NC0020737_Wasteload Allocation_19870819

NPDES DOCUMENT SCANNIN& COVER SHEET
NPDES Permit:
NC0020737
Kings Mountain WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Correspondence
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
August 19,
1987
WIX" document is priated on reuse paper - ignore aay
coateat on the resrerse side

ai
a
N
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c
>1> ,JC -)C:3 NId
NPDES WASTE
Facility Name: Oil U I 1xii
Existing © Permit No.: tile, d0 ZOellq
Proposed M
Design Capacity (MGD): 3D Industrial (% of
Receiving Stream: �au-W�_I: Cree-k-
ALLOCATION
�c ^ S? z y
CA, 3, c)
Date: -3 —I3— 87
Pipe No.: DUi County:(f/(2'Ve Ic"
Flow) Domestic (% of -Flow):
Class: Sub-Basin:
pA--DZ)) U3d8"d.4"
Reference USGS Quad: 6-0a e- o (Please attach) Requestor: S e*cY Regional Office_ _
F/3xw
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: o2s Drainage Area: //6- Avg. Streamflow:
7Q10: /9.6 Winter 7Q10: gZ
Location of D.O.minimum (miles below outfall):
3.8
30Q2: .5/
Slope: 5
Velocity (fps): Kl (base e, per day, 2000 : K o
p (base e, per day, 20 C):
---- �7 3.6 ~ Ca 4. 0MY+p @ .0 M&P
SJMMS✓ tJm^h X'm4mW
Effluent
Characteristics
Monthly
Average
how ,.
Aue.rq t
I.__NH3 _A) _
30
30
o2U
i¢
/o
b
%SS
30
30
30
l fel-t 64~
/oao
1000
)000
i
Original
Revis$d
By:
NO
Effluent
Characteristics
Monthly
Average
Comments
BoD
30
TSSp
30
�
b-
Date(s) of evision(s) _
(Please attach previous allocation)
Reviewed By: Date: 9 / 8

Request No. :3929 (ASS
BC) G,)
----------------
Permit Number
Facility Name
-Tyne of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request.
Ouad
WASTELOAD ALLOCATION! APPROVAL FORM
: NCO020737
: KINGS MOUNTAIN -PILOT BRANCH
: MUNICIPAL
: EXISTINIG
: BUFFALO CREEk::
C
QAAQ&4 030005
CLEVE:LAND Drainage Area
: ARO Average Flow
JIM REID Summer 7010
: 3/13/87 Winter 7010
F13SW 3002
RECOMMENDED EFFLUENT LIMITS
(sq mi)
116.
(cfs)
151
(cfs)
: 19.6
(cfs)
: 42.
(cfs)
: 54
A)
•b)
C.�
SUMMER
WINTER
SUMMER
WINTER
SUMMER
WINTER
EMSTIO(r
Wasteflow
(mgd):
3.0
3.0
4.0
4.0
6.0
6.0
1.0
5-Day BOD
(mg/1):
30
30
30
30
20
30
30
Ammonia Nitrogen
(mg/1):
14
MR
10
MR
6
MR
me
Dissolved Oxygen
(mg/1):
*Wk*
MR
X Ave
MR
tK
MR
me
TSS
(mg/1):
30
30
30
30
so
30
30
Fecal Coliform Q/100ml):
1000
1000
1000
1000
1000
1000
000
pH
(SU) :
6-9
6-9
6--9
6-9
6--9
6-9
6-1
8-7--$%j (1:X
_----...-------- --_....----------- MONITORING -------- ...-..--------
Upstream (Y/N): Location:
Downstream (Y/N): Location:
---------------------------------- COMMENTS --------
-Fq(CIf Y LImIrS 477,}C_lIED.
90
Recommended by�x_.... ._-.- -.._. . .._._....._.. Date-7�BZ--
Reviewed by: V
Tech. Support Supervisor _ -- Date
Req i �n<-a 1 son- -._-.- -• _-- ___.a Da i; is: %
Fermat_. / 7
Aineering Date ._....b/���.f
RETURN TO TEC;HhJICAL. SE:hi'•J:(L:ES BY
SEP 01 1981

Facility Name ,(.q,vVL �'(//W,V'ff�;,/_ (,���,hr� permit # /v000Z07-77
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised "February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is /9 % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform y��,« monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (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: 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 supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed 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 docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 1916 cfs
Permited Flow 3.0 MGD
Basin & Sub -basin
Receiving Stream $0/'¢'W a CADZ,
County CLOW"AA6
R ommended by:
k
at7/27177

Fa y Name _t4-&%- �W�u7Ai;J-I•'/it- Permit M AI000L0737
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is 2)4 e (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform q&14-E(L monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (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: 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 supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed 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 docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 /9.4 cfs
Permited Flow 1. 0 MGD
Basin & Sub -basin o;0-t# 05
Receiving Stream $00VfL6 CAa/G
County em-SW&A-w
R ommended by:
at

Facility Name ,C.(NyQ. �/aUot,q„J-!s•(i/ /,OMui Permit q Ak0090737
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is YZ- % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform SiNggge4y monitoring using this procedure to establish compliance
with the permitccondition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (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: 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 supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed 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 docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 /1. ` cfs
Permited Flow do MGD
Basin & Sub -basin -X&D oS
Receiving Stream Xmgrfa cA G
County e4fiVE4JA0
WI,io
mmended by:

Facility Wasteflow (MGD) 3.0
Iq Summer/Winter (circle one)
Potential effluent limit combinations:
BOD5 NH3.N
Comments:— M4� c67o= ins lQ w1 NDo� 96 (P

rn
E
Facility ,t imu /✓ ,4wfAlr4 Wc�rrP
Summer/Winter (circle
Potential effluent limit. combinations:
BOD5 NH3.N
Wasteflow (MGD) 9.0
one)
Comments:_g" C"=III mb AM)( Aeon = 75�rl�

Facility ,yNi xdvo-j4w DTP Wasteflow (MGD) d.o
_a
Potential effluent limit combinations:
BOD5 NH3rN
Comments:_ Mrkx c6wPoy4 hfAX NddO = So

J�
v
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 27, 1987
MEMORANDUM
TO: Forrest West
a 1
THROUGH: Steve Tedder
Randy Dodd
FROM: Jackie Nowell SA
SUBJECT: Speculative Wasteload for
City of Kings Mountain - Pilot Plant
Per your request April 1, 1987, the Technical Support Unit has com-
pleted preliminary stream impact analyses for the Kings Mountain WWTP
discharge using a Level "B" model. The results of these analyses are attached
for your review. As stated, these results are preliminary and should not be
considered as a final wasteload allocation. Final wasteload allocations
will only be developed after an official NPDES permit application has been
submitted.
Please advise if questions.
JN:gh
Attachment
11 :
AUG * a 1987
PERA;ITS ,
;v; ;,tiEER(NG
'� i I Q 7

Co /�-I /v /�16vn7TfJ� j % 7/Z 31Y7
jjl I O 000 ,�9Z9 �aC
y
�I E SoL �✓ 1h<? �/d� u �X
d li �fi✓0 0d /4, a mot„
I
w,y r, s sa <g
so :: t✓cr3
-__- ._-_ - __- �V•-__-_ �/�=ll6 min_.-- - - - .
9A 16z�
+ 2gta.ly�fs-
v3og z : E4,6
3oM
n L. /Y3 •n
Or/= 0li+ii`
f7q io c 2/
I IAtjAl
�i
-------� :'0=/i✓cf. /�'..co-�fGrnr� - o7.�UDs� -�%S /1��3-- -- -- -. - - _-
I
!I
I
Ij
�.I

9:1
ii/
I
1 ff
lv7o !d "
i
i ,p9
i Ij

i
E
I
I
Ll
i
��—
i2lAX. NBC).O
----- -----------
i U
f
/O-
I j 3�oDS t � sNH3_
1 Sao 7
l i 3/,Zdt7 ,5 f ¢, 5 N11
j
/oa 2a
f
cot
AJ 14,
3. o MG.d
C) a6lo
U MGM
;i
I
6�- 75 S.'o - f- q s�-sz

SUMMER
MODEL
FOR MAX. CDOD
FOR K'INGS
-°
Discharger
BRANCH
Receiving Str
CREEK
The End
D.O.
i
mg/1.
The End
CBOD
is 12.70
mg/l.
The End
_________________
NBOD
i
__________________________________________________
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
If�--------
Milepoint Reach #
-------
(mg/1)
----
(mg/1)
----
(mg/1)
(mgd)
----------
8egment
1
5. 3
8.80 1
Reach
1
145.00
0.00
0.00
3.00000
Reach
2
210.00
0.00
0.00
0.00000
~�.
Segment
C.
7.A4
0.00 1
Reach
1
83.00
0.00
5.00
0.00000
Segment
3
5. 4
0.00 1
Reach
1
0.00
0.00
0"00
0.O0000

.:
Discharger
Receiving
4
-----------
The End D.O. is
The End CBOD is
The End NBOD is �
DO
�
(mg
SUMMER
'
MODEL
FOR MAX. NBOD
FOR KINGS
MT.
WWTP W/
QW=3.0 M8D
----------
MODEL RESULTS ----------
KINGS MOUNTAIN -PILOT BRANCH
: BUFFALO
---
CREEK
______________________________________________
`.32 mg/l.
.16 mg/1.
`.29 frig/ l.
____________________________________________________
WLA
WLA
WLA
lin
CBOD
NBOD
DO
Waste Flow
'l) Milepo1nt
Reach # (mg/l)
_______ ____
(mg/l)
____
(mg/l>
(mgd)
�9 8.40
1
0.00
96.00
0.00
8.00000
210"00
0.00
0.00
0.00000
4 0.00 1
83.00 0.00 5.00 0.00000
.4 0.00 1
0.00 0.00 0.00 0.00000

SUMMER
MODEL FOR MAX.
CBOD
FOR K"INGS
I'IT.
WWTF--o W/ QW=4.0
MGD
-
---------- MODEL
RESULTS -------
---
Discharger
K INGS MOUNTAIN --PILOT
BRANCH
Receiving Strec-mn
I to
I BUFFALO CREEK
------------------------------------------------------
Th e End
D. 0.
i`�,.12
mg/l..
The End
CBOD
is 12.60
mg/l..
The End
NBOD
is
0.46
mg/l.
WLA
WLA
WLA
DO
in
CBOD
NBOD
DO
Waste Flow
(mc
/I)
Milepoint Reach
# (mg/1)
(mg
(mgd)
fl, egment
1
5.
97
3.20 1
Reach
1
111 . 00
0.00
0.00
4 - 00000
Reach
2
I
210. 00
0. 00
0. f0c)
0. 00000
Segmsent
2
7.
4
0.00 1
Reach
1
83. 00
0 . C) 0
5. 00
0. 00000
Segment
3
5.r5
0.00
Reach
I
o " 00
0., 0 0
0. 00
0. 0000C)

SUMMER
MODEL FOR MAX.
NBOD FOR
KINGS
MT.
WWTP W/ MGD
•
------- ­ MODEL_ RESUL-TS -----------
Discharger
KINGS MOUNTAIN-PIL.OT
BRANCH
Recei-ving ream
=
I
FA1...0
C--RE-----------------------------------
----
-
- ---
----------------
The End
-St
D.O.is
---BUF-
---
�6.35
--------EK
mg/1..
The End
CBOD
is
',1.12
mg/l.
The End
NBOD
is
14.4
mg / I .
-----------------------------------------------------
WLA
WLA
WLA
DO
lin
CBOD
NBOD
DD Waste Flow
(mgVl)
Milepoint Reach #
(mg 1, 1 a
(Mg.,,' 1.)
(mg /I 3
07-igd)
Segment
1
5.[)9
2.8-0 1.
Reach
1
I
0.00
'75. 00
0.00
4.00000
Reach
2
210. 00
0 1. 00
0. 00
0. 00000
Segment
2
7.44
0.00 1
Reach
1
83. 00
0.00
5.00
0. 00o00
Segment
3
5.
110
0.00 1
Reach
0. 00
0. 00000

GUMMER
MODEL FOR MAX.
CBOD
FOR KINGS
MT.
WWTP W/ QW=6.0
MGD
'^
RESULTS ----------
D1scharger
ILOT
BRANCH
Receiving Stream
CREEK
The End
D.Q.
is
6.20 mg/l.
The End
CBOD
i
mg/l.
The End
NBOD
i
mg/l.
WLA
WLA
WLA
DO
lin
CBOD
NBOD
DO
Waste Flow
(mg
M1lepoint Reach #
(mg/1)
(mg/l)
(mg/l)
(mgd>
Segment
1
4.
8 1.20 1
Reach
1
80.00
0.00
0.00
6.00000
Reach
2
U
210.00
0.00
0.00
0.00000
Segment 2
Reach 1
Segment 3
Reach 1
7. 4 0.00
5.67 0.00
1
83.00
1
0.00 5.00
0.00000
0.00000

SUMMER
MODEL FOR MAX. NBOD FOR KINGS
MT. WWTP W/ QW=8.0 MGD
MODEL RESULTS
Discharger
ILOT
BRANCH
Receiving Stream
The End
D.O.
is
mg/l.
The End
CBOD
is
1..06
mg/l.
The End
NBOD
is
mg/l.
WLA
WLA
WLA
DO
Min
CBOD
NBOD
DO
Waste Flow
(
Milepoint Reach #
---------
(mg/1)
----
(mg/l)
----
(mg/l)
--
(mgd)
-----------
8egment
1
�
502
0.60 1
Reach
1
0.00
50.00
0.00
6.00000
Reach
2
.
210.00
0.00
0.00
0.00000
.~_
Segment
2
7.
4
0.00 1
Reach
1
83.00
0.00
5.00
0.00000
~~
Segment
3
5.
4
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

`
Discharger
Receiving Stream
^-----------------
The End D.O. is
The End CBOD is 1
The End NBOD is �
------------�������
Segment
1
8.2
Reach
1
Reach
2
Segment
2
5.
Reach
1
Segment
3
B.
Reach
1
|
'
WINTER
MODEL FOR 1<I1\8S
MT.
WWTP W/
QW=3.0 MGD.
---------- MODEL RESULTS ----------
:
KINGS MOUNTAIN -PILOT
BRANCH
:
BUFFALO CREEK
1.91
mg/l.
/.49
mg/l.
`.34 mg/l.
WLA
WLA
WLA
|in
CBOD
NBOD
DO
Waste Flow
1>
__
Mi'lepoint Reach #
_________ _______
<mg/l)
____
(mg/l)
____
(mg/l)
__
(mgd)
__________
}5
0.00 1
60.00
90.00
0.00
3.00000
210.00
0.00
0.00
0.85000
'9
0.00 1
83.00
0.00
5.00
0.62500
|1
0.00 1
0.00
0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
,^
Discharger : KINGS MOUNTAIN -PILOT BRANCSubbasin : Eq 9 (;fB4�.
'~Receiving Stream : BUFFALO CREEK Stream Class: C
Summer 7Q10 : 19.6 Winter 7010 : 42.
Design Temperature: 14.
|LENGTH | SLOPE
| mile | ft/m |
| 3 |
Segment 1 6.801 5.001
Reach 1 | | |
---------------------------
| | (
8e0ment 1 | 0.401 5.001
Reach 2
---------------------------
� ( |
Segment 2 | 3.001 57.00:
Reach 1 1 | <
---------------------------
| | <
8e0ment 3 | 4.001 5,001,
Reach l | | |
---------------------------
LUC TY | DEPTH! Kd | KU | Km | Ka | KN | KN | KNR | KNR |
f. ps | ft |design| 3200 !design! 3200 1desip| Q2O4 (design| Z204 |
| | | | | ( | | | <
0.600 | 2.35 | 0.18 1 0.24 | 2.32 2.641 0.19 | 0.30 | 0.19 ( 0,00 1
| � | | | ( | | 1. |
0.605 1 2.44 | 0.18 | 0.24 | 8,33 | 2.6M 0.19 | 0.30 | 0.19 | 0.00 |
| | | |
0.443 | 0.52 | 0.54 | 0.71 137.87 | 45.431 0.32 1 0.50 | 0.32 | 0.00 |
| | It | | | | | Is |
0.617 | 2.51 1 0.18 | 0.24 2.38 | 2.721 0.19 | 0.30 | 0.19 | 0.00 |
| | | It | | | | | |
-----------------------------------------------------------------------
| Flow ( CBOD | NBOD D.O.
| cfs | mg/l | mg/l � mg/l
Reach 1
Waste 1� 1 4.650 60.000 1 90.000 | 0.000
Headwaters! 42.000 | 2.000 | 1.000 i 9.280
Tr 0.000 | 0.000 | 0.000 \ 9.280
*Runoff< 0.880 | 2.000 ( 1.000 | 9.280
Segm 1 Reach 2
Waste | 1.317 1210.000 | 0.000 | 0.000
Tr1bu y | 0.000 | 0.000 | 0.000 9.280
* Run6ff 0.880 | 2.0O0 1.000 | 9.280
Ii
Segmer0t 2 Reach 1
Waste |
0.969
| 83.000 1
0.000 It5.000
He s|
0.220
| 2.000 �
1.000 |
9.280
Tr |
0.000
0.000 |
0.O00 |
9.280
* Rund�If |
0.400
| 2.000 |
1.000 <
9.280
Waste
!
0.000 |
().000 |
0.000 |
0.000
Head wa�-,t.
s|
0.000 |
0.000 |
0.000 |
9.280
Tribut
|
0.000 |
0.000 1
0.000
9.280
* Runo�=f
|
0.880
2.000 �
1.000 |
9.280
|
\
U
* Runoff flow, is in cfs/mi1e
^

WINTER
`
MODEL
FOR KINOS MT.
` ' ^
QW=3.0 MGD.
| Seg #
| Reach
8eg Mi |
D.O. |
CBOD |
NBOD
| Flow �
1
1
0.00
8.35
7.78
9.87
46.65
1
1
0.20
8.38
7.73
9.8O
46.83
1
1
0.40
8.41
7.68
9.73
47.00
^ 1
1
0.60
8.44
7.68
9.66
47.18
1
1
0.80
8.46
7.58
9.59
47.35
1
1
1.00
8.49
7.53
9.52
47.53
1
1
1.20
8.51
7.49
9.45
47.71
1
1
1.40
8.54
7.44
9.39
47.88
1
1
1.60
8.56
7.39
9.32
48.06
1
1
1.80
8.58
7.34
9.25
48.23
1
1
2.00
8.60
7.30
9.19
48.41
1
1
2.20
8.62
7.25
9.12
48.59
1
1
2.40
8.64
7.21
9.06
48.76
1
1
2.60
8.66
7.16
9.00
48.94
1
1
2.80
8.68
7.12
8.93
49.11
1
1
3.00
S.
7.07
S.
49.29
1
1
3.20
8.72
7.03
8.81
49.47
1
1
3.40
8.73
6"98
8.75
49.64
1
1
8.60
8.75
6.94
8.69
49.82
1
1
8.80
8.77
6.90
8.68
49.99
1
1
4.00
8.78
6.86
8.57
50.17
1 '
1
4.20
8.80
6.81
8.51
50.35
1
1
4.40
8.81
6.77
8.45
50.52
1
1
4.60
8.83
6.73
8.39
50.70
1
1
4.80
8.84
6.69
8.33
50.87
1
1
5.00
8.85
6.65
8.27
51.05
1
1
5.20
8.87
6.61
8.22
51.23
1
1
5.4()
8.88
6.57
8.16
51.40
1
1
5.60
8.89
6.53
8.11
51.58
1
1
5.80
8.91
6.49
8.05
51.75
1
1
6.00
8.92
6.45
8.00
51.93
1
1
6.20
8.93
6.41
7.94
52.11
l
1
6.40
8.94
6.37
7.89
52.28
1
1
6.60
8.96
6.83
7.83
52.46
1
1
6.80
8.97
6.30
7.78
52.63
1
2
6.80
8.75
11.27
7.59
53.95
1
2
7.00
8.75
11.20
7.54
54.18
1
2
7.20
8.76
11.13
7.49
54.30
2
1
0.00
5.79
68.01
0.19
1.19
2
1
0.20
8.31
62.90
0.28
1.27
2
1
0.40
9.13
58.41
0.28
1.35
2
1
0.60
9.42
54.43
0.32
1.43
2
1
0.80
9.55
50.89
0.35
1.51
2
1
1.00
9.62
47.71
0.38
1.59
2
1
1.20
9.66
44.85
0.40
1.67
2
1
1.40
9.70
42.25
0.43
1.75
2
1
1.60
9.74
39.89
0.45
1.83
2
1
1.80
9.77
37.78
0.47
1.91
2
1
2.00
9.79
35.76
0.49
1.99
2
1
2.20
9.82
33.94
0.50
2.07
2
1
2.40
9.84
32.27
0.51
2.15
2
1
2.60
9.87
30.72
0.53
2.23
2
1
2.80
9.89
29.29
0.54
2.31
2
1
3.00
9.90
27.95
0.55
2.39
3
1
0.00
8.81
11.84
7.20
56.69
3
1
i
0.20
8.81
11.77
7.15
56.87
8
J.
0.40
8.81
11.69
7.11
57.04
3
1
0.60
8.82
11.62
7.06
57.22
3
1
0.80
8.82
11.55
7.02
57.40
3
1
1.00
8.83
11.48
6.97
57.57
� 3
1
U
1.20
8.83
11.41
6.93
57.75
WWTP W/

d 1
3 1
3 1
3 1
3 1
� 8 1
8 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
| Seg # | Reach
1.40
8.84
11.34
6.88
57.92
1.60
8.84
11.27
6.84
58.10
1.80
8.85
11"21
6.80
58.28
2.00
8.85
11.14
6.75
58.45
2"20
8.86
11.07
6.71
58.63
2.40
8.86
11.01
6.67
58.80
2.60
8.87
10.94
6.63
58.98
2.80
8.87
10.87
6.59
59.16
3.00
8"88
10.81
6.55
59.33
3.20
8.88
10.74
6.50
59.51
3.40
8.89
10.68
6.46
59.68
8.60
8.90
10.62
6.42
59.86
8.80
8.90
10.55
6.38
60.04
4.00
8.91
10.49
6.34
60.21
| Seg Mi |
D.O.
( CBOD |
NBOD
| Flow �

WINTER
'MODEL
FOR KINGS
MT.
WWTP W/
MODEL RESULTS
Discharger
:
V."INGS, MOUNTAIN -PILOT
BRANCH
Receiving Streami
:
BUFFALO CREEK
The End D.O.
is
118.71
mg/l.
The End CBOD
i
1 9
mg/l.
The End NBOD
i
mg/l.
WLA WLA
WLA
DO
Min
CBOD NBOD
DO
Waste Flow
On
M11epoint Reach #
-------
(mg/l) (mg/l}
---- ----
(mg/l)
--
(mgd)
Segment 1 1
-
8.09
----~----
0.00 1
Reach 1
60.00 90.00
0.00
4.00000
R�ach 2
!|
210.00 0.00
0.00
0.85000
___ _
Segment 2
Reach 1
Segment 8
Reach 1
5. 0.00
8.158 0.00
1
1

*** MODEL SUMMARY DATA ***
C30 OS
Discharger : KINGS MOUNTAIN --PILOT BRANCSubbasi.n
-Receiving Stream : BUFFALO CREEP..' Stream Class: C
Summer 7G10 : 19.6 Winter 7010 : 42.
Design Temperature: 14.
!LENGTH! SLOPE: VELOCITY 1 DEPTH! Kd : Kd ; Ka 1 Ka ; KN ! KN : KKR : KKR 1
1 mile : ftlmi: fps 1 ft ;design: 3204 ;design; 320' ;design; 220' :design: 320' :
Segment
1 1
6.801 5.0N 0.614
1 2.36 1 OAS ; 014
1 2.37 :
2.70; OA9 1 010
; OA9 1 OAO 1
Reach
-----------------------------------------------------------------------------------------------------
1 1
:
: ; :
; :
: ;
1 1
Segment
i
1 ;
0.401 5.00: 0.618
f
1 2AS ; OAS ; OX
i
1 2.39 ;
i
2.721 0.19 ; 0.30
i i
; OA9 1 0.00 1
Reach
-----------------------------------------------------------------------------------------------------
2!
1
: ; 1
1 ;
: 1
1 ; 1
Segment
Reach
'
2 ;
1 1
3.00: 57.00! 0.443
: i
i
; 012 ; 014 ; 0.71
! 1 ;
1 : : i
:39.57 ; 410: 0.32 ; 0.50
: 1 : ;
;
1 0.32 ; 0.00 1
! 1
-----------------------------------------------------------------------------------------------------
Segment
Reach
-----------------------------------------------------------------------------------------------------
3 :
1
4.001 5.001 0.629
! i
1 212 1 029 1 004
; :
; 2.43 1
: ;
2.771 0.19 : 0.30
!
; OA9 1 0.00 1
: Flow :
CBOD
1 NBOD :
D.O. :
1 cfs ;
mg/l
1 mg/l 1
mg/l :
Segment I
Reach i.
Waste
1 6.200 ! 60.000
1 90.000 1
0.000
Headwaters!
42.000 ;
2.000
1 1,000 1
9.280
Tributary
1 0.000 1
0.000
1 0.000 ;
9.280
* Runoff
1 0.880 1
2.000
1 1.000 :
9.280
Segment; I
Reach 2
Waste
1 1.317 1210.000
1 0.000 1
0.000
Tri.buta'r'•:
0.000 1
0.000
: 0.000 1
9.280
n. Runoff
0.880 1
2.000
1 1.000 1
9.280
Segment; 2 Reach I
Waste 1
0.969 t
83.000 !
0_000
5.000
Headwaters!
0.220 1
2.000 1
1.000 !
9.280
Tributary 1
0.000 !
0.000 1
0.000 ;
9.280
* Runoff 1
0.400 1
2.000 !
1.000 1
9.280
Segment 3 Reach
I
Waste 1
0.000 1
0.000 ;
0.000 ;
0.000
Headwaters!
0.000 !
0.000 :
0.000 1
9.280
Tributary :
0.000 1
0.000 .
0.000 .
9.280
* Runoff !
0.880 1
2.000 ;
1.000 :
9.290
* Runoff flow is in cfs/mile

WINTER
~ ^
MODEL
FOR KINBS
QW=4.0
MGD.
� 8eg # |
Reach
11 Seg M1
D.O. |
CBOD |
NBOD |
Flow |
1
1
0.00
8.09
9.46
12.45
48.20
1
1
0.20
8.11
9.40
12.36
48.38
1
1
0.40
8.14
9.34
12.27
48.55
1
1
0.60
8.17
9.28
12.19
48.73
1
1
0.80
8.19
9.22
12.10
48.90
1
1
1.00
8.22
9.16
12.01
49.08
1
1
1.20
8.24
9.10
11.93
49.26
1
1
1.40
8.26
9.04
11.85
49.43
1
1
1.60
8.29
8.99
11.76
49.61
1
1
1.80
8.31
8.93
11.68
49.78
1
1
2.00
8.33
8.87
11.60
49.96
1
1
2.20
8.35
8.82
11.52
50.14
1
l
2.40
8.37
8.76
11.44
50.31
1
1
2.60
8.89
8.71
11.36
50.49
1
1
2.80
8.41
8.65
11.28
50.66
1
1
3.00
8.43
8.60
11.20
50.84
1
1
3.20
8.45
8.54
11.13
51.02
1
1
3.40
8.46
8.49
11.05
51.19
1
1
3.60
8.48
8.44
10.97
51.87
1
1
3.80
8.50
8.38
10.90
51.54
1
1
4.00
8.52
8.33
10.82
51.72
1
1
4.20
8.53
8.28
10.75
51.90
1
1
4.40
8.55
8.23
10.68
52.07
1
1
4.60
8.56
8.18
10.61
52.25
1
1
4.80
8.58
8.13
10.53
52.42
1
1
5.00
8.59
8.08
10.46
52.60
1
1
5.20
8.61
8.03
10.39
52.78
1
1
5.40
8.62
7.98
10.82
52.95
1
1
5.60
8.64
7.93
10.25
53.13
1
1
5.80
8.65
7.88
10.18
53.30
1
1
6.00
8.66
7.84
10.11.
53.48
1
�
6.20
8.68
7.79
10.05
58.66
1
1
6.40
8.69
7.74
9.98
53.83
1
1
6.60
8.70
7.69
9.91
54.01
1
1
6.80
8.72
7.65
9.85
54.18
1
2
6.80
8.51
12.45
9.61
55.50
1
2
7.00
8.52
12.37
9.55
55.68
1
2
7.20
8.52
12.30
9.49
55.85
2
1
0.00
5.79
68.01
0.19
1.19
2
1
0.20
8.31
62.90
0.23
1.27
2
1
0.40
9.13
58.41
0.28
1.35
2
1
0.60
9.42
54.43
0.32
1.43
2
1
0.80
9.55
50.89
0.35
1.51
2
1
1.00
9.62
47.71
0.38
1.59
2
1
1.20
9.66
44.85
0.40
1.67
2
1
1.40
9.70
42.25
0.43
1.75
2
1
1.60
9.74
39.89
0.45
1.83
2
1
1.80
9"77
37.78
0.47
1.91
2
1
2.00
9.79
35.76
0.49
1.99
2
1
2.20
9.82
33.94
0.50
2.07
2
1
2.40
9.84
32.27
0.51
2.15
2
1
2.60
9.87
80.72
0.53
2.28
2
1
2.80
9.89
29.29
0.54
2.31
2
1
3.00
9.90
27.95
0.55
2.89
3
1
0.00
8.58
12.94
9.12
58.24
3
1
0.20
8.58
12.86
9.06
58.42
3
1
0.40
8.59
12.78
9.01
58.59
3
1
0.60
8.60
12.71
8.95
58.77
3
1
0.80
8.60
12.63
8.89
58.95
3
1
1.00
8.61
12.56
8.84
59.12
3
1
U 1.20
8.;61
12.48
8.78
59.30
MT,, WWTP W/

u.C) C�
I ^+I
u.zu
oe.f+7
3
1
1.60
8.68
12.33
8.67
59.65
3
1
1.80
8.63
12.26
8.62
59.83
3
1
2.00
8.64
12.19
8.56
60.00
3
1
2.20
8.65
12.11
8.51
60.18
8
1
2.40
8.65
12.04
8.46
60.35
3
1
2.60
8.66
11.97
8.40
60.53
3
1
2.80
8.67
11.90
8.35
60.71
3
1
3.00
8.67
11.83
8.30
60.88
3
1
3.20
8.68
11.76
8.25
61.06
3
1
3.40
8.69
11.69
8.20
61.23
8
1
8.60
8.70
11.62
8.15
61.41
8
1
3.80
8.70
11.55
8.10
61.59
3
1
4.00
8.71
11.49
8.05
61.76
| Seg # |
Reach
Seg Mi |
D.O. 1
CBOD |
NBOD |
Flow 1

WINTER
- � MODEL FOR KINGS MT. WWTP W/
^ ' QW=6.0 M8D.
^« ---------- MODEL RESULTS ----------
D1scharger o KINGS MOUNTAIN -PILOT BRANCH
Receiving Strezurl BUFFALO CREEK
The End D.O. is 18.36 mg/l.
The End CBOD is .36 mg/l.
The End NBOD is 1 1 l.25 mg/1.
U
____________________________________________________
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Segment 3
Reach 1
WLA
WLA
WLA
DO
in
CBOD
NBOD
DO
Waste Flow
(
Milepoint Reach # (mg/1)
_______ ____
(mg/1)
____
(mg/l>
(mgd)
7.
0
0.00` 1
60.00
90.00
0.00
6.00000
210.00
0.00
0.00
0.85000
5.79
0.00 1
0.00 1
83.00
0.00 5.00 0.62500
0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
/ ^
`
Discharger : KINGS MOUNTAIN -PILOT BRANCSubbasin : 030804
° Receiving Stream : BUFFALO CREEK Stream Classx C
Summer 71D10 : 19.6 W1nter 7010 : 42.
Design Temperature: 14.
|L[NGTH| SLOPE!
: mile | ft/m l
� | |
Segment 1 | 6.801 5.001
Reach \ | � |
| | |
Segment \ | 0.401 5.001
Reach 2 | | |
| | |
Segment 2 | 3.001 57.001
Reach 1 | � It
----------------------------
| | |
Seomont 3 1 4.001| 5.00|
Reach 1 | | 11
-------------------
IUClTY | DEPTH! Kd | Kd 1 Ku | Ku | KN | KN | KN8 1 KN8 |
fps | ft |dosi0n| 2200 !UpsiUo| 8201 |desigo| 3204 |Uesign| @200 1
0.641 | 2.38 1 0.18 | 0.24 | 2.48 2.831 0.19 | 0.30 | 0.19 1 0.00 |
1 | | | | <
| ( | It | | | | |
0,643 1 2.47 | 0.18 | 0.24 | 2.48 | 2.831 0.19 | 0.30 | O.\Y ( 0.00 |
( | | | |
|
10.443 | 0,52 | 0.54 | 0.71 :39.87 | 45.431 0.32 | 0.50 | 0.32 | 0.00 |
| | | | | | } | | | 13
i31 11 11 .1 11 1. 11 11 11
-------------------------------------------------------------------------
| CBOD
| NBOD
| D.O. 1
cfs|
mg/l
| mg/1
| mg/l �
oegme)-�t
I Reach I
Waste
9.300|
60.000
90.000
0.000
1 2.000
| 1.000
| 9.20-
Tributary |
0.000
| O.000
| 0.000
It 9.280
1
0.880
| 2.000
| 1.000
13 9.280
Reach 2
Waste
13
1.317
|210.000
0.000
( 0.000
|
0.000
1, 0.000
31 0.000
31 9.280
|
0.880
11 2.000
1.000
1 9.280
Spg(nell,,-b
2 Reach 1
Waste|
Fiea(jws|
0.969
0.220
11 83.000
| 2.000
1 0.000
| 1.000
1 5.000
( 9.280
16-4
|
0.000
1 0.0O0
| 0.000
1 9.280
CI |
0.400
| 2.000
| 1.00D
| 9.280
Segment.
3 Reach 1
Waste
11
0.000
| 0.000
| 0.000
11 0.000
s|
0.000
11 0.000
/ 0.000
9.280
Tr
|
0.000
1. 0.000
0.000
| 9.280
* Runo8'f
0.880
| 2.000
| 1.000
9.280
* RunCbff flow is in cfs/mile

WINTER
MODEL
FOR KIN89
- '
QW=6.0
MGD.
� 8eg # |
Reach
I Seo Mi |
D.O. /
CBOD
NBOD
| Flow |
" 1
1
0.00
7.60
12.51
17.13
51.30
1
1
0.20
7.63
12.44
17.02
51.48
1
1
0.40
7.65
12.36
16.90
51.65
~ 1
1
0.60
7.68
12.28
16.79
51.83
1
1
0.80
7.71
12.20
16.67
52.00
1
1
1.00
7.73
12"12
16.56
52.18
1
1
1.20
7.76
12.05
16.45
52.36
1
1
1.40
7.78
11.97
16.34
52.53
1
1
1.60
7.80
11.90
16.23
52.71
1
1
1.80
7.83
11.82
16.12
52.88
1
1
2.00
7.85
11.75
16.01
53.06
1
1
2.20
7.87
11.68
15.91
58.24
1
1
2.40
7.89
11.60
15.80
53.41
1
1
2.60
7.91
11.53
15.69
58.59
1
1
2.80
7.93
11.46
15.59
53.76
1
1
3.00
7.96
11.39
15.49
53.94
1
1
3.20
7.97
11.32
15.38
54.12
1
1
3.40
7.99
11.25
15.28
54.29
1
1
3.60
8.01
11.18
15.18
54.47
1
1
3.80
8.03
11.11
15.08
54.64
1
1
4.00
8.05
11.05
14.98
54.82
1
1
4.20
8.07
10.98
14.88
55.00
1
1
4.40
8.09
10.91
14.79
55.17
1
1
4.60
8.10
10.85
14.69
55.85
1
1
4.80
8.12
10.78
14.59
55.52
1
1
5.00
8.14
10.72
14.50
55.70
1
1
5.20
8.15
10.65
14.40
55.88
1
1
5.40
8.17
10.59
14.31
56.05
1
1
5.60
8.19
10.52
14.22
56.23
1
1
5.80
8.20
10.46
14.12
56.40
1
1
6.00
8.22
10.40
14.03
56.58
1
1
6.20
8.28
10.84
13.94
56.76
1
1
1 6.40
8.25
10.27
13.85
56.93
1
1
6.60
8.26
10.21
13.76
57.11
1
1
6.80
8.28
10.15
13.67
57.28
1
2
6.80
8.09
14.64
13.37
58.60
1
2
7.00
8.10
14.56
13.28
58.78
1
2
7.20
8.11
14.47
13.20
58.95
2
1
0.00
5.79
68.01
0.19
1.19
2
1
0.20
8.81
62.90
0.23
1.27
2
1
0.40
9.13
58.41
0.28
1.85
2
1
0.60
9.42
54.48
0.32
1.43
2
1
0.80
9.55
50.89
0.35
1.51
2
1
1.00
9.62
47.71
0.38
1.59
2
1
1.20
9.66
44.85
0.40
1.67
2
1
1.40
9.70
42.25
0.43
1.75
2
1
1.60
9.74
89.89
0.45
1.83
2
1
1.80
9.77
37.73
0.47
1.91
2
1
2.00
9.79
85.76
0.49
1.99
2
1
2.20
9.82
33.94
0.50
2.07
2
1
2.40
9.84
32.27
0.51
2.15
2
1
2.60
9.87
30.72
0.53
2.23
2
1
2.80
9.89
29.29
0.54
2.31
2
1
3.00
9.90
27.95
0.55
2.39
8
1
0.O0
8.18
14.99
12.70
61.84
3
1
0.20
8.19
14.91
12.63
61.52
3
1
0.40
8.20
14.82
12.55
61.69
3
1
0.60
8.20
14.73
12.47
61.87
3
1
0.80
8.21
14.65
12.40
62.05
3
1
1.00
8.22
14.56
12.32
62.22
3
1.20
8.23
14.48
12.24
62.40
MT. WWTP W/

�
z
z.+o
8.��4
14.39
12.l7
62.57
3
1
1.60
8.25
14.31
12.10
62.75
3
1
1"80
8.26
14.23
12.02
62.93
3
1
2.00
8.27
14.14
11.95
63.10
3
1
2.20
8.28
14.06
11.88
63.28
3
1
2.40
8.28
13.98
11.80
63.45
3
1
2.60
8.29
13.90
11.73
63.63
3
1
2.80
8.30
13.82
11.66
63.81
3
1
3.00
8.31
18.74
11.59
63.98
3
1
3.20
8.32
13.66
11.52
64.16
3
1
8.40
8.33
13.59
11.45
64.38
8
1
3.60
8.84
13.51
11.38
64.51
3
1
8.80
8.35
13.43
11.32
64.69
8
1
4.00
8.86
18.86
11.25
64.86
| Seg #
,
,,
Reach
U
Geg Ili |
D.O.
CBOD |
NBOD |
Flow |

DIVISION OF ENVIRONMENTAL MANAGEMENT
July 10, 1987
M E M O R A N D U M
TO: Forrest Westall
FROM: Randy DoddC
THROUGH: Trevor Clements
Steve W. Tedder
SUBJECT: Instream Assessment for Kings Mountain, Pilot Branch
The City of Kings Mountain has requested an SOC to add 0.853 MGD to the
Pilot Plant. The plant is currently discharging 3.04 MGD to Buffalo Creek
("C" waters). Seventy percent of the plant flow is derived from industrial
sources. The 7Q10 of Buffalo Creek is 19.6 cfs. The outfall from Celanese
Fibers (0.85 MGD) is located 6.8 miles below the Kings Mountain outfall.
Minnette Mills (0.625 MGD) discharges to Lick Branch three miles upstream of
its mouth. Lick Branch enters Buffalo Creek 0.4 miles below Celanese Fibers.
Buffalo Creek enters South Carolina 0.8 miles below this point. A schematic
of the system is presented in Figure 1.
Dissolved Oxygen Analvsis
A Level B modeling analysis was completed to assess the impact of an
addition of 0.853 MGD of wastewater. Major model inputs (Table 1) were based
upon assimilative capacity data, available self -monitoring data, and permit
conditions for Celanese Fibers and Minnette Mills.
At current conditions, the predicted DO sag is 5.27 mg/l. With the
additional flow, the predicted DO sag is 5.08 mg/l. The additional sag is not
significant by EMC criteria. The sag point is 0.8 miles below the state line.
Toxicity
Five 48 hour static bioassays have indicated no acute effluent toxicity
on three occasions, and partial mortality (<50%) twice. No chronic data are
currently available.
The additional wasteflow will be comprised of 0.6 MGD of textile wastew-
ater, 0.2 MGD of plastics and synthetic manufacturing, and 0.053 MGD of
domestic wastewater. The current IWC is 19.3%. With the SOC flow, the IWC
will be 23.5%.
Summary and Recommendations
The addition of 0.853 MGD is not predicted to have a significant impact
on the oxygen resources of Buffalo Creek. Because of the lack of effluent DO
data, it is recommended that an effluent DO monitoring requirement be
included.

There is concern for the potential for a toxic impact from the wastew-
ater. It is therefore recommended that a chronic toxicity monitoring requi-
rement be included in the SOC.
RD:ps
i'
cc: Kent Wiggins
L.P. Benton, Jr.
Table 1. Major Model Inputs
1
Qw (MGD)
BOD ult
BODS (mg/1),
NH3-N (mg�l),
DO (mg/1)
7Q10 (cfs)
Kings Mountain—
3.04, 3.893
78
30
4
0
19.6
Celanese Fibers
1. SOC'limits and self -monitoring data
2. Permit conditions
3. Assumed. No data available
r.
0.85
210
70
0
0
25.6
Minnette Mills2
0.625
83
27.8
0
5
0.22

FIGURE 1
SCHEMATIC OF BUFFALO CREEK
KINGS
MOUNTAIN
PILOT
CELANESE
0,4
O,8
LICK
BRANCH
MINNETTE
.� MILLS

P,�,�
-) Q LI
AOee
J,'. ,
Q�
3.loy
o°6S
o-,bzS
31S13
3 y C
too
C�[2f0—
�aj O
1.9, (6
4,4
)51
ifs
.Jr
25
WkJ
y� Y,�«
-
bow
45
'�aio - 19L
Iw_..... e, KA
�Dh=3 1
5L

MEMO
T 'J DATE: -7 (6' U `
TO: v0.�-r�C'- SUBJECT: ��-U oZ•C�737
U<e� W WTP
reivesi-eJk1LA-5 on 4-N8.1
3,U(4,01 a1c� �,V !✓�L� (7_ J 1x5� �i�
c1
f I
6 4 •0 N�c iT� 6j4 c_re cnl� te,rrn I�- 'T � �f
`"er�
T n �t/4 (�
�tcP e L+%%s
Irk-�
(cA,0 (r � ca A
s.,.srNc,
G 3" North Carolina Department of Natural
�R" Resources &Community Development

ail
i
Al
I,
�--M _ /lo ,tea-•rt n.�-- � y, v4-c C7�k-
r
r
N W a.a 'n VY, 16-G.�P
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� "'� Y`- �`�-•� l,,;r..�-`� n "� _ l o_� r�..X,� aX . _ _ �°^"'"`� `�'��.
r
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4-0
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j
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i l ✓Y�Qrto,, �� vr' -- T•�* ��M� 4`'-. V Lim • �`.�+""t �y
- -
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1

Request Form for In -stream Assessment for 67B
NAME OF FACILITY ��• s j .. f���.�L n SUBBASIN �D C�30AOS
. S k
COUNTY 1CYG REGION -4o DESIGN FLOW 3,6
I�
RECEIVING ` STREAMS-,�0 M �`
l
,i
BACKGROUND DATA
A. Why is SOC needed? (Facility is out of compliance with which
effluent limits? Ir I&w
JS
B. History of SOC requests:
1.,Monthly Average
waste flow
prior to any SOC
3, t�� mgd
2. "SOC flow added:
Date:
flow:
mgd
Date:
flow:
mgd
Date:
flow:
mgd
total f v'
t o previously
ly approved
w•
SOC f to /I/OytR-�
mgd
g
3. Flows lost from
plant
flow: AldVe mgd
4. This SOC request
flow: v, S 3
mgd
5. Total plant flow
post-SOC
I(sum of original
flow and
SOC flow minus
losses)
flow: .3. k93
mgd
6. Is this an accurate flow balance for plant? Why/why not?
C. Please attach DMR summary for past year for all permitted parame-
ters. If possible, include reports from previous years if
facility has been under SOC for more than a year. RECEIVED
,JUL 6 1987
'ECHNICAL SERVICES BRANCH

THIS SOC :
A. Request is for domestic or industrial waste? If it is a combin-
ation, please specify
G'orK• a c� percentages.
�eC V17 .QDl C%d '4 Lc iB. What type of industry? Please attach any pertinent data.. N
%e.X7VC-. 6.Cp AteG h
7%5f cs sa,y7,af �r .xFy, o. 2-
W . 6 S3
C. The region proposes the following SOC limits:
BODS_ 30--_mg/1
NH3 mg/1
DO_ --mg/1
TSSAC Q mg/l
fecal coliform /a" #/100ml
PH l-7 SU
A-e_eW `—/Lb'" NPDt-S
cf�W Se (,[ ,�.��.- 4- j r!!S" Ifs,

NPDES PRETREAI%.=T INFORMATION REQUEST FORM
;FACILITY NAME: < jAfi;z S tit TN. — /' LUT CkNPDES NO. NCO 2- O 7 3
WWTP
PZXMTM: -1 C-3 DATE: / e7 PMION:
PEFM.+ CA Vr.LUlG PRF.TREAITA .WL
1 1
'this facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development ;
Phase I due
1 Phase II due / / ;
1 — —
1
Additional Conditions
1
1 (attached) ,
This fac+lity is currently implementing a pretreatrne.Zt program.
Please include the following conditions:
1 Program Implerentation ,
1 '
Additional Conditions
1 (attached) ;
1
1 '
SIGTIFICW.P INDUS"LRIAL US.F.R.S' (SIUs) CONTRIBUTIONS
SIU FLaw — TOTAL: 3.17. MGD i
1 �
' — COM.POSITICN : TE.'YTILE: 3.047 MGD
METAL FINISHING: 0.073
MGD
>G 1
1G
1 MGDV
1 .
1
1 -
1
P
; A
----DAILY TOAD
IN LABS/DAY n,Tun�
aEr+�ov�ic
Ii�y
'
jAI�IaWBLE
DQSTIC
EFFIC�EBSERve
t
1 Cd
3.13
o.oi
°=
9z
crj
26.06
0. 12
0 . gz
7C
cu:
10 .42
0.23
3.93
1
Nil
9. A 0
0.12
1. 22
' Pb'
1.77
131
Zn;
12.�)L0
0.10
2.65
_77
;
1.53
p.68
59 i
' Phenol;
Other -14'
0.19
a . 01
0.03
_ 186 i
1
;�0• e5
a .0(0
� 1
Rnc ,1, 7 / 6 / 9 7 : REVIEWED BY: Zj 7 /_./_�

SUMMER
Seg # 1 Reach # 1 Seg Mi 1 D.O. I
1. 1
0.00
6.00
1 1
o.20
5.92
1 1.
0.40
5.85
i 1
0.60
5.78
1 1
0.GO
5.72
1 1
1.00
5.67
1 1
1.20
5.63
1 1
1.40
5.59
1 1.
1.60
5.55
i. 1
1.80
5.52
1 1
2.0u
5.50
1 1
2.20
5.47
1 1
2.40
5.46
1 1.
2.60
5.44
1 I.
2.80
5.43
1 1.
3.00
5.42
1 1.
3.20
5.41
1 1
3.40
5.41
1 1
3.60
5.41
1 1
3. SO
3.41
1 1.
4.00
5.41
1 1
4.20
5.41
1 :I.
4.40
5.42
1 1
4.60
5.43
i 1
4.80
5.44
1 1
5.00
5.45
Y 1
5.20
5.46
1. 1
5.40
5.47
1. t
5.60
5.48
1 1
5.90
5.49
I. 1.
6.()C)
5.51
1 Y
6.-t0
r_
J.32JL.
1 1
6.40
5.54
I. 1
6.60
5.55
1. 1
6.80
5.57
1 2
6.SO
5.34
1 2
7.00
5..31
1 2
7.20
5.28
2 1.
0.('))
1.38
2 1
C).20
5.20
2 1
0.40
6.15
2 1
0„60
6.42
2 1
C) . 80
6.54
2 1
1. it)
6.61
2 1.
1..2G
6.67
2 1
1.40
6.72
2 1
1.b0
6.77
2 1.
1..80
6.81
2 1.
R,00
6.85
2 1
2.1,
6.88
2 1
'2., 40
6.92
2 1
60
6.95
2 1
2 ., 9'l
6.97
2 1
3. �0
7.00
3 1
0.0C)
5.40
3 i
0.20
5.37
3 1
?.40
5.35
3 i
0.6C)
5.33
3 1.
{).SO
5.31
3 1
1 . C)C)
5.30
KINGS MTN. SOC RUN
CURRENT'
CONDITIONS
CBOD
1 NDOD 1
Flow I
13.24
4.29
24.31
13.04
4.21
24.49
12.85
4.1.3
24.66
12.65
4.05
24.34
12.46
3.97
25.02
12.28
3.90
25.19
12.10
3.82
25.37
11.92
3.75
25.54
1.1.74
3.68
25.72
11.57
3.61
25.90
1.1.40
3.54
26.07
11.24
3.48
26.25
ll.07
3.41
26.42
10.91,
3.35
26.60
10.76
3.29
26.73
10.60
3.22
26.95
10.45
3.17
27.13
10.30
3„11
27.30
10.16
3.05
27.48
10.01
3.00
27.66
9.87
2.94
27.83
9.73
2.89
28.01
9.60
2.84
29.18
9.46
2.79
28.36
9.33
2.74
29.54
9.20
2.69
29.71
9.08
2.64
28.89
8.95
2.59
29.06
8.83
2.55
29.24t
8.71
2.50
29.42
8.59
2.46
29.59
8.47
2.42
29.77
8.36
2.37
29.94
8.25
3aAn A�'5
30.12
8. 14
29
30.30
16.55
A2.20
31.61
1/
vk
31.79
-T-
2i
1.9-�
1 . 19
62.29
9� i).PIPO
04,27
57.28
2 7
� .35
52.86
�n�, r
f ttiN'-t 1.43
48.94
34r5
1.51
45.44
42.30
60
36 AA1oII� 1� 59
r"C). 8 �� l 1 .67
39.46
`1i.40
1.75
36.90
0.42
1.63
34.57
0.44
1.91
32.45
0.45
1.99
30.51
0.46
2.07
28.73
0.47
2.15
27.09
0.4.8
2.23
25.59
0.49
2.31
24.19
0.50
2.39
16.67
2.01
34.35
16.46
1.98
34.53
16.26
1.95
34.71
16.05
1.92
34.88
15„85
1.90
35.06
15.66
1.87
35.23
'?3. ob- 3(7

"
^J.
. L
./.c,
1u."To
^.o'k
3
11.40
5.28
15.27
1.81
35.59
3
11.60
5.28
15.08
1.79
35.76
3
11.80
5.P7
14.90
1.76
35.94
3
1
5.27
14.71
1.74
36.11
8
1
12.20
5.27
14.53
1.71
36.29
3
1
2.A.0
5.27
14.36
1.69
36.47
8
1
5.28
14.18
1.66
36.64
3
1
5.28
14.01
1.64
36.82
3
1
5.29
13.84
1.61
36.99
3
1
3.20
5.29
13.67
1.59
37.17
3
1
5.30
18.50
1.57
37.35
3
1
5.31
18.34
1.55
37.52
3
1
13.60
80
5.3P-
13.18
1.52
37.70
3
1
00
5.33
13.02
1.50
37.87
°

CIA
r2 41 ��C)l
�_/
a .- 3. oti1Gh
¢.Osc1(d 6,0�1G�
6 fo Ff - 6za
6yM�
-
790
914 _
S7��o�,,
s
n�c�7c�iay-o

t 1 s
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
March 16, 1987
MEMORANDUMy ,=+,
�,. F�C.
L
a s
TO: Trevor Clements MAR 1
Technical Services -�..
THROUGH: Forrest R. Westall
Water Quality Region rvisor
FROM: James R. Reid, Environmental Chemis
Water Quality Section/Asheville Regi Palffice
SUBJECT: City of Kings Mountain Pilot Plant
NPDES Permit Number NCO020737
Buffalo Creek
Cleveland County, North Carolina
The City of Kings Mountain formerly held an NPDES permit for their
Pilot Creek wastewater treatment plant to discharge 4.0 MGD of treated
domestic/industrial wastewater to Buffalo Creek. The 4.0 MGD total
capacity of the plant was the sum capacities of three parallel
treatment trains of 2.0 MGD, 1.0 MGD and 1.0 MGD capacities. During
the term of the 4.0 MGD permit, the City did not need the total
capacity of the plant and allowed one of the 1.0 MGD plants to fall
into disrepair.
At the time of renewal of the Pilot Plant's permit, the 1.0 MGD
treatment train was still not functional, and the Division renewed the
NPDES Permit'with a flow limitation of 3.0 MGD. The City has recently
expressed an interest in re -activating the idle 1.0 MGD treatment units
and in implementing a program of general improvements.
Due to uncertainties surrounding the level of treatment required
to protect water quality standards in Buffalo Creek, the staff
Interchange Building, 59 Woodfin Place, P.Q. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Trevor Clements
Memorandum
March 16, 1987
Page Two
needs wasteload information in planning for ultimate use in the Buffalo
Creek basin's Information is also needed in order to adequately advise
the City of!Kings Mountain in how best to plan for their future
wastewater treatment needs. Please model the following scenarios for
Kings Mountain and Buffalo Creek:
4.0 MGD discharge from Pilot Plant to Buffalo Creek
6.0 MGD discharge from Pilot Plant to Buffalo Creek
Thank you for your assistance. If there are questions or
comments, please contact us.
JRR:ls
Enclosure

• EMS • Laboratories, Inc.
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
(704) 392- N C Cert. # 98
REPORT DATE
2/ 13/87
EMS SAMPLE # 2163
P.O. # -r. Lk
DATE RECEIVED
2/06/87
SAMPLE TYPE GRAB X COMPOSITE
REPORT
NUMBER
SAMPLE SOURCES WASTEWATER X DATE SAMPLED 2/02/87 9:00 am
Anvil Knit # 1
SLUDGE COLLECTED BY t�l_� YN"t S
BILL TO: City of Kings Mountain REMARKS y 1
OIL � Pz`i -�
P. 0. Box 429 - No. 2 2 4 E
Kings Mountain, NC 28086 LEACHATE Samples Received Preserved
ATTN: Kim Moss Do not pay Iron
OTHER According to EPA Guidelines this copy
PARAMETER RESULTS DATE ANALYZED ANALYST METHOD OF ANALYSIS CHARGE
Oil And Grease 46. 2/9 MR 413.1
Ammonia Nitrogen 0.36 2/9 DF 350.2
Cyanide, CN ND @ <0.01 2/9 DM 335.2
Phenol 0.31 ,/ 2/10 MR 420.1
Arsenic, As ND @ <0.01 2/12 DF 206.2
Mercury, Hg ND @ <0.001 2/11 DF 245.1
Silver, Ag ND @ <0.01 2/10 DF 272.1
Cadmium, Cd 0.003 2/10 DF 213.1
Chromium Cr 0.08 1
0 DF 21811
Copper, 0.09 2/10 DF 220.1
Lead, Pb ND @ <0.05 2/10 DF 239.1
Nickel, Ni 0.04 2/10 DF 249.1
Zinc, Zn 0.20 2/10 DF 289.1
1DH 8.6 2/2 KM
13.0. D. 5 74.0 2/2 KM
All results reported in mg/l unless otherwise noted.
ND — Analyte not detected at detection limit indicated.-
C. 0. 1). 795 2/2 KM
T.S.S. 54 2/2/ KM
T.R.S. 773 2/2 KM
$222.00
w -
DATA REVIEWED BY: REPORT COPY

EMS- Laboratories, Inc.
REPORT DATE 2/13/87
DATE RECEIVED
2/06/87
-
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA
28216
EMS SAMPLE # 2164
REPORT
[phone]
NC Cert. # 98
T.
T OU �1%
X
NUMBER
P•0. #
SAMPLE TYPE
GRAB COMPOSITE
SAMPLE SOURCES
WASTEWATER X
DATE SAMPLED
2/03/87 10:00 am
Anvil Knit #2
SLUDGE
COLLECTED BY
� � I
_ l �M M c ;, 5
BILL TO: City of Kings Mountain
OIL
REMARKS
P. 0. Box 429
_
No. 2 2 4 c
Kings Mountain,
NC 28086
LEACHATE
Samples Received Preserved
ATTN: Kim Moss
Do not pay fro
OTHER
According to EPA Guidelines
this Copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
50.
2/9
MR
413.1
Ammonia Nitrogen
1.06
2/9
DF
350.2
Cyanide, CN
ND
@
<0.01
2/9
DM
335.2
Phenol
0.81
2/10
MR
420.1
Arsenic, As
ND
@
<0.01
2/12
DF
206.2
Mercury, Hg
ND
@
<0.001
2/11
DF
245.1
Silver, Ag
ND
@
<0.01
2/10
DF
272.1
Cadmium, Cd
0.010
2/10
DF
213.1
Chromium, Cr
0.02
2/10
DF
218.1
Copper, Cu
0.28
2/10
DF
220.1
Lead, Pb
ND
@
<0.05
2/10
DF
239.1
Nickel, Ni
0.06
2/10
DF
249.1
Zinc, Zn
0.07
2/10
DF
289.1
'PH
10.6
2/3
KM
R.O.n.5
190.0
2/3
Km
All
results
reported in
mg/1 unless otherwise noted.
ND na-yte not e=tecte-d--at -detection limit- indicated: -_
C.O.D. 450 2/3
T.S.S. 33 2/3 KM
T.R.S. $222.00
a
DATA REVIEWED BY: REPORT COPY
i

' EMS' Laboratories, Inc.
REPORT DATE 2/13/87
nnrc gc�GiuEp
2/06/$7
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA
28216
EMS SAMPLE # 2165
REPORT
[phone]
NC Cert. # 98
P.O.
NUMBER
#
SAMPLE TYPE
GRAB X COMPOSITE
. SAMPLE SOURCES
WASTEWATER X
DATE SAMPLED
2104/87 10.00 am
Anvil Knit ��3
SLUDGE
5
COLLECTED BY
M•!y o S
of KingsVountain
BILL TO: CityOIL
REMARKS
Dic � 13
P. y• Box 429
—
No. 2 2 5 C -
Kings Mountain,
NC 28086
LEACHATE
Samples
RAeAjyAd PrpSprvpd
ATTN: Kim Moss
Do not pay froi
OTHER
According
to EPA r iid i in -s
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
58.
2/9
MR
413.1
Ammonia Nitrogen
3.14
2/9
DF
350.2
Cyanide, CN
ND
@
<0.01
2/9
DM
335.2
Phenol
0.72
2/10
MR
420.1
Arsenic, As
ND
@
<0.01
2/12
DF
206.2
Mercury, Hg
ND
@
<0.001
—2/11
DF -
245.1
Silver, Ag
ND
@
<0.01
2/10
DF
272.1
Cadmium, Cd
0.0Q9
2/10
DF
213.1
Chromium, Cr
0.02
2/10
DF
218.1
Copper, Cu
Lead, Pb
0.18
2/10
DF
220.1
Nickel, Ni
ND
@
<0.05
0.06
2/10
2/10
DF
239.1
Zinc, Zn
0.07
2/10
DF
DF
249.1
289.1
pH
10.4
2/4
KM
13.0.D.5
83.5
2/4
WA
All
results
reported in
mg/1 unless otherwise noted.
ND -
--
Analyte
- ---
not detected at detection --limit indicated.=
- - --
C.O.D.
600
2/4
KM
T.S.S.
4.3.5
2/4
Km
T.R.S.
2,170
2/4
KM
$222.00
r
DATA REVIEWED BY:
REPORT COPY

' EMS' Laboratories, Inc.
REPORT DATE 2/13/87
DATE RECEIVED
2/06/87
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
EMS SAMPLE # 2166
REPORT
[phone]
Cert. #
�•u ��
NUMBER
NC 98
P.O. # •
SAMPLE TYPE
GRAB X COMPOSITE
SAMPLE SOURCES
WASTEWATER X
DATE SAMPLED
2/05/87 10:00 am
Anvil Knit #4
SLUDGE
COLLECTED BY
- ft I M
BILL TO: City of Kings Mountain
OIL
REMARKS`-�-
P. 0. Box 429
No. 2257 '
Kings Mountain, NC
28086
LEACHATE
Samples
Received Preserved
ATTN: Kim Moss
Do not pay frog
OTHER
According to EPA Guidelines
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
68.
2/9
MR
413.1
Ammonia Nitrogen
0.98
2/9
DF
350.2
Cyanide, CN
ND @
<0.01
2/9
DM
335.2
Phenol
0.77
2/10
MR
420.1
Arsenic, As
ND @
<0.01
2/12
DF
206.2
Mercury, Hg
ND @
<0.001
2/11
DF
245.1
Silver, Ag
0.02
2/10
DF
272.1
Cadmium, Cd
0.006
2/10
DF
213.1
Chromium, Cr
ND @
<0.01
2/10
DF
218.1
Copper, Cu
0.26
2/10
DF
220.1
Lead, Pb
ND @
<0.05
2/10
DF
239.1
Nickel, Ni
0.05
2/10
DF
249.1
Zinc, Zn
0.06
2/10
DF
289.1
BOD
94.
2/11
DF
405.1
COD
19032.
2/10
DF
410.1
All results reported in mg/l unless otherwise noted.
ND - Analyte not detected at detection limit indicated.
T.S.S 35 2/5 KM $255.00
T.R.S. 2,750.0 2/5 ~ KM
DATA REVIEWED BY: 4!� d.1
/ l_ / REPORT COPY

PILOT CRFM LABORILTORY
Report Date
2/13/87
Date Received 2/2/87
City of Kings Mountain NC
1013 N. Pie&nont Ave. * Kings Mountain NC
P.C. Sample #
#002
.. ..........
704 739 7131
SAMPLE SOURCE : Anvil -Knitwear #1
Sample Type
Grab Ctniposite X
Wastewater
X
Water. Sludge
T0: Anvil Knitwear Co.
Date Sampled
2/2/87
Collected By Kim T. Moss & Ji.mny McClain
304 Linwood Road
Kings Mountain NC 28086
RHZS' Samples Perserved according to EpA Giidelines `
PAPAMFI=
RFC MTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
Tenverture
22.0 c
2/2/87
KM
Standard Methods -nth atic
pH
8.6 units
2/2/87
KM
Standard Methods MthEditic
B. 0. D.5
74
2/2/87
KM
Standard Methods 3.5thEdi.tic
C.O.D.
795
2/2/87
JM
Standard Methods .ehEd.itic
T.S.S.
54
2/2/87
JM
Standard Methods Z.*hFditic
T.R.S.
773.8
2/2/87
JM
Standard Methods 1ehFditic

PILOT CRT'.k,K tMRAT. 01W
Report Date 2/13/87
Date
Rece�ved 2/3/87
City of Kings Mountain NC
1013' N. Pieffiont Ave.* Kings Mountain NC
P.C. Sample # #002
704-739 7131
SAMPLE SOURCE : Anvil -Knitwear
#2
Sample Type
Crab
Composite X
Wastewater X
Water'
Sludge
TO: Anvil Knitwear Co.
Date Sampled 2/3/87
Collected By
Kim T. P,bss & Jimmy McClain `
304 Linwood noad
Kings Mountain NC 28086
Rig' Samples Perserved according
to EPA Guidelines `
P '' j
RFISULTS
DATE ANALYZED
ANALYST
METHOD CAE' ANALYSIS
Tgmperture
22.0 c
2/3/87
KM
Standard Methods -Isth itit
pH
10.6 units
2/3/87
KM
Standard MethodslV. UVAitic
B.O.D.5
190.9
2/3/87
RA
Standard Methods 15thDditic
C.O.D.
450.6
2/3/87
JM
Standard Methods 3itic
T.S.S.
33.6
2/3/87
RM
Standard Methods a"Ld itic
T.R.S.
-
-
-
Standard Methods litic
All Results reported
mg/1 unless otherwise noted.
DATA RE' 7M , BY M17

PIL IP CRC{ LABORAGORX
City of Kings Mountain NC
1013 N. Pia ftont Ave. ' Kings Mountain NC
704-739-7131
SAMPLE SOUSE : Anvil . Knitwear # 3
T0: Anvil Knitwear Co.
304 Linwood Road .
Kings Mountain SIC 28 08 6
PARANIF,TF,R
Tenperture
pH
B.O.D.5
C.O.D.
T.S.S.
T.R.S.
_... _.. All
DATA BY
Report Date 2/13/87 Date Received 2/4/87
P.C. Sample # #002
Sample Type Grab Coniposite X
Wasbe- ter X Water Sludge
Date Sampled 2/4/87 Collected By Kim T. Noss & JiitaYty McClain
Samles 1erserved according to FPA G&ideli.nes
RESULTS
DAZE ANALYZED
AMUST
METHOD OF ANALYSIS
0
22. 0 c
2/4/87
KM
Standard Methods :i� d ah- tic
10.4 units
2/4/87
FMStandard
r
MethodsjythF iti(
83.5
2/4/87
KM
Standard Methods 3.#hFditic
600.5
2/4/87
KM
Standard Methods 3�Fditic
43.5
2/4/87
KM
Standard Methods IL*hFr3itic
2,170.3
2/4/87
iM
Standard Methods 1*hDditic
)orted in mg/1 unless otherwise rooted.
- Y v4q/

PIU)TCREEX LABORATORY
City of Kings mountain NC
1013' N. Piedmont Ave.* Kings Mounta n, NC
704-739-7131
SAMPLE SOURCE: Anvil Knitwear Co. #4
TO: Anvil Knitwear Co.
304 L:Lnwx)d Road
Kings Mountain NC 28 08 6
Report Date 2/13/87 Date Received 2/5/87
P.C. Sample # #002 .
• »
Sarrple Type Grab Cm-posite X
Wastewater X - - Water' Sludge
Date Sampled 2/5/87 Collected By Kim T. moss & Jimtny McClain
REMuw' Samles perserved according to EPA Guidelines
PARAMRM RF-SULTS DATE ANALYZED ANALYST METHOD CF ANALYSIS
Taqmrture
21. Vc
2/5/87
KM
pH
10.6 units
2/5/87
KM
B.O.D.5
94.0
2/5/87
KM
C.O.D.
1.032.9
2/5/87
KM
T.S.S.
35.0
2/5/87
JM
T.R.S.
2,750.8
2/5/87
JM
in mg/l unless otherwise rested.
Standard Methods .,Sth&U.ti(
Standard Methods L-T, thFditic
Standard Methods tic
Standard Methods 3ehFditic
Standard Methods1 Fditic
Standard Methods l6thEditic

'
EX1iIl3I"if ' 2. i
(January 18, 1985)
PRELIM DATA CODING
SHEET
A.
POTY NAM IoDl eZ
ADORFM
CITY
STATE
S.
CONTACT KW FOR ADDITIMAL INFowATTOsi
TELEPHONE
C.
POTY AVG. FLOU (MI
POTN DESIGN Fl-cw ( po )
H. SLUDGE DISPOSAL p+E HW
K. MIT OPERATIONS PRESENT:
0.
INDUSTRIAL Flow (MGD)
Land Application
Primary Clarification Filtration
DMEMC FLU (p=)
(Food Chain}
Land Application
Activated Sledge Polishing Pond/Lagoon
I/T FLOW (Am)
Landfill
Trickling Filter/RSC Gravity Thickening
Ocean Duping
Aerated Lagoon Flotation Thickening
E.
SLLUIM FLDy To DIGESTER p�
( )
Incineration
Other Secondary Aerobic Digestion
SLUDGENitrification
FLOW 70 DISPOSAL (p06p}
Other
Anaerobic Digestion
Other Other
F.
TOTAL / pOLIxouMIES
TOTALI / INOiISTRIES
I. SLUDGE Z SOLIDS
L. LEVEL OF TREATxM (1'. 2-. 3')
E.
SAFEl'YJESPANSIOD FACTOR
J. FED. SLUDGE CRITERIA:
M. DES 1GA: B00 TSS
Soil CEC
Site Use
N. EFre.UEXT DISPOSAL IETHOOI: S
Duration
(m ) Stream Estuary
C Site Use Area Lake Groudwter
41ze, �� ItJD r • 7 (Acres} Ocean
Ica. 4. RECEMING STREW FLOW (�)
OR DILMnd RATI m 4 .
P.
Q.
R.
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j �.
6 x� 7 ��
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tw
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2. TSS
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21.
23.24.
I 24:if

PIUCP- CREBx UMORATORY
City of Kings Mountain NC
1013' N. Piedmont Ave. * Kings Mountain NC
704-739-7131
SAMPLE SOUrcE : S'pectr= #1
TO. SpectnIIn Dyed Yarns
P.O. 90X 509
Kings Mounta V1C 28086
Report Date 2/13/87 Date Received 2/2/87
P.C. Sample # #001
Sample Type Grab Composite X
Wastewater X Water Sludge
Date Sampled 2/2/87 Collected By Ronnie Tignor
' Sanples preserved aceordinq to EPA Guidelines
PARRMF= RRSMTS DATE ANALYZED ANALYST M=OD C F ANALYSIS
Temperture
24.40c
2/2/87
JM
Standard Methods hE Lti
pH
9.5 units
2/2/87
JM
Standard Methods 1V thEditi,
✓B.O. D. 5
113
-_�2/2/87
JM
Standard Methods 3.�Editi.
C.O.D.
525
2/2/87
JM
Standard Methods _:hBditi
11.5
2/2/87
.TM
Standard Methods Z#hEditi.l
T.R.S.
21128
2/2/87
JM
Standard Methods ld:h.Editi�
All Results reported in mg/1 unless otherwise noted.
DATA KCVIENID BY

PIIDIP C:R T.ABORA'nORY
City of Kings Mountain NC
1013 N. Pi ediront Ave. ' Kings Mountain NC
704-739-7131
SAMPLE SOURCE:-Spectnnn #2
Tp: Spectrum T)yed Yarns
P.O. Box 509
— -Kings Mountain NT C - 28 09 6 -
Report Date 2/13/87 Date Received 2/3/87
P.C. Sample # #001
Sample Type Grab Composite
Wastewater X� Water' Sludge
Date Sampled 2/3/87 Collected By Ronnie Tignor
REMAM" Samples uerserved according to EPA Guidelines
XF
PARAMP,M
RESULTS
DATE ANALYZED
ANALYST
MEE:THOD CF ANALYSIS
Tenperture
21.20c
2/3/87
KM
Standard Methods :.th
6Editi
pH
9.6 units 2/3/87
KM
Standard Methods M thBditi
B.O.D.5
48
2/3/87
JM
Standard Methods 2L5thFditi.
C.O.D.
400
2/3/87
KM
Standard Methods 3.,J--hBdit-,
T.S.S.
23
2/3/87
RM
Standard Methods I.6thBditi
T.R.S.
-
-
-
Standard Methods 1,j--hEditi,
All Rets reported
in mg/l unless otherwise rusted.
DATA REVIEWED BY
�v

PI10-r CMM LABORATORY
City of Kings Mountain NC
1013 N. Pi e&mnt Ave o ' Kings Mountain ?.IC
704-739-7131
SAMPLE SOURCE: SDwtrL n # 3
TO: SDwtrtmn 1?yed Yarns
P.O. Box 509
-icings- .Mountain NC - 28 08 6 --
Report Date 2/13/87 Date Received 2/4/87
P.C. Sample # #001
Sample Type Grab Composite X
Wastewater X Water* Sludge
Date Sampled 2/4/87 Collected By Ronnie Tignor
REMARKS Samples-perserved according to EPA Gul.iedlines
PAPA PUM RvSULTS DATE ANALYZED ANALYST METHOD CF ANALYSIS
Temperture
o
10 c
' . 2/4/87
��, ��
Standard Methods .�5�Fr3iU
pH
9.3 units
2/4/87
K`'I
Standard Methods 3Y thFditi(
B.O.D.S
56
2/4/87
KM
Standard Methods 1,5thEditi(
C.O.D.
350
2/4/87
JM
Standard Methods W 3_ . itic
T. S. S.
10.5
2/4/87
JIM
Standard Methods Z*bEditic
T.R.S.
21140
2/4/87 -
104
Standard Methods 16thEditic
All Results reported in mg/1 unless otherwise noted.
DATA REVIUM BY r

PILOT UUM t ABORUORY
City of Kings Mountain NC
10134. Piedmont Ave.' Kings Ypuntai.n NC
704-739-7131
SAMpLF SOUpCE : Spectrum #4
TO; SpectrLzn ivied Yarns
P.:OBox 509
Kings Mounbiin--NC 28086
Report Date 2/13/87 Date Received 2/5/87
P.C. Sample # #001
Sample S4Am Grab Composite x
Wastemter x Water' Sludge
Date Sampled 2/5/87 Collected By Ronnie Tignor
RIMEO* Samples Perserved according to EPA Guidelines
PARRNIF;TF.,R
RVSULTS
DATE ANALYZED
ANALYST
ME,'THOD CAE' ANALYSIS
Texture
12.°c
2/5/87
KM
Standard Methods.th
BdItj
pH
9.7
2/5/87
KM
Standard Methods M thBditi
B.O. D. 5
52.0
2/5/87
JM
Standard Methxods2L,5th.Editi
C.O.D.
444.0
2/5/87
KM
Standard Methods 3�iti,
T.S.S.
25.5
2/5/87
BM
Standard Methods Z#hBditi,
T.R.S.
2.*277.0
2/5/87
KM
Standard Methods 1d:hEditic
All Results reported in ng/l unless otherwise rusted.
DATA REVIZgED BY ��W-IV j n

r IVM laboratories, Inc.
REPORT DATE
DATE RECEIVED
2/06/87
• 4132' POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA
28216
EMS SAMPLE #
2167
REPORT
[phone]
NC Cert. # 98
i
'' ++ ii
NUMBERP.O.
#— =
lh. b0 l
SAMPLE TYPE
GRAB X COMPOSITE
SAMPLE SOURCES
WASTEWATER
R
DATE SAMPLED
2/02/87 10 :00 am
Spectrum #1
SLUDGE
COLLECTED BY
ILO�� � � ,106 �-
BILL TO: City of Kings Mountain
OIL
REMARKS
P. 0. Box 429
- -
-
o. 51 -2
Kings Mountain, --NC
-
28086
LEACHATE
Samples
Received
ATTN: Kim MossDo
--Preserved _
not pay (roi
OTHER
According to EPA Guidelines
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
12.
2/9
MR
413.1
Ammonia Nitrogen--'
0.13
2/9
DF
350.2
Cyanide, CN
ND @
<0.01
2/9
DM
335.2
Phenol.,—
0.75
2/10
MR
420.1
Arsenic, As
ND @
<0.01
2/12
DF
206.2
Mercury, Hg
ND @
<0.001
2/11
DF
245.1
Silver, Ag.,
ND @
<0.01
2/10
DF
272.1
Cadmium, Cd .,
0.011
2/10
DF
213.1
Chromium, Cr /
ND @
<0.01
2/10
DF
218.1
Copper, Cw
0.18
2/10
DF
220.1
Lead � Pb-
ND @
<0.05
2/10
DF
'
239.1
Nickel, NY
0.07
2/10
DF
249.1
Zinc, Zr
0.05
2/10
DF
289.1
pH
9.5
2/2
KM
13.0. n. 5
113
2/2
KM
C.o.n.
525
2/2
All results reported in
mg/l unless otherwise noted.
ND -
Analyte not detected at detection limit indicated.
T.S.S.
11.5
2/2
T.F.S.
2,128
2/2
KM
DATA REVIEWED BY:
REPORT COPY
$222.00

N''r�A�': {'�`'d5k�"w _ 7rx�vr. r!•
EMS Laboratories, Inc.
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
(704) 392-'AL'Ce r t • # 98
. SAMPLE SOURCES
Spectrum #2
s Mountain
BILL TO: City of Kings
Kings Mountain, NC 28086
ATTN: Kim Moss
2/13/87
REPORT DATE �--�
2168
EMS SAMPLE #
P.O. # M.0 • 0o 1
WASTEWATER X
SLUDGE
OIL
LEACHATE
OTHER
,.•;>n
2/06/87
DATE RECEIVED
SAMPLE TYPE GRAB x COMPOSITE
DATE SAMPLED 2/03/87 10:00 am
..................
COLLECTED BY O tj Aj= p
REMARKS_____-�___..
--
Samples Received Preserved
According to EPA Guidelines
.,-pac}t�i. `t,, _ aKr. c,srr
REPORT
NUMBER
I
No. 2252
Do not pay iron
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
8.0
2/9
MR
413.1
Ammonia Nitrogen
0.13
2/9
DF
350.2
Cyanide, CN
ND @
<0.01
2/9
DM
335.2
Phenol
0.33
2/10
MR
420.1
Arsenic, As
ND @
<0.01
2/12
DF
206.2
Mercury, Hg
ND @
<0.001
2/11
DF
245.1
Silver, Ag
0.03
2/10
DF
272,1
Cadmium, Cd
0.010
2/10
DF
213.1
Chromium, Cr
ND @
<0.01
2/10
DF
218.1
Copper, Cu
0.19
2/10
DF
220,1
Lead, Pb
ND @
<0.05
2/10
DF
239.1
Nickel, Ni
0.06
2/10
DF
249.1
Zinc, Zn
0.04
2/10
DF
289,1
PH
9.6
2/3
KM
B.O.D. 5
21,2
2/3
KM
All
results reported in
mg/1 unless otherwise noted.
ND -
Analyte not detected at detection limit indicated.
C.Q.D.
400
2/3
KM
T.S.S.
23
2/3
KM
T.R.S.
-
-
_
$222.00
DATA REVIEWED BY:
REPORT COPY

• EMS Laboratories, Inc.
REPORT DATE 2/13/87
DATE RECEIVED
2/06/87
�~
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA
28216
EMS SAMPLE # 2I69
REPORT
[phone]
NC Cert. �� 98
� �, � ��
NUMBER '
P.O. #_ ,
SAMPLE TYPE
GRAB X COMPOSITE
SAMPLE SOURCES
WASTEWATER X
DATE SAMPLED
2/04/87 10:00 am
Spectrum c trum # 3Rci-)ALG
p
SLUDGE
COLLECTED BY
,
BILL TO: City of Kings Mountain
OIL
REMARKS
A %
P. O.-Box 429 —
- --
- - -
-
No.225�
Kings Mountain,
NC 28086
LEACHATE
Samples Received preserver)
ATTN: Kim Moss
Do ttOt pay fro,
OTHER
According to EPA Guidelines
this Copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
7.0
2/9
MR
413.1
Ammonia Nitrogen
0.10
2/9
DF
350.2
Cyanide, CN
ND @
<0.01
2/9
DM
335.2
Phenol
0.46
2/10
MR
420.1
Arsenic, As
ND @
<0.01
2/12
DF
206.2
Mercury, Hg
ND @
<0.001
2/11
DF
245.1
Silver, Ag
ND @
<0.01
2/10
DF
272.1
Cadmium, Cd
0.005
2/10
DF
213.1
Chromium, Cr
ND @
<0.01
2/10
DF
218.1
Copper, Cu
0.19
2/10
DF
220.1
Lead, Pb
ND @
<0.05
2/10
DF
239.1
Nickel, Ni
0.06
2/10
DF
249.1
Zinc, Zn
0.04
2/10
DF
289.1
PH
9.3
2/4
KM
B.O.n.5
56.0
2/4
KH
C.O.D.
350
2/4
KH
All
results reported in
mg/l unless otherwise noted.
ND -
Analyte not detected at detection limit indicated.
T.S.S.
10.5
2/4
KM
T.R.S.
2,140
2/4
DATA REVIEWED BY:
REPORT COPY
$222.00

JEMS Laboratories, Inc.
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
(704) 392- 27 Cert. 98
SAMPLE SOURCES
Spectrum
Pe ctrum # 4
._tr �
BILL TO: City of Kings Mountain
- P. 0. -Box 429 _ _
Kings Mountain NC 28086
,
ATTN: Kim Moss
_
REPORT DATE 2/13/87
2170
EMS SAMPLE #
P.O. # d 0
WASTEWATER X
SLUDGE
OIL
_ - - - - -
LEACHATE
OTHER
DATE RECEIVED 2/06/87
R
SAMPLE TYPE GRAB COMPOSITE
DATE SAMPLED 2/05/87 10:00 am
COLLECTED BY �oNN► � ►�(40 &
REMARKS
- -
Samples Received Preserved
According to EPA Guidelines
REPORT
NUMBER
-
_
No. 225 6
Do not pay iron
thiS copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil And Grease
5.0
2/9
MR
413.1
Ammonia Nitrogen
0.08
2/9
DF
350.2
Cyanide, CN
ND @
<0.01
2/9
DM
335.2
Phenol
0.90
2/10
MR
420.1
Arsenic, As
ND @
<0.01
2/12
DF
206.2
Mercury, Hg
ND @
<0.001
2/11
DF
245.1
Silver, Ag
ND @
<0.01
2/10
DF
272.1
Cadmium, Cd
0.010
2/10
DF
213.1
Chromium, Cr
ND @
<0.01
2/10
DF
218.1
Copper, Cu
0.22
2/10
DF
220.1
Lead, Pb
ND @
<0.05
2/10
DF
239.1
Nickel, Ni
0.07
2/10
DF
249.1
Zinc, Zn
0.04
2/10
DF
289.1
BOD
52.
2/11
DF
405.1.
COD
444.
- . 2110 -_ . __-_
DF
410.1
All
results* reported
in
mg/1 unless otherwise noted.
ND -
Analyte
not detected at detection limit indicated.
PH
9.7
2/5
ICI
T.S.S
25.5
2/5
KM
$255.00
T.R.S.
21277
2/5
KK
DATA REVIEWED BY:
REPORT COPY

e...�A1M__fto4
EMS-Aaboratories, Inc.
R PORT DATE
3196/87
DATE RECEIVED_
/-90/197
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA
392-6276
28216 /M/
%' '
EMS SAMPLE #
2447-1
REPORT
(704)
NC Cert. # 98
7
i 7
r
P:O. #
SAMPLE TYPE
GRAB_X COMPOSITE
NUMBER
i
_SAMPLE SOURCES,--,
�'
I ��
WASTEWATER
�X
DATE SAMPLED
3/09/87!
r1 -p S
�iCA
SLUDGE
COLLECTED BY
.� = r►n �
BILL TO: City of Kings Mountain
nn�rr ►
�` AIL
- --- --
REMARKS
__----- ----
— --- --
"J
-
No. 2578
Kings Mountain,
NC 28086
LEACHATE
c.+,,,�,7
^ c D^^^;' '' D"^ "men—
ATTN: Kim Moss
Do not pay iron
OTHER
Accasding�te
r10A flu de a _.. _
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil and Grease
1.0
3/25
DF
413.1
Ammonia Nitrogen
10.8
3/23
DM
350.2
Cyanide, CN
0.01
3/24
MR
335.2
Phenol
0.08
3/25
DF
420.1
Arsenic; As
ND @ <0.01
3/ 24
DF
206.2
Mercury, Hg
ND @ <0.001
3/25
DF
245.1
Silver, Ag
ND @ <0.01
3/23
DF
272.1
Cadmium, Cd
0.010
3/23
DF
213.1
Chromium, Cr
ND @ <0.01
3/23
DF
218.1
Copper, Cu
0.04
3/23
DF
220.1
Lead, Pb
ND @ <0.05
3/23
DF
239.1
Nickel, Ni
ND @ <0.01
3/23
DF
249.1
Zinc, Zn
0.22
3/23
DF
289;1
All results reported in mg/l unless otherwise noted.
ND - Analyte not detected at detection limit indicated.
$222.00
DATA REVIEWED BY: V_U� REPORT COPY

EMS,. Laboratories, Inc.
REPORT DATE
3/26/87
DATE RECEIVED 3/20/87
-
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
EMS SAMPLE #
2447-2
REPORT
(704) 392-62
C Cert. # 98
�•TU
, OQ
_
NUMBER
P.O. #
SAMPLE TYPE
GRAB XCOMPOSITE
SAMPLE SOURCES
WASTEWATER
X
DATE SAMPLED
3110/87
DkARP
L
S UDGE
COLLECTED BY
--
c) i ,vi I
BILL TO: City of Kings Mountain
OIL
REMARKS
P D lit
ox - -
--
No. "
Kings Mountain, NC
ATTN: Kim Moss
28086
LEACHATE
Sam
les Received Preserved
Do not pay frog
OTHER
According to EPA Guidelines
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil and Grease
2.0
3/25
DF
413.1
Ammonia Nitrogen
7.4
3/23
DM
350.2
Cyanide, CN
ND @
<0.01
3/24
MR
335.2
Phenol
0.09
3/ 25
DF
420.1
Arsenic, As
ND @
<0.01
3/24
DF
206.2
Mercury, Hg
0.004
3/ 25
DF
245.1
Silver, Ag
ND @
<0.01
3/23
DF
272.1
Cadmium, Cd
0.009
3/23
DF
213.1
Chromium, Cr
ND @
<0.01
3/23
DF
218.1
Copper, Cu
0.01
3/23
DF
220.1
Lead, Pb
ND @
<0.05
3/23
DF
239.1
Nickel, Ni
ND @
<0.01
3/23
DF
249.1
Zinc, Zn
0.27
3/23
DF
289.1
All results reported in mg/l unless otherwise noted.
ND - Analyte not detected at detection limit indicated.
$222.00
DATA REVIEWED BY: -' 'ueuy 'Z4 l A -I REPORT COPY

civlo i-duoratorleS, inc.
REPORT DATE J/ Zb/ b7
DATE RECEIVED
3/ 20/87
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
EMS SAMPLE # 2447-3
[phone]
REPORT
NC Cert. # 98
P.O.# �,�� �
NUMBER
SAMPLE TYPE
X
GRAB COMPOSITE
SAMPLE SOURCES
WASTEWATER X
DATE SAMPLED
3/12/87
`' PS UKpa
LT - 'tC A I 0G
SLUDGEP
1-T
I
COLLECTED BY
M r". - I
BILL TO: City of Kings Mountain
OIL
REMARKS
P D n/13
P. 0. Box 429
- Kings Mountain, -NC
ATTN: Kim Moss
28086
LEACHATE
_ Samples Received Preserved
o• 258C
Do not pay fron
OTHER
According to EPA Guidelines
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST METHOD
OF ANALYSIS
CHARGE
Oil and Grease
ND @
<0.3
3/25
DF
413.1
Ammonia Nitrogen
13.1
3/23
DM
350.2
Cyanide, CN
ND @
<0.01
3/24
MR
335.2
Phenol
0.05
3/25
DF
420.1
Arsenic, As
ND @
<0.01
3/ 24
DF
206.2
Mercury, Hg
Silver, Ag
ND @
ND @
<0.001
<0.01
3/25
DF
245.1
Cadmium, Cd
0.010
3/23
3/23
DF
272.1
Chromium, Cr
ND @
<0.01
3/23
DF
213.1
Copper, Cu
ND @
<0.01
3/23
DF
DF
218.1
Lead, Pb
ND @
<0.05
3/23
DF
220.1
Nickel, Ni
ND @
<0.01
3/23
DF
239.1
Zinc, Zn
0.19
3/23
DF
249.1
289.1
All results -reported in mg/l unless otherwise noted.
ND - Analyte not detected at detection limit indicated.
$222.00
DATA REVIEWED BY: Gc-�
REPORT COPY

-EMS Laboratories, Inc.
REPORT DATE - 3/26/87
-- DATE RECEIVED 3/20/87
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
EMS SAMPLE 2447-4
REPORT
(704) 392-s% Cert. # 98
-#
�' U
N UMBER
P.O. #' (
SAMPLE TYPE
GRAB X COMPOSITE
. SAMPLE SOURCES
WASTEWATER X
DATE SAMPLED
3/13/87
eitt
SLUDGE
COLLECTED BY
t V^ T6*---
City of Kings Mountain
BILL TO:
OIL
REMARKS
P D 4
o�
_ ._ _ _ __ ___
__
No. 5 81
Kings Mountain, NC 28086
LEACHATE
__ Samples
Received Preserved
ATTN: Kim Moss
Do not pay fror:
OTHER
According to EPA Guidelines^
this copy
PARAMETER
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
CHARGE
Oil and Grease
0.3
3/25
MR
413.1
Ammonia Nitrogen
15.1
3/23
DM
350.2
Cyanide, CN
0.03
3/24
MR
335.2
Phenol
0.07
3/25
DF
420.1
Arsenic, As ND @
<0.01
3/24
DF
206.2
Mercury, Hg ND @
<0.001
3/25
DF
245.1
Silver, Ag ND @
<0.01
3/23
DF
272.1
Cadmium, Cd
0.010
3/23
DF
213.1
Chromium, Cr ND @
<0.01
3/23 ---
DF
218.1
Copper, Cu
0.01
3/23
DF
220.1
Lead, Pb ND @
<0.05
3/23
DF
239.1
Nickel, Ni ND @
<0.01
3/23
DF
249.1
Zinc, Zn
0.24
3/23
DF
289.1
All results reported in mg/l unless otherwise noted.
ND - Analyte not detected at detection limit indicated.
$222.00
WA REPORT COPY
r

• EMS .laboratories, Inc.
4132 POMPANO DRIVE
CHARLOTTE, NORTH CAROLINA 28216
(104) 392-15% Ce r t . # 98
SAMPLE SOURCES
BILL TO: City of Kings Mountain
P . 0. Box 429 - -- _ - ---- - - -
Kings Mountain, NC 28086
ATTN: Kim Moss
PARAMETER
Oil and Grease
Ammonia Nitrogen
Cyanide, CN
Phenol
Arsenic, As
Mercury, Hg
Silver, Ag
Cadmium, Cd
Chromium, Cr
Copper, Cu
Lead, Pb
Nickel, Ni
Zinc, Zn
3/26/87 3/20/87 r
REPORT DATE DATE RECEIVED
2448
EMS SAMPLE # REPORT
P.O. # CA11AD1 TVPG X NUi�IBERGRAB COMPOSITE
WASTEWATER X DATE SAMPLED 3/19/87
SLUDGE COLLECTED BY
OIL REMARKS P D Grab
-
LEACHATE Samples Received Preserved
No. 2582 '
go not pay fron
OTHER According to EPA Guidelines this copy
RESULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS CHARGE
6.0
3/25
MR
413.1
5.01
3/23
DM
350.2
0.02
3/ 24
MR
335.2
0.21
3/25
DF
420.1
ND @
<0.01
3/ 24
DF
206.2
ND @
<0.001
3/25
DF
245.1
ND @
<0.01
3/23
DF
272.1
0.008
3/23
DF
213.1
ND @
<0.01
3/23
DF
218.1
0.04
__.__3t23-__.____ _--
. _ _ _. _ ____ _ DF
220.1
ND @
<0.05
3/23
DF
239.1
ND @
<0.01
3/23
DF
249.1
0.27
3/23
DF
289.1
All results reported in mg/l unless otherwise noted.
ND - Analyte not detected at detection limit indicated.
$222.00
DATA REVIEWED BY: �,t� - - - REPORT COPY

e
PIIX CRPFZ tABORA'nORY
Report Date 3/26/87
Date )tece�ved 3/10/87
City of Kings Mountain NC
1013' 4. Piedinont Ave . ' Kings Mountain NC
P.C. Sample # # 0 07
704-739-7131
SwTle Type
Grab
Cc-Posite X
SAMPLE SOURCE: Philips & Du Pont #1
Wastewater X
Water
Sludge
To: Philips & Du Pont Optical
Co.
Date Sampled 3/10/87
Collected By Kim.T.
Mass & Jimny McClain
P.O. Box 400
Graver NC -_ - - - -
--
� ---
' - ` Samples Perserved- According to EPA Guidell.nes
PAPA M
RFISULTS
DAZE ANALYZED
ANALYST
METHOD OF ANALYSIS
Temperture
13.19c
3/10/87
Standard Methods ��$^Nditi,
pH
8.4 units
3/10/87
KM
Standard Methods 1.5 UlEditi(
B.O.D.5
9.6
3/10/87
im
Standard Methods 3.SthF.rdi.tic
C.O.D.
155.0
3/10/87
JM
Standard Methods 3.e'Ediiic
T.S.S.
58.8
3/10/87
am
Standard Methods I-PlEditic
T.R.S.
42.9
3/10/87
Standard Methods 1*hDditi<
All sults re rted in mg/l unless otherwise noted.
DATA 1 EVI NED -BY . nn�

PILOT CRTC LABORA'PORY
Report Date 3/26/87
Date
Received 3/11/87
City of Kings Mountain NC
1013 N. Piedmont Ave.* Kings Mountain NC
P.C. Sample # #007
704-739-7131
Sample Type
Grab
Octiposite
. SAMPLE SOUPCE : Philips &
Du Pont Optical #2
Wastev ater X
Water
Sludge
TO: Philips & Du Pont Optical Co.
Date Sampled 3/11/87
Collected By
Kim T. Moss & Jimmy McClain
P.O.Rox 400
--=Grover NC -
_ -
�' Samples Perserved According to EPA. Guidelines
PAPAMRTM
RFZMTS
DATE ANALYZED- -
ANALYST
METHOD OF ANALYSIS
Tenperture
12.3 c
3/11/87
R4
Standard Methods .,5tb&Utic
PH
7.8 units
3/ll/87
Standard Methods ly thEditic
B.O.D-5
17.0
3/11/87
Standard Methods �. hEditio
C.O.D.
160.0
3/11/87
RA
Standard Methods 35thE .tio
T.S.S.
16.8
3/11/87
im
Standard Methods 211'Editio.
T.R.S.
92.9
3/11/87
Standard Methods 1ethEditio:
All salts reported in mg/1 unless otherwise noted.
DATA REVIEWEDcy-:
- ��►�/

PILOT CRFm L* ABORATCORY
Report Date 3/26/87
Date Received 3/12/87
City of Kings Mountain NC
1013 N. Pieclmnt Ave. ' Kings Mountain NC
P.C. Sale # #007
'
704-739 7131
�'
. SAMpTE SOURS : Philips & Du Pont Optical #3
Saitple Type
Grab
Cmposite X
Wastewater X
Water
Sludge
T0: Philiis & Du Pont Optical
Co.
Date Sampled 3/12/87
Collected By
Bonnie Tigor
P.O. Box 400
Grover ETC -- ---
RaAM Samples Perserved According to FPA Guidelines
PARAMPIM
RF�SULTS
DATE ANALYZED
ANALYST
METHOD OF ANALYSIS
TempertLire
11.0 c
3/12/87
KM
Standard Methods :in -.tic
PH
7.0 units
3/12/87
KM
Standard Methods 1,-t� thEditic
B.O.D.5
46.6
3/12/87
KM
Standard Methods I#hEditic
C.O.D.
222.5
3/12/87
KM
Standard Methods 3.Dditic
T.S.S.
42.0
3/12/87
KM
Standard Methods jitic
T.R.S.
345.9
3/12/87
KM
Standard Methods l6tbWi.tic
All Re is reported in mg/1 unless otherwise noted.
DATA BEVIEItiTED Y -m'

• 4
PILOT CRPZK 1ABORA'PORY
City of Kings Mountain NC
1013' X. Pie kont Ave.* Kings Mountain NC
704-739-7131
SAMPLE SOURCE : Philips & Du Pont #4
TO: Philips & Du Pont Optical Co.
P.O. Box 400
Report Date 3/26/87 Date Received 3/13/87
P.C. Sample # #007
Sample T'Yne Grab 0m posite X '
Water X Water Sludge
Date Sampled 3/13/87 Collected By Ronnie Tignor
RII CS Samnles Perserved According to EPA Guidelines
PARAMF,TJM RESULTS DATE ANALYZED ANALYST METHOD OF ANALYSIS
TenTerture
16.0 c
3/13/87
JM
Standard Methods :in5u&diti
pH
8.2 units
3/13/87
JM
Standard MethodsVtf. thEditi
B.O.D.5
146.4
3/13/87
JM
Standard Methods M#JlEditi,
C.O.D.
432.5
3/13/87
JM
Standard Methods Editi(
T.S.S.
21.0
3/13/87
KM
Standard Methods Z*bFdi_tic
T.R. S.
-
-
-
Standard Methods l*hEcU' tic
All sul re
mg/1 unless otherwise noted.
DATA FEVIEWED, BY
, Ary