NC0034860_Regional Office Historical File Pre 2018 (19)

NORTH CAROLINA DEPT, OF NATURAL & ECONOMIC RESOURCES
FOR AGENCY USE
;_.ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
=..'APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
SECTION I. APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this form all items are to be completed. If an item is not applicable Indicate 'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
1. Legal Name of Applicant 107 -SCHNEIDER MILLS, INC.
(see instructions)
TAYLORSVILLE, NORTH CAROLINA
2. Mailing Address of Applicant
(see instructions) 1450 BROADWAY
Number & Street
City 702b NEW- YORK
State 102C NE YDPcjc
Zip Code wxa < 10018
3. Appl'icant's Authorized Agent
(see instructions) ALBERT SCHNEIDER
Name and Title FQ3dn;
VICE PRESIDENT
Number & Street Address I.03b HIGHWAY 16 NORTH, P. 0. BOX 518
City 7o3e TAYLORSVILLE,
State 1.03d : NORTH CAROLINA
Zip Code To3t< 28681
Telephone 103f:: 704 632-2242
Area Number
4. Previous Application Code
If a previous application for a
National or Federal discharge per-
mit has been made, give the date 58 6
of application. Use numeric
designation for date. 104 Y R MO DAY
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information
is true, complete, and accurate.
ALBERT SCHNEIDER 1Q2e VICE PRESIDENT
Printed Name of Pe oni � gning Title
��'�%t�✓£ j`� Y R MO DAY
402E
Signature of Applicant or Authorized Agent Date Application Signed
North Carolina General Statute 143-215.6(b)(2) provides.that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
or other document files or required to be maintained under Article 21 or regulations of the
Environmental ?Management Commission implementing that Article, or who falsifies, tampers with,
or knowly renders inaccurate any recording -or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provide
a punishment by a fine of not more than $10,000 or imprisonment not pore than 5 years, or both,
for a sinilar offense.)

5. Facility/Activity (see instructions)
Give the name, ownership, and
physical location of the plant or
other operating facility where dis-
charge(s) does or will occur.
Name
Ownership (Public, Private or
Both Public and Private)
Check block if Federal Facility
and give GSA Inventory Control
Number
Location
Street & Number
City
County
State
6. Nature of Business State the
nature of the business conducted
at the plant or operating facility.
7. Facility Intake Water (see instruc-
tion$) Indicate water intake volume
per day by sources. Estimate
average volume per day in thousand
gallons per day.
Municipal or private water system
Surface water
Groundwater
Other*
Total Item 7
If there is intake water from
'other,' specify the source.
8. Facility Water Use Estimate
average volume per day in thousand
gallons per day for the following
types of water usage at the facility.
(see instructions)
Noncontact cooling water
Boiler feed water
Process water (including contact
cooling water)
Sanitary water
Other*
Total Item 8
*If there are discharges to
'other,' specify.
If there is 'Sanitary' water use, give
the number of people served.
Qg,< Schneider Mills, Inc.
U. S. 16 - one mile north of
Taylorsville, N. C.
105b}... ❑ PUB
tOsc ❑ FED
205d
tse r NA
ffPRV ❑BPP
lostNA
NA
4059s;>>
NA
1osn:':
Cosa-
TexHle for the manufacture of cloth
1'05b AGENCY USE
NA .,
thousand gallons per day '
260 (CI Q7b thousand gallons per day
65
I07c " thousand gallons per day ,
E'o7a.
DNA\ ) I thousand gallons per day
3?5 r, p
1076 ;�i thousand gallons per day/ ZI (� j D
30
9;o8a
thousand gallons per day
3
108b
thousand gallons per day
246 ,�
308c
thousand gallons per day
.dad:•-
12
thousand gallons per 'day
;DBe
NA
thousand gallons per day
loaf ;
361
thousand gallons per day
,Rod . NA
- A
people served
I-2

FOR AGENCY USE
9. All Facility Discharges and other
Losses; Number and Discharge (see
instructions) Volume Specify the
number of discharge points and the
volume of water discharged or
lost from the facility according to
the categories below. Estimate Number of Total Volume Used
average volume per day in thousand Discharge or Discharged,
gallons per day. Points Thousand Gal/Day
G t.
Surface Water (rain) -------
Sanitary wastewater transport 090
system
12,000 =
Storm water transport system f09C1
Combined sanitary and storm
water transport system T
Surface impoundment with no
effluent
Underground percolation
Well Injection
Waste acceptance firm
Evaporation
Consumption
I OR* 11
1Qif 1::::
109h1s:
10911
NA
109t2
:1 09f2
.1,0912
1 M2
2,005
NA
NA
NA
2.8
2
NA
NA
NA
NA1CSg2.NA
NA
NA
NA
Z� 00 6
Z-C900
Other* 109k1109.k2 Z1( r 000
Facility discharges and volume NA 18,035 f.
Total Item 9.
If there are discharges to 'other,
specify.
10. Permits, Licenses and Applications
List all existing, pending or denied permits, licenses and applications related to discharges from this facility (see instructions):
Issuing Agency For Agency Use I Type of Permit Date Date Date Expiiation
or. License ID Number Filed Issued Denied Date
I I � Y.R/MO/DA I YR/MO/DA � y R/MO/DA Y R/MO/Dc
2
11. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see instructions)
12. Additional Information
Item Number I Information I !
T-1

STANDARD FORM C — MANUFACTURING AND COMMERCIAL FOR AGENCY USE
SECTION11. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge indicated in Section I, Item 9, that is to Surface waters. This includes discharges to municipal sewerage
systems in which the wastewater does not go -through a treatment works prior to being discharged to surface waters. Discharges to wells must
be described where there are also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIRED EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should be repre-
sentative of the twelve previous months of operation. If this is -a proposed discharge, values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER
TO BOOKLET BEFORE FII.LING OUT THESE ITEMS.
1. Discharge Serial No. and Name -
a. Discharge Serial No. 201a 001_and 002
(see instructions)
b. Discharge Name Loom Wa.Ste Water — 001
201b __
Give name of discharge; if any. -- "---
(see instructions) Sanitary WBStQ 002 (—frill SFI/�G w�3y"� [wlT JZ
c. .Previous Discharge Serial No.
If previous permit application
was made for this discharge (see 20to
Item 4, Section I), provide previ-
ous discharge serial number.
2. Discharge Operating Dates -
a. Discharge Began Date If the
discharge 'described below is in 68 n
operation, give the date (within 202a 7 (001)
best estimate) the dischargetj began. b M,O O (002) , In. Discharge to Begin Date, If the -
discharge has never occurred but '
is planned for some future date, 202b
give the date (within best esti- "YR MO -
mate) the discharge will begin.
c. Discharge to End Date If dis-
charge is scheduled to be discon-
tinued within the next 5 years, 202e _
give the date (within best esti- V R MO
mate) the discharge will end.
3. ' Engineering Report Available
Check if an engineering report is
available to reviewing agency upon -
request. (see instructions) 203 [A
4. Discharge Location Name the
political boundaries within which _
the point of discharge is.located. Agency Use
State 204a - North - CarolinA
----- --- za )
County 204b —Alexander ..
gas
(if applicable) City or Town 204c NA
--- 204f
5: Discharge Point Description
Discharge is into (check one)
(see instructions)
Stream (includes ditches, arroyos,
and other intermittent watercourses) 205a STRt5 � cL
Lake ❑LKE
Ocean ❑OCE
Municipal Sanitary Wastewater
Transport System ❑MTS
Municipal Combined Sanitary and
Storm Transport System \❑MCS
1l-I
This section contains 9 pages.

DISCHARGE SERIAL NUMBER
001 - Loom Water
UUZ _Mary
Municipal Storm Water Transport
System
Well (Injection)
Other
If 'other' is checked, specify
6. Discharge Point— Lat/Long Give
the precise location of the point
of discharge to the nearest second.
Latitude
Longitude
7. Discharge Receiving Water Name
Name the waterway at the point
of discharge.(see instructions)
❑ STS
❑WEL
❑ OTH
20Sb
206a 76DEG 40 MIN _SEC
206b 82DEG _4�AIN ,SEC
207a Muddy Fork Creek - flow is 4,488 GPM
See NCDN & ER letter 6f &Z9117115
-
-F - -
FOR AGENCY USE
If the discharge is through an out -
fall that extends beyond the shore-
207b
or Agency Use
Major Minor
For Agency Use
303e
line or is below the mean low
95ub
207c
water line, complete Item 8.
-
B. Offshore Discharge
a. Discharge Distance from Shore
203a
_NA feet
b. Discharge Depth Below Water
Surface
208b
NA _feet
9. 'Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con-
2098
[X(con) Continuous 001
tinuous or intermittent.
(see instructions)
[X(int) Intermittent 002
b. Discharge Occurrence,Days per
'
Week Enter the average num-
209b
-days per week. J
ber of days per week (during
Periods of discharge) this dis-
charge occurs.
c. Discharge Occurrence —Months
If this discharge normally'
269C
❑JAN ❑FEB El MAR [-]APR
operates (either intermittently,
or continuously) on less than
❑MAC ❑JUN ❑JUL ❑AUG
a year -around basis (excluding
shutdowns for routine mainte-
❑SEP ❑ OCT ❑ NOV ❑ DEC
nance), check the months dur-
,.
ing the year when the discharge
is operating. (see instructions)
:omplete Items 10 and 11 if "inter-
iittent" is checked in Item 9.a.-
ltherwise, proceed to Item 12.
0. Intermittent Discharge Quantity 5 OOO State the average volume per dis 210 thousand gallons per discharge occurrence. for. 002 — Sanitary waste
charge occurrence in thousands f
0
gallons.
"
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average
211a
1�2
hours per day
number of hours per day the
discharge isoperating.
b. Intermittent Discharge
Frequency State the average
211b
1 discharge occurrences per day
number of discharge occur-
rences per day during days
when discharging.
12. Maximum Flow Period Give the
time period in which the maximum
212.
From to
flow of this discharge occurs.
month month
II-2

DISCHARGE SERIAL NUMBER
FOR_AGENCY USE
13. Activity Description Give a
narrative description of activity I
instructions) th
213a I Water is used in Nissan water jet looms to
producing this discharge.(see the yarn ,rough the 100iIl in�e weaving
o
Carry
Sanitary waste (002) %
14. Activity Causing Discharge For
each SIC Code which describes
the activity causing this discharge,
supply the type and maximum
.amount of either the raw material
consumed (Item 14a) or the product
produced (Item 14b) in the units
specified in fable I of the Instruc-
tion Booklet. For SIC Codes not
listed in Table I, use raw material
or production units normally used
for measuring production.(see
instructions)
a. Raw Materials
214a
Maximurn Unit Shared Discharges
SIC Code Name Amount/nav reps Toh- n _
G) .. —
(2)
(3)
4)
5-- -
Water
216,000 z,ee
g C
4952
Sanitary Sewer
7S,600 t
F I fJk S H l`-/
�,,)rAs i C
b. Products
Maximum Unit Shared Discharges
SIC Code Name Amount/Dav (See Tahlo n —.1
II-3

DISCHARGE SERIAL NUMBER
15. Waste Abatement _
a. Waste Abatement Practices
Describe the waste abatement
practices Useo on this discharge
with a brief narrative. (see
instructions)
1
/N\�
b. Waste Abatement Codes
Using the codes listed in Table
II of the Instruction Booklet,
describe the waste abatement
processes for this discharge in
the order in which they occur
if possible.
215a
215b
Narrative:
(1)
(2)
(4)
(5)
(7)
(b)
(10)
(11)
(13)
(14)
(1G)
(17)
(19)
(20)
(22)
(23)
(25)
FOR AGENCY USE
II-4

• ' DISCHARGE SERIAL NUMBER
t 001.- Loom Waste Water
i
FOR AGENCY USE
PPM
16. Wastewater Characteristics
Check the box beside each constituent which is present in.the effluent (discharge water). This determination is to be based on actual analysis
or best estimate.(see Instructions)
Parameter
Parameter
11:'
21:
a
a
Color
00080
Copper
01042, -40.05
Ammonia
Iron
00610
01045
Organic nitrogen
Lead
00605
01051 .40.01
Nitrate
Magnesium
00620
00927
Nitrite
Manganese
00615
01055
Phosphorus
Mercury
00665
71900
Sulfate
Molybdenum
00945
01062
Sulfide
00745
Nickel
01067 .4 0.05
Sulfite
Selenium
00740
01147
Bromide
Silver
71870
01077
Chloride
Potassium
00940
00937
Cyanide'
Sodium
00720
00929
Fluoride
Thallium
00951
01059
Aluminum
Titanium
01105
01152
Antimony
Tin
01097
01102
Arsenic
Zinc
01002
01092 0.07
_
Beryllium
Alg'icides*
01012
74051
Barium
Chlorinated organic compounds*
01007
74052
Boron
Pesticides*
01022
74053
Cadmium
Oil and grease
01027
00550
Calcium
Phenols
00916
32730
Cobalt
Surfactants
01037
38260 0.94 ;.
Chromium
Chlorine
01034 40.05
50060
Fecal coliform bacteria
Radioactivity*
74055
74050
*Specify substances,_ compounds and/or elements in Item 26.
Pesticides (insecticides, fungicides, and rodenticides) must be reported in terms of the acceptable common
names specified in Acceptable Common Names and Chemical Names for the Ingredient Statement on
Pesticide Labels, 2nd'Edition, Environmental Protection Agency, Washington, D.C. 20250, June 1972, as
required by Subsection162.7(b) of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act.
* . Metals .are probably. in well water'- Process does not add any metals.
See Exhibits A & B II-5

DISCHARGE SERIAL NUMBER
002,- Sanitary Waste System
FOR AGENCY USE
17. Description of Intake and Discharge VP
i
For each of the parameters listed below, enter in the appropriate box the value or code letter answer called for.(see instructions)
In addition, enter the parameter name and code and all required values for any of the following parameters if they were checked in Item 16;
ammonia, cyanide, aluminum, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc,,phenols, oil and grease,
and chlorine (residual,)..
Influent
Effluent
en
a
a e '
'a%
Parameter and Code
7; /ate
d
?� < ¢'
o
F• 3 ¢'
❑
>
Edo
E d a,
Q
a
F.
m
a
B d'a
e
>
D'>
a
�'
x4
hp °x.
e
QOwQ¢
�OwA
wd
z¢
ri
WELL WATER .0)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
Flow*
Gallons per day
00056
5000
5000fi
pH
Units
00400
6.7
5.7
t Lf
)
Temperature (winter)
°
Y "
V'
F
74028
560
560
Temperature (summer)
°F
74027
Sze'
570
Biochemical Oxygen Demand
(BOD 5-day)
mg/1
00310
1.4
0
2.8
Chemical Oxygen Demand (COD)'
mg/I
00340
12.9
45.0
Total Suspended (nonfilterable)
Solids
'7
60530 .
S
Specific Conductance
micromlios/cm at 25° C
00095
Settleable Matter (residue)
ml/1
00545
FECAL COLI
1ti5
*Other discharges sharing intake flow (serial numbers).(see instructions) i�yJ
See Exhibit C and G.
II-6

17. (Cont'd.)
DISCHARGE SERIAL NUMBER
t'Y9TTT.+TP'
v Influent
Effluent
cto
Parameter and Code"-
.l
Z , •° °q
chi
G
o
'c
>
E a t '>
u>
n
E
a
SOW CQ
SODW C
Is Q
E
ZQ
cn
Ill
(2)
(3)
(4)
(5)
(6)
(7)
(8)
_
e
3
-!
17 0
o�
Califorpill,'Fecal
2000
Pill
7.2
7, .
.�
Dia v 0x,en
11.5
18. Plant Controls Check if the fol-
lowing plant controls are available
for this discharge.
Alternate power source for major
Pumping facility.
Alarm or emergency procedure for
Power or equipment failure
Complete item 19 if discharge is
from cooling and/or steam water
generation and water treatment
additives are used.
19. Water Treatment Additives If the
discharge is treated with any con-
ditioner, inhibitor, or algicide,
answer the following:
a. Name of Material(s)
b. Name and address of manu-
facturer
279b.
c- quantity (pounds added per
2;.o
million gallons of water treated).
❑ APS
❑ ALM NAppyyAA
f/�p
A d
?-✓ 1
G/0
�J�oJ
/tuJ
0
G/U
See Ex-h1bi.t D

DISCHARGE SERIAL NUMBER
1
FOR AGENCY USE
d. Chemical composition of these 279'
additives (see instructions).
Complete items 20-25 if there is a thermal discharge
(e.g., associated with a steam and/or power generation
t I refiner or an other
plant, steel mill, pe ro eum y, y
manufacturing process) and the total discharge
flow is �(y'
10 million gallons per day or more. (see instructions)
l
20. Thermal Discharge Source Check
22(k
the appropriate item(s) indicating
the source of the discharge. (see,
instructions)
`5
Boiler Blowdown
BLBD�
Boiler Chemical Cleaning
❑ BCCL
Ash Pond Overflow
b
❑APOF
Boiler Water Treatment — Evapora-
❑ EPBD
for Blowdown
Oil or Coal Fired Plants —Effluent
❑OCFP
from Air Pollution Control Devices
Condense Cooling Water
❑ COND
Cooling Tower Blowdown
❑ CTBD
Manufacturing Process
MFPR1
Other
❑ OTH R
21. Discharge/Receiving Water Temper-
ature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see instructions) i
Summer 221 a
Winter 221b
22. Discharge Temperature, Rate of
- Change Per Hour :-`222
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
ditions. (see instructions)
23. Water Temperature, Percentile
Report (Frequency of Occurrence)
'
In the table below, enter the
temperature which is exceeded 10%
of the year, 5 % of the year, 1% of
the year and not at all (maximum
yearly temperature). (see instructions)
Frequency of occurrence
a. Intake Water Temperature
-22U
(Subject to natural changes)
b. Discharge Water Temperature
x23b
24. Water Intake Velocity
''224:
(see instructions)
25. Retention Time Give the length of
time, in minutes, from start of
—
water temperature rise to discharge
of cooling water. (see instructions)
OF. 6 8 to, 6
�.1 oF. 35 to .rib
OF./hour
10%
5%
1%
Maximum
OF
of
of
of
OF
of
of
of
3 feet/sec.
minutes
II-8

DISCHARGE SERIAL NUMBER
26. Additional Information
228
FOR AGENCY USE
Tp7qM
dI-9

W.I.. ; . I . . I
FOR AGENCY USE
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
J.
SECTION III. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION (CONSTRUCTION) SCHEDULE
This section requires information on any uncompleted implementation schedule which may have been imposed for construction of waste abate-
ment facilities. Such requirements and Implementation schedules may have been established by local, State, or Federal agencies or by court
action. In addition to completing the followingitems, a copy of an official implementation schedule should be attached to this application.
IF YOU ARE SUBJECT -TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF
AUTHORITY IMPOSING DIFFERENT SCHEDULES (Item la.) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
(Item lc), SUBMIT A SEPARATE SECTION Ill FOR EACH ONE.
FOR AGENCY USE
1. Improvements,.
a. Discharge Serial Number Loom
Affected List the discharge &D32
serial numbers, assigned in
Section 11, that are covered by 002 S n3 iy 1 S (� ((�
this implementation schedule.
b. Authority Imposing Require-
ments Check the appropriate
item indicating the authority for
Implementation schedule. If
the identical implementation
schedule has been ordered by
more than one authority, check
the appropriate items. (see
instructions) ..,
Locally developed plan
Areawide Plan
Basic Plan
State approved implementa-
tion schedule
Federal approved water
quality standards implementa-
Lion plan.
Federal enforcement proced-
ure or action
State court order
Federal court order
c. Facility Requirement. Specify
the 3-character code of those
listed below that best describes
in general terms the require-
ment of the implementation
schedule and the applicable six -
character abatement code(s)
from Table II of the Instruction
booklet. If more than one
schedule applies to the facility
because of a staged construction
schedule, state the stage of con-
�struction being described here
with the appropriate general
action code. Submit a separate
Section I I I for each stage of
construction planned.
3tltb1 ❑LOC
New Facility
NEW
Modification (no increase in capacity or treatment)
MOD
Increase in Capacity
INC
Increase in Treatment Level
INT
Both increase in Treatment Level and Capacity
ICT
Process Change
PRO
Elimination of Discharge
ELI
This section contains 2 pages.

2. ' Implementation Schedule and 3. Actual Completion Dates
Provide dates Imposed by schedule and any actual dates of completion for implementation steps listed below.
Indicate dates as accurately as possible. (see instructions)
Implementation Steps
2. Schedule (Yr./Mo./Day)
3. Actual Completion (Yr./Mo./Day)
a. Preliminary plan complete
b. Final plan submission
c. Final plan complete
d. Financing complete & contract awarded
e. Site acquiredG;EO;'
f. Begin action (e.g., construction)
302f
g. End action (e.g., construction)
h. Discharge Began
1. Operational level attained
J'
I11-2 GP 0 865.742

NORTH CAROLINA DEPT. OF NATURAL & ECONOMIC RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
11111
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
Parameter
(Code)
>>
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REMARKS:
I certify that I am familiar with the information contained in this report and that to the
best of my knowledge and belief such information is true, complete and accurate.
Date Form Completed
Name of Authorized Agent
Signature

Directions. —For each parameter listed, complete the
information requested in each column in the units specified
according to the instructions given -below.
Cohnnn 1. - Enter the daily average value of the intake
water at the point it enters, the facility. if intake water is
from . more than one source, and enters the facility at
separate entry points, the value given in column 1 should be
weighted proportional to the quantity of flow contributed
from each source. If water is treated before use, completion
Of this allunln is not required (see instructions for column
2). Values of intake are'not required for mining activities.
Cohimn 2. If' all or part of intake water is treated before
use, provide values for total intake here .instead of in
COlunln 1. Also describe briefly in item 26 "additional
information," the type of treatment performed on intake
water (e.g., rapid sand filtration, coagulation, flocculation,
ion exchange, etc.) and the percent of intake water
contributing to this discharge that has been treated. .
Column 3.—Supply daily average value for the days when
discharge is actually operating or is expected to be operat-
ing (a new discharge). Daily average values are to be com-
puted by weighting the daily value in proportion to the daily
flow. If a discharge occurs irregularly, the value supplied
in the column marked "Daily Average" should represent
an average for the average for the days the discharge actually
occurs. Average values are not to be supplied for pH,
specific conductance, and bacteriological parameters (e.g.,
coliform bacteria).
Columns 4 and .5. --Supply Illllllltllllll and InaXlnlUlll value
observed (or expected for new discharge) over any one day
when the discharge is operating.
Coli mn 6. -Specify the average frequency of analysis for
each parameter as number analyses per numb -or of days (e.g.,
"3/7" is equivalent to three analyses performed every 7
days). If continuous, enter "CONT." When analyses are
conducted on more than one individual grab sample col-
lected during the same day,'the analysis frequency should
reflect one analysis whose value is the average of the
individual grab sample nleasurenlents. Average frequency
should be based on an operating month.
Cohnnn 7. --Specify the number of analyses performed at
the average frequency specified in column 6, up to 365.
Column 8. -Specify sample type as follows:
G For grab sample (individual sample collected in less
than 15 minutes).
For composite sample "#" is to be replaced by the
average number of hours over which the composite
sample was collected.' Composite samples are com-
binations of individual samples obtained at intervals
over a time period. Either the volume of each in-
dividual sample is directly proportional to discharge
flow rates or the sampling interval (for constant -
volume samples) is inversely proportional to the
flow rates over the time period used to produce the
composite.
NA If"CONT" was entered in column 6..
Analytical methods. --Appendix A contains all parameters
with their reporting levels, test descriptions, and references.
The parameter values can be determined either by use of one
of the standard analytical methods as described in table A or
by methods previously approved by the EPA Regional
Administrator or Director of a federally approved State
program (or their authorized representatives) which has
jurisdiction over the State in which the discharge occurs. .If
the test used is not one shown in table A, the test procedure
should be referenced in "Remarks" or on a separate sheet. It'
values are determined to be less than the detectable limit (as
determined by referenced standard analytical techniques
and/or instrument manufacturer's literature), specify "LT
'(value of detectable limit)" in the appropriate space. For
example, if the detectable limit is .005 mg/1 and quantities
of less than this are determined, specify "LT .005." Do not
enter descriptors such as "NIL," "TRACE," "NEG, ` etc.,
for this purpose. If it is your reasoned judgement that one or
more of the required parameters is not present in the initial
untreated or treated process water and/or the discharge,
enter an "A" (meaning "absent") in the appropriate space.
In order for values reported to be representative, it is
recommended that they be based on from at least five to
seven analyses of composite samples (if applicable). Each of
the composite samples should be obtained by compositing
frequent samples in proportion to flow over an 'operating
day. Samples should be taken during period of maximum
production, if possible. If samples are taken at periods of
less than maximum production, state in "Remarks" the
percent of niaxinlum production that was obtained during
the sampling period.
GPO 865-710��

o 2500 WEST BLVD., CHARLOTTE, N. C. 28203
P. O. BOX 3114
TEL. [phone]
10 c7
zn'
r a t-I on 6 o or-,
t a r
Biberst- a -Ln, Boviles
.T.;c a cher,", 0, -,M� c d
197"
C)-. Dox 40 0 7
. q�j
A,
Charlot-te, C.
W E . IS Lowe , Y,
n. j) 1 c c r a 'u- c d
S'01.1-,Dle 2 T?on-Sera u e d
Sa-r.nplc- 3 500-9.pm Dowicide, DIS added
and
ae:,-,a'-c--f u
S am-o 1 c s -cocived
at Chel-.�i-Bac
c.
on 9/7
anm-,pl e
'Four
03-1 & Grease
1
39
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910
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10
C;
S 0 c `6 -'C7'"U —11 y S ul) 1-.-a I t c-
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BACT I:R'.OLOG IS75 - CONSULI-ANTS
iirDEPENDENT LABORATORIES C H, MISTS -
TES T ING - I N S P 2 C "' 1 0 N DtiV L 0 2 M CIN 7 QUALt -6 Y C 0

0.
0 - C-C
o 2500 WEST BLVD., CHARLOTTE, N. C. 28203
P. O. BOX 3114 TEL. 39, ;oSQ;rL C�5
September lo, 1975
ES
�nalysi s of Plant 'fu'a ste , Y'
.� C F�It3ER�-C 1:',• [30\rLES, ,...
r 1
-"uWz FOR: Biberstein Oowles lieacnam and Reed, Inc.
1427 7llizabeth Avenue
Charlotte ', „ C. r--4
6 �ti
ATTET;TIOI4: hr. W. E. ,Stowe
!,URKED: ider dills
.Samples received at Chem -;lac Eaboratories, Inc. on At>5ust 10`, 19'j5
ANALYSIS:. `Pest paw-s per million - J
Oil Grease 6.0
+henols \ none detected
au-rfactants 1 0.94
0roanics 40.81
LOD (5 Day) 33.0
Heavy %letals
Chromium (Cr) 0.05 f
Mickel (lei) 0 - o 5
Lead (Pb) 40.01
Zinc (Zn) 0.07
Copper (Cu) �0.05
R especti:u;;ly submitted,.
CHI
1v-BAC LABORiLTORIES, INC.
rA
CJ . C. Hi;bpell
Supervising Chemist
J OH/cw
0 fi
ble
iND£P£NaD£NT LA130RATOR1ZS CH2MISTS 0AC72R10L0GIS7S CONSULiAN S
TESTING INSPECTION DerV £L0P;/'ZN QUALITY CONTROL

biBERSiEIN, 50VILES, MEAC AM G REED
INCORPORATED
December 31, 1975
ANALYSIS F v ELL WATER ,/
SCi i EIDER MIL �, —
TAYLORSVILLL, N. C.
S?:NIl'LE DATED 8-25-75
,UTALYSIS Total Hardness as
CaCO3
Calcium Hardness as
CaCO3
ALKALINITY AS CaCO3
Phenol
Total
Chloride as Cl
pH
Total Dissolved Solids
parts per million
50
32
0
40
4
6.7
w

UiOCI,s/f Eli li , SOINLLJ NEEAViiA MM iR I\L`.ED
I NGO R PO RAT ED
December 31, 1975
Re Analysis of Upstream Creep Water
Schneider MillSs
Taylorsville, N. C.
Sample Dated 3/19/75
r
ANALYSIS parts per million
1.4
BOD5
12.9
COD
COLIFORM, FECA.' (v.2H/1GGml) 200.0
7.2
PH
Temperature(C0)
Dissolved Oxygen '
v _�/� illll � L ✓1
4 d °�

Q
DIVISION OF
ENVIRONMENTAL
Or MANAGEMENT
North Carolina Deportme.ni
E.
Na i u rqources
W.
al & Lconomic.Rel-. Dirac
JAMES E. HOLSHOUSER, JR., GOVERNOR G;EORGE W. LITTLE, SECRETARY Box 27687, Raleigh 27611
Telephone [phone]
August 9, 1976
QN,
'Mr. C . 9. Reed
J �'11
Biberstein, Bowles, Ma'acharn & Reed 1
17:3
P . 0. Box 4007 1 P
I .*,�
Charlotte, North Carol Ina 28204.
Dear Reed: e r Mr.
Z) 6 after c I ir
This is to acknowledge your. August 3,'1976 1 �.-
17 e' f 300 �00-0 gallons ons per day Of. Muddy Fork
iaylor regardi.ng the use o T
Creek water in the manufacturing process at Schneider Mills. he
best recorded flow data we have is as follows:
0.4 mile downstream of SR 1409 Ave 6.3 ci's 7-10 1.4 C-P s
At N. C. H.i ghway 16 Ave 110.0 ci's 7-10 2-.1 c 'I s
'lnfoi
Because of your likely needs for furt her -1 ffiati a - on I am for--
warding your letter to -Mr. Rex Gleason, Regional Engineer, South
Piedmont Field Office, 11I9 North Main Street, Mooresvil.1e, North
-1 .with
telephone [phone].'' He will be able to work w t
Carolina 28115,.
you directly. on this proposed project...
Sincerely,
Carter, Head
Robert A.
Water Quality Operations Branch
cc: Rex Gleason
o6 IV