4.82
13.46
4.77
13.52
4.71
13.58
4.66
13.64
4.61
13.70
4.56
13.76
4.51
13.82
4.46
18.88
4.41
13.94
4..36 14.00
| NBOD | Flow |

SUMMER
SUMMER MODEL
SAVED AS GCHNEIDR ON LBDATA?
---~---�-- MODEL RESULTS ----------
Discharger : SCHNEIDER MILLS, INC.
Receiving Stream x MUDDY FORK CREEK
The End D.O. is 6.90 mg/l.
The End CBOD is 8.62 mg/l.
The End NBOD is 4.36 mg/l.
Segment 1
Reach 1
Reach 2
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
------
Milepoint Reach # (mg/l)
-------~- ------- ----
(mg/1)
----
(mg/1)
--
(mgd)
----------
5.07
1.00 1
106.20
60.00
5.00
0.78000
0.00
0.00
0.00
0.00000

t
140DEL- SUMMARY DATA
Discharger : i-I I�# C .1. I) £*:1: c I`'I J: i_ L_ i i'�l G „ S 1..t tj b a S i s-! ( .) 3 0 8 ;:.�3 �'
I~ e c ew i }: i. ; ; g S t i- e arrs a MUDDY FO ,r-;.I• (-.R : EI.:, Stream Mass-. C;
Summer '% f ► 1r,� i _ }L(.. � y �..1 I/ . a 2.3
ILENGTH! SLOPE! VELOCITY 1 DEPTHI Kd 1 Kd I Ka 1 Ka 1 KN 1 KN I KNR 1 KNR 1
1 mile 1 fti ii fps 1 ft :design! 8801 ldesign1 3240 ldesigrll 3800 idesigrFi' 3801 1
-----------------------------------------------------------------------------------------------------
r
Segment 1 1 1.701 12.501 0.261 1 0.90 1 0.35 1 0.28 1 6.54 1 5.871 0.44 1 0.30 1 0.44 1'0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
------------------------------------------------------------------------------------------------------
1
Segment 11�� 1 2.44001f� 7.101 0.349 1 1.59 i 0.30 1 0.84 1 3.591 1 3.221 0.44 1 0.30 1 0.44 1 0.00 1
L Reach J I i ✓� i F 3 I 1 I } i i i t
------------'--------------------------------'---------------------------------------------------------
1 . r 1. C B 1•• D } 11. JE,10 L) I
Segment I Reach I
WCt9t e i .I. .209 : 1f•..)6 u 32,00 1 6t) a 0f-)0 1
1-1e a d w,A t Z:..1r I ,. 50() ! Fa P 000 1 J. P 0()C) 1
RU!!off 1 0 P 5 ")0 i f* P;-..F00 1 .1. P 000 i
's' lL.ln b I` "F 0 P f.)00 i
{./ .e 0. 1
f►'F g / 1 1
5 0r:ti:)
7.440
r „ f��+0
). C) 0 0 1 0 P 0 0. i_) #_} { 1
2 00 i 1 P001k.) 1 ' 1. 440
* F� Un r:r f f i. - i r"i r -f` 1.'rs) :i. 1 e

5chne"der m,lb
macdci Fwe cue.
= c3C&3z
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�5rr1CJt- bhN ela fa bad tM cvrx�r� .
�7 AM1- CIOU off". Far vV&L567)
1 r�m� � Gib' 2v. 0 (G:�1C'ned lrmr f - mLr7r �r"r cl cz - trd off: esnck
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WWoll, /YjC,,et1 /"i01c
00)
�1 put fibP� (L tgesu /fs pacco.

'Silludds-) i&X CK,
c ¢pills
a
IPACG
021 J4 20 2-750
DA- �t5.5 Q A = 50
0-1
01
0
= up
3ut�z = 22 1 M129)
Ozrq 26376o
Di = 8.v QA = q.0
1.5 IQ[ : 0.
, %,z =q, o C4(gs)
NC�
OV c! 2 o%y 350
!)A = 12.2
QA
4s���oz 3.1
tykdoIL) Fork C,K,
021 y 2o43oo
DA. q,9ci QA= 11.5
S`7010 _ z tololo t..3.7
.� t
2�. DAS3.1 . _ � �, wZQ.w 2U,j 57 Uri =
QA WA
-ao,re Co. �A =13.g (DA = -71. 4
t GC.rolt�lQ G 10.'8 Cr
1QIAJ=of,-)C.F,5
p,_
fvb
3.3
'DA _ -73.3 i
3.Q OA : go.tJZ
� � q � � �QtQs = �
7Qitia = � l�.t�?�j,
z
0214 �32Jgd�
DA
OA,-.-

�Cl'irie,dev n7,lls
GiC83J
IRAG
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rJCtir I
--
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-
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C (IIb5)
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yield (-?Q 10 )
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36

i
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' rub
tuM
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SUMMER
STORED AS 8CHNDR ON LBDATA?
� Seg # |
Reach # |
Seg Mi |
D.O. �
CBOD I
NBOD (
Flow |
1
1
0.00
6.35
48.50
9.48
2.71
1
1
0.10
6.19
47.27
9.23
2.76
1
1
0.20
6.07
46.09
8.99
2.81
1
1
0.30
5.98
44.95
8.76
2.86
1
1
0.40
5.91
43,86
8.54
2.91
1
1
0.50
5.86
42.80
8.32
2.96
1
1
0.60
5.83
41.78
8.12
1
1
0.70
5.81
40.79
7.92
3.06
1
1
0.80
5.80
39.84
7.73
3.11
1
1
0.90
5.81
38.93
7.54
3.16
1
1
1.00
5.82
38.04
7.36
8.21
1
1
1.10
5.84
37.18
7.19
3.26
1
1
1.20
5.86
36.35
7.03
3.31
1
1
1.30
5.88
35.55
6.86
3.36
1
1
1.40
5.91
34.78
6.71
3.41
1
1
1"50
5.94
84.02
6.56
3.46
1
1
1.60
5.98
33.30
6.41
3.51
1
1
1.70
6.01
32.59
6.27
3.56
1
2
1.70
7.04
10.67
2.49
12.56
1
2
1.80
7.04
10.59
2.47
12.59
1
2
1.90
7.04
10.51
2.45
12.62
1
2
2.00
7.04
10.44
2.43
12.65
1
2
2.10
7.04
10.36
2.40
12.68
1
2
2.20
7.05
10.28
2.38
12.71
1 '
2
2.80
7.05
10.21
2.36
12.75
1
2
2.40
7.05
10.13
2.34
12.78
1
2
2.50
7.06
10.06
2.32
12.81
1
2
2.60
7.06
9.99
2.29
12.84
1
2
2.70
7.07
9.91
2.27
12.87
1
2
2.80
7.07
9.84
2.25
12.90
1
2
2.90
7.08
9.77
2.23
12.93
1
2
3.00
7.08
9.70
2.21
12.96
1
3
3.00
7.10
9.36
2.16
13.56
1
3
3.10
7.11
,9.29
2.14
13.60
1
3
3.20
7.12
9.22
2.12
13.63
1
3
3.30
7.13
9.16
2.10
13.67
1
8
3.40
7.13
9.09
2.08
13.71
1
3
3.50
7.14
9.02
2.06
13.74
1
3
3.60
7.15
8.96
2.05
13.78
1
3
3.70
7.16
8.90
2.03
13.81
1
3
3.80
7.17
B.S.
2.01
13.85
1
8
8.90
7.18
8.77
1.99
13.89
1
3
4.00
7.19
8.71
1.98
13.92
1
3
4.10
7.19
8.64
1.96
13.96
1
4
4.10
7.18
8.70
2.10
13.98
1
4
4.20
7.40
8.64
2.08
14.02
1
4
4.30
7.56
8.57
2.06
14.06
1
4
4.40
7.68
8.51
2.05
14.10
1
4
4.50
7.78
8.44
2.03
14.14
1
4
4.60
7.84'
8"38
2.01
14.18
1
4
4.70
7.89
8.31
1.99
14.22
1'
4
4. 30
7.93
8.25
1.97
14.26
�
4
4.90
7.96
8.19
1"95
14.30
7.q8
(2.12
1.93
�
+
5,10
ea'ou
o.V�
1'92
14'20
1
4
5.20
8.01
8.00
1.90
14.42 '
�
1=1
5^20
7.64
8.99
5.38
16.49

40
7�b0
O'Of]
^ '
1
5
5.50
7.59
8.83
5.26
'16.58
1
5
5.60
7.58
8.77
5.22
16.61
1
5
5.7n
7.56
8.72
5.18
16.64
1
5
5.80
7.55
8.67
5.14
16.67
1
5
5.90
7.54
8.62
5"10
16.70
1
5
6.00
7.54
8.56
5.06
16.73
1
5
6.10
7.53
8.51
5.02
16.76
1
5
6.20
7.52
8.46
4.99
16.79
J.
5
6.30
7.52
8.41
4.95
16.82
1
5
6.40
7.52
8.36
4.91
16.85
1
5
6.50
7.51
8.31
4.87
16.88
1
5
6.60
7.51
8.26
4.84
16.91
1
5
6.70
7.51
8.21
4.80
16.94
1
5
6.80
7.51
8.16
4.76
16.97
1
5
6.90
7.51
8.11
4.73
17.00
1
5
7.00
7.51
8.07
4.69
17.03
1
5
7.10
7.51
8.02
4.66
17.06
1
5
7.20
7.51
7.97
4.62
17.09
1
5
7.80
7.51
7.92
4.59
17.12
1
5
7.40
7.51
7.88
4.55
17.15
1
5
7.50
7.51
7.83
4.52
17.18
1
5
7.60
7.51
7.78
4.48
17.21
1
5
7.70
7.52
7.74
4.45
17.24
1
5
7.80
7.52
7.69
4.42
17.27
1
5
7.90
7.52
7.65
4.38
17.30
Seg #
1 Reach #
| Seg Mi.
D.O.
CBOD |
NBOD
I Fluw |

-
. SUMMER
---------- MODEL RESULTS ----��----
Discharger : SCHNEIDER MILLS, INC,
Receiving Stream MUDDY MLDD}Y FORK CREEK
The End D.O. is 7.52 mg/l.
The End OBOD is 7.65 mg/l.
The End NBOD is 4.38 mg/l.
WLA
WLA
WLA
DO Min
[%BOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach # (mg/1)
(mg/l)
(mg/1)
(mgd)
Segment
1
5.80
0.80 1
Reach
1
106.20
20.00
5.00
0.78000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
45.00
90.00
0.00
0.01500
Reach
5
45.00
90.00
0.00
0.43000

Discharger
i�«-1NLl:R
11
I�Cy
i.L:sl
? 3
.��+{i
�
a J. w i rig S t; r C a n
fil./L/'[!'•. wREE.-ti
('
w"t E� s
�"`c { e Cttr
iU{iitY)E}i- '-%#si {? ::
:1 d ��
l,:i �. �i'1'.eaf" 7C-,) 1 C) tr 2 .. 8
D e s i g i i" G5 i'i)1 c" et t..t )- .".
25.
:LENGTH! SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KK 1 KNR 1 KNR
{pile 1 f tl,mil fps 1 ft !design'. 3201 !design: @200 !design! 3201 ;design! 3201
-----------------------------------------------------------------------------------------------------
r J J J f t 1 1 J 1 f s s
Segment 1 1 1.701 12.501 0.261 1 0.90- 1 0.35 1 0.88 1 6.54 1 5.371 0.46 1 0.30 1 0.44 0.00 1
Reach i 1 1 1 11 1 1 1
t i t f t i t 1 1 1 1 i
Segment 1 1 1.301 7.101 0.344 1 1.57 1 0.30 1 0.24 1 3.54 1 3.181 0.44 1 0.30 1 0.44 1 0.00 1
Reach C 1 1 1 # 1 1
Segment 1 1.101 7.101 0.359 1 1.60 1 0.30 1 0.84 1 3.69 3.311 0.44 1 0.30 1 0.44 1 0.00 ;
Rea
1 t 1 1 7 ! 1 r t 1 I I
(leach 3 1 1 i � t 1 1 1
-----------------------------------------------------------------------------------------------------
J f I 1 ! 1 f 3 1 1 ! t t
Segment 1 1 1.101 33.0.01 0.565 1 1.E9 1 0.51 1 0.40 187.04 1 24.861 0.73 1 0.50 1 0.73 1 0.00 1
Reach 4 1 i i 1 i Is
-----------------------------------------------------------------------------------------------------
i J ! ! 1 J 1 ! 1 1 1 1 t
i i 1 J 1 i t i 1 I 1 } 1
Segment 1 1 8.701 10.001 0.434 1 1.61 1 0.33 1 0.26 1 6.89 1 5.641 0.44 1 0.30 1 0.44 1 0.00 1.
! C
Reach 5 1
-----------------------------------------------------------------------------------------------------
!
1'" I o vj
S {w.1:.{ OD,
1 1I••! B it D 3
D n O n f
1
t� t ew
1 ij:c / a.
1 sf',o / 1 1
mg
.�egineil'1. I
Reac-h 1.
lt!ac'ire
i
I .r 209
1 .1.06 ,. 2Sw)!-)
i 2f_r) „ 00e.) 1
wit„
t
1...�]eC]:iM..Sswf}�"'Y''l'�4•�::.��r
s i
1 y �..ifa.1)0
i 2 n }..)ffw7[t.)
1 .1{i. n ti.)00 I
t/ a �'ifi.C)
•� i•"
1...1 u If M.f {- y
i
0 II w) 0 C)
f 2.1 C) S..)
f i( f! "� �..) 1.� 1
1, Ir 1..). 41, )
Li
' 1•'i �wl 1'�C»I •'F•
1
0 n ��{. C)
`CI
i 2 11 1.}�.. 0
: 1 a f..)�..)0 1
{��
7. �)'f) 0
S e g i'i'{ i~''i"l i. 1. Reach 22
fr'y" . 0 Lf f.) I .f. rs C) (..) tr) 1 1 y A. `•i' S..)
w a S. -1'r e
0 f.) 0 1
C) y C) C f;) 1
�!)
y {.) {:) �r'} 1
t} y c/.)+J.) �.)
�'f-r i,. l L"� iy
I C) y 4 C')/0 i
2 y i.)tw 0 1
» 1.)Z. 0 1
7. "f.'..f1.0
tb 1u
') I 'i i-t i" i c-, '1-1:'
I ;..) u u 6 5..) 1
„L") tti.) 1
2.0
jd
.f.
rr .) t .) f ..� 1
rl y r..�. il"i• (.)
i�t 1.
Reach 4
I�jj►c«.�rr�ams //e~:f
T^��V M.1 •lr 4'i�
{{[(
! `w) Y 3L) fri }
1 r ( +
i' A i,.) Sr) `w) 1
0 0
•' (
I
. 0 � .) f w) 1
r
C) 11 fir) 0 0
f {« i b u t a 'eft -
1 f% y 0 0 0 i
2 ,. ;•! 0 0 1
1
rs 000
1+ lJ. 0

* RUnoff 1 0.400 � 2.000 i l.000 � 7.4+fwV
Segment 1 Reach 5
Waste `| 0.666 } 45.000 � 90.000 0.000
Tributary | 1.400 2.000 | .1.000 / 7.440
* Runoff ,| 0.300 | 2.000 | 1"000 1 7.440
* Runoff f1ow is in cfs/n)ile

en�iroo�ea�a1 �cs�icg iac.
1700 UNIVERSITY COMMERCIAL PL.
° CHARLOTTE. NC 28213
704 • 597-8454
171r a John Joi'FIOS
Schneider- Mills, Inc..
Taylorrsville NC 28681
S'cclf: N;:crctIII C?ter'
Num.beIr
+:15]".Is i-Icidi.i;y
I::rrrrllr:i 111.[ui1irr+ity
I:Ir:rr: BI Color, Apparent Pt. -Co Unit,
01:19r:1Cl 1-1ardryoss:. Tot a1.
Cl CI61. 5 IN j. t r :i t
7r:►;;++ t? tiro...iylrplqc: rIrrt>
0 '1301.-1 i;ets%idue:. Total f"ill:orrable
00095 C; a ri d Irr c: tu n t o Irnmh o i/ r: m
1,r94 5 SUILitt,
007d5 S L11'.- f..1(.-i 1
r„++..IIJSII Total orrspi'lic Carbon
iota . Or-4.anic: Haliclosi
>�Iur>.t b I'
r„I ir,i a� trl`il tlll:r.Irrtil;. Hexa{%aAent (1.r1-4.6)
01037 Cobalt:, Total (Co)
Number of Samples" .I.
Eff1.I.lonI"r
2 ..
3.
•J u
6 ..
Date Received: 04./28/88
RI. BLIJAS in 1116A. Unless Ut#"e rwLso noted
Results in r1G/L.
yy 1
2.. 3 a
I'1�r;:; I i lrrril : i'c:� i;.c ]. ('l' l i :+:'I n 1.r::1CI
+:1101.2 1{L:�•,rll:i.,rm:. Trrtzll (f..)i +:1�1:11.CI
SOURCE TESTING i AMBIENT AIR / WATER / WASTEWATER / HAZARDOUS WASTES / INDUSTRIAL HYGIENE / GROUNDWATER / CONSULTING

�1 � m,2o« PL.
CHARLTE. NC 28213
=4-e7-84 54
». am ales
Schneider Mills, le,
m Box se
ceus«u> « 28681
store w. a«s
Number
uwm av@
mauCOD @c UUeE
01-1220 Rasa 9wI )
suers& eE&e,«mng
m«lowee,Total w
:2e ea,meesetg
m«uw9ae, Ammonia,aG!
uag Nitrogen, Q«sG,e&I
0 1321.1wRam,weae,R«me
01.15566I&G_e
Taw,@ mse»uaJ>
:&«era
e6!Phosphorus. a&! W
wsu Seed«, a6!
. y wade, ac! »veer.
nm7 eGaas.
&eat »Sew
waver
Tam, Renee, Total me
ew2se_,Total c,
cezaaws &61±0
wsG we!_, 2w! (Ca)
e9ramwa,eal±o
wa2Copper, Total ,
«w, Toe, Foal «&
ealEed, lotal (Pb)
me26waw» cola&
e a, »ease, as! i
71906a»s aclmw
sCIE 7Nickel, asl(ND
os7eseaw Towl m
e a! Selenium, awl ,
0192 s env, asl m>
aaa SOdItAlil, Taal. au
e Zinc. as! zm
» III era eves I
/
5.
66 Reaea: aeee
Date aeee@ a«cw
owr eas g«ee
»mesa «a «seomemeem:a
c & & t s E
«.Toe
Results in «&
c a s
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9zm
932
3zy
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mza
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oJxau@: 1� §,
��.aewaaee�_TEW re,HAZARDOUS __ I INDUSTRIAL __E /GROUNDWATER / CONSULTING

1 �
Molly F. Greene
President
GENERAL ENGINEERING LABORATORIES
Environmental Engineering and Analytical Services
George C. Greene, P.E., Ph.D.
Vice President
SC Registration No. 9103
Laboratory Certifications
FL
E87156/87294
NC
233
SC
10120
VA
00151
NACIP
Approved
CERTIFICATE OF ANALYSIS
CL I ENT : ENV I RON MENTAL TESTING INC.
1700 UNIV. COMM. PL. DATE: 05/18/88
CHARLOTTE , NC 28213
CONTACT: MR. JAMES S. McCORMACK RELEASED BY:
C AL AN M. CRANE
CC/FC: ENTI/TTO2 c PAGE NO.. 1
----------------------------- �dt ---------------------------
SAMPLE ID : #756
LAB ID : 88050004
SAMPLE TYPE : 12
DATE RECEIVED: 05/02/88
PARAMETER COLLECTED BY : ENTI
------------------------------------------------------------------------------
PP Volatiles by Method 8240
ACROLEIN
<100
ppb
ACRYLONITRILE
<100
ppb
BENZENE
<5 ppb
BROMOFORM
<10
ppb
CARBON TETRACHLORIDE—
<10
ppb
CHLOROBENZENE
<10
ppb
CHLORODIBROMOMETHANE
<10
ppb
CHLOROETHANE
<10
ppb
,2-CHLOROETHYL VINYL ETHER
<10
ppb
CHLOROFORM
<10
ppb
DICHLOROBENZENE (1,2)
<10
ppb
DICHLOROBENZENE (1,3)
<10
ppb
DICHLOROBENZENE (194)
<10
ppb
DICHLORDBROMOMETHANE
<10
ppb
DICHLORODIFLUOROMETHANE
<10
ppb
DICHLOROETHANE (111)
<10
ppb
DICHLOROETHANE (1:92)
<10
ppb
DICHLOROETHYLENE (111)
<10
ppb
DICHLOROETHYLENE (112-T)
<10
ppb
DICHLOROPROPANE (112).
<10
ppb
DICHLOROPROPYLENE (112)
<10
ppb
DICHLOROPROPYLENE (113)
<10
ppb
ETHYLBENZENE
<10
ppb
METHYL BROMIDE
<10
ppb
METHYL CHLORIDE
<10
ppb
METHYLENE CHLORIDE
(10
ppb
TETRACHLOROETHANE (111,212) <10
ppb
•TETRACHLOROETHYLENE
<10
ppb
TOLUENE
<10
ppb
TRICHLOROETHANE (191,1)
(10
ppb
TRICHLOROETHANE (1,1,2)
<10
ppb
T R I CHL0R0ETHYkao'Savage ��0
0 Road •Charleston, 29R PP/ P. O. Box 30712 •Charleston, SC 29417
• ' �...
Phone [phone]
•FAX [phone]

GENERAL ENGINEERING LABORATORIES
�® Environmental Engineering and Analytical Services
Molly F. Greene
Laboratory Certifications:
President FL E97156/87294
George C. Greene, P.E., Ph.D. NC 233SC 10120
Vice President VA 0151
SC Registration No. 9103 NACIP Approved
CERTIFICATE OF ANALYSIS
CLIENT: ENVIRONMENTAL TESTING INC.
1700 UNIV. COW4. PL. DATE: 05/18/88
CHARLOTTE , NC 28213
CONTACT: MR. JAMES S. MCCORMACK
CC/FC: ENTI/TTO2 PAGE NO.: 2
---------.-----------------------------------------------------------------------
SAMPLE ID : M756
LAB ID :
88050004
DATE RECEIVED:
--------------------------------------------------
05/02/88
TRICHLOROFLUOROMETHANE
(10
ppb
VINYL CHLORIDE
(10
ppb
PP Acid Ext. by Method 8270
CHLOROPHENOL (2)
(10
ppb
DICHLOROPHENOL (2,4)
(10
ppb
DINITROPHENOL(2-METHYL-4,6)
(30
ppb
DIMETHYLPHENOL (2,4)
(10
ppb
DINITROPHENOL (2,4) -
(45
ppb
NITROPHENOL (2)
(10
ppb
NITROPHENOL (4)
(10
ppb
P-CHLORO-M-CRESOL
(10
ppb
PENTACHLOROPHENOL
(10
ppb
PHENOL
(10
ppb
TRICHLOROPHENOL (2,4,6)
(10
ppb
Sj1PLE PREP - ACID COMPOUNDS
YES
PP B/N Ext. by Method 8270
ACENAPHTHENE
(10
ppb
BENZIDINE
(10
ppb
BIS (CHLOROMETHYL) ETHER
(10
ppb
BIS (2-CHLOROETHOXY) METHANE
(10
ppb
BIS (2-CHLOROETHYL) ETHER
(10
ppb
BIS (2-CHLOROISOPROPYL) ETHER
(10
ppb
BW10PHEWL PHENYL ETHER
(10
ppb
CHLOROETHYL VINYL ETHER
(10
ppb
CHLOROPHENOL PHENYL ETHER
(10
ppb
CHLORONAPHTHALENE (2)
(10
ppb
DICHLOROBENZIDINE (3,3')
(10
ppb
DINITROTOLUENE (2,4)
(10
ppb
DINITROTOLUENE (2,6)
(10
ppb
DIPHENYLHYDRAZINE (1,2)
(10
ppb
FLUORANTHENE
(10
ppb
HEXACHLOROBENZENE
(10
ppb
HEXACHLOROBUTADIENE
(10
ppb
HEXACHLOROCYCLOPENTADIENE
(10
ppb
HEXACHLOROETI M6 Savage Road - Charleston, Wk9ppb/ P. O. Box 30712 - Charleston, SC 29417
Phone (803)
556-8171
- FAX [phone]

GENERAL ENGINEERING ]LABORATORIES
P� Environmental Engineering and Analytical Services
Molly F. Greene Laboratory Certlrications:
President FL E87156/87294
NC 233
George C. Greene„P.E., Ph.D. SC 10120
Vice President VA 00151
SC Registration No. 9103 NACIP Approved
CERTIFICATE OF ANALYSIS
CLIENT: ENVIRONMENTAL TESTING INC.
1700 UNIV. COMM. PL.
CHARLOTTE , NC 28213
CONTACT: MR. JAMES S. McCORMACK
DATE: 05/18/88
CC/FCiENTI/TT02PAGE NO.: 3
- ------------
----------------------------------------------------
SAMPLE ID 0756
LAB ID :
88050004
DATE RECEIVED:
----------------------------------------------------
05/02/88
ISOPHORDNE
(10
ppb
NAPHTHALENE
<10
ppb
NITROBENZENE
<10
ppb
N-NITROSODIMETHYLAMINE
<10
ppb
N-NITROSODIPHENYLAMINE
<10
ppb
N-NITROSO-DI-N-PROPYLAMINE
<10
ppb
TRICHLOROBENZENE (1,2,4)
<10
ppb
BIS (2-ETHYLHEXYL) PHTHALATE
<10
ppb
BUTYL BENZYL PHTHALATE
<10
ppb
DIETHYL PHTHALATE
(10
ppb
DIMETHYL PHTHALATE
<10
ppb
DI-N-BUTYL PHTHALATE
<10
ppb
DI-N-OCTYL PHTHALATE
<10
ppb
ACENAPHTHYLENE
<10
ppb
ANTHRACENE
<10
ppb
BENZO (A) ANTHRACENE
<10
ppb
BENZO (B) FLUORANTHENE
<10
ppb
BENZO (K) FLUORANTHENE
<10
ppb
BENZO (GHI) PERYLENE
<10
ppb
BENZO (A) PYRENE
<10
ppb
BENZOFLUORANTHENE (3,4)
(10
ppb
CHRYSENE
<10
ppb
DIBENZO (A,H) At-ITHRACENE
<10
ppb
FLUORENE
<10
ppb
INDENO (11293-CD) PYRENE
<10
ppb
PHENANTHRENE
<10
ppb
PYRENE
<10
ppb
ALDRIN
<10
ppb
DIELDRIN
<10
ppb
CHLORDANE (TECHNICAL)
<10
ppb
O,P'-DDE
<10
ppb
O,P'-DDD
<10
ppb
O,P'-DDT
<10
ppb '`.
PIP'-DDE
<10
ppb
P,P'-DDD <10 ppppb ,
2040 Savage Road • Charleston, SC 2M4 / P. O. Box 30712 r tharleston, SC 29417
Phone (803)
556-8171 • FAX [phone]

GENERAL ENGINEERING '.LABORATORIES
�® Environmental Engineering and Analytical Services
Molly F. Greene Laboratory Certifications:
9 President FL E87156/87294
NC 233
George C. Greene, P.E., Ph.D. SC 10120
Vice President VA 00151
SC Registration No. 9103 NACIP Approved
CERTIFICATE OF ANALYSIS
CLIENT: ENVIRONMENTAL TESTING INC.
1700 UNIV. COMM. PL. DATE: 05/18/88
CHARLOTTE , NC 28213
CONTACT: MR. JAMES S . Mc CORP'IACK
CC/FC: ENTI/TT02 PAGE NO.: 4
--------------------------------------------------------------------------------
SAMPLE ID : #756
LAB ID :
88050004
DATE RECEIVED:
--------------------------------------------------------------------------------
05/02/88
P,P'-DDT
(10 ppb
ENDOSULFAN I
(10 ppb
ENDOSULFAN II
(10 ppb
ENDOSULFAN SULFATE
(10 ppb
ENDRIN
(10 ppb
ENDRIN ALDEHYDE
(10 ppb
HEPTACHLOR
(10 ppb
HEPTACHLOR EPDXIDE
(10 ppb
A-BHC
(10 ppb
B-BHC
(10 ppb
LINDANE
(10 ppb
D-BHC
(10 ppb
TOXAPHENE
(10 ppb
AROCLOR 1016
(150 ppb
AROCLOR 1221
(I50 ppb
AROCLOR 1232
(150 ppb
AROCLOR 1242
(150 ppb
AROCLOR 1248
(150 ppb
AROCLOR 1254
(150 ppb
AROCLOR 1260
(150 ppb
AROCLOR 1262
(150 ppb
SAMPLE PREP - B/N COMPOUNDS
YES
2040 Savage Road - Charleston, SC 29414 / P. O. Box 30712 • Charleston, SC 29417
Phone [phone] • FAX [phone]