NC0067865_Regional Office Historical File Pre 2018 (2)

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i State of North Carolina JUL. ` 1Qg6
Department of Natural Resources and Community Jevelopment
wain OF EX8(RDV�'ENrR( l
1.,
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 276 i�RRESYILLE RE&Ri,;',1! .''''' ENT
James G. Martin, Governorlima
` , R. Paul Wilms
t S. Thomas Rhodes, Secretary Director
Subject : NPDES Permit Application
1 NPDES Permit No. NCOO
County
1 Dear
This is to acknowledge receipt of the following documents on
r Application Form,
Engineering Proposal (for proposed control facilities) ,
Request for permit renewal ,
Application Processing Fee of $ ,
IOther _ .
The items checked below are needed before review can begin:
Application form _ (Copy enclosed) ,
Engineering Proposal (See Attachment) ,
Application Processing Fee of $ ,
Other
If the application is not made complete within thirty (30) days , it will
be returned to you and may be resubmitted when complete .
This application has been assigned to
(919/733-5083) of our Permits Unit for review. You will be advised of
c any comments recommendations, questions or other information necessary
for the review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge . If you have any questions regarding this application, please
contact the review person listed above .
I
ISincerely, -,
i
I
1 Arthur Mouberry, P.E.
t Supervisor, Permits and Engineering
k[. c c : '
E Pollution Prevention Pays i.
F
1 P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
Li........u............. . . . . .
An Equal Opportunity Affirmative Action Employer

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N. C. DEPT•. OF NATURAL RESOURCES AND COMMUNITY DEV. FOR AGENCY USE
• ENVIRONMENTAL MANAGEMENT COMMISSION
• NATIONAL POLLUTANT DISCH RGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
c, f8
STANDARD FORM C -MANUFACTURING AND COMMERQ U ,4 , U
SECTION I. APPLICANT AND FACILITY DESCRIPTION rice I1,4e. C'Cry-
Unless otherwise specified on this form all Items are to be completed. If an Item Is not applicable Indicate'NA.' 1iv kJ/LC—.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INkflt1V14EO. REFiEA TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
• 'Please Print or Type
/. Legal Name of Applicant `,,,..:xr::
Lynda Hancock
(see Instructions) `;sryy
$A
2. Mailing Address of Applicant ` �;Y;:
(see instructions) sr " .
`' Rt. 4 Box 593—A
Number&Street Yo2*0
%.,,p,
• city .4.ig Gastonia .
State 13 F
N.C..
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Y>aZW
a^^.xs.
ZipCode 1: 28054 !
alTIM '
3. APpl(cant's Authorized Agent 104 'r'� ?
(see instructions) 1? a, None
Name and Title l.P:4ir` ,;
a>o ta: jt L , F6 .
Number&Street Address 'o3b.
;<;rx° - pERMillS & LIvINt_tf(ING
City <` '0?a:;
State 1.04`;• a... ..
•
• Zip Code -11134>: •
:1" 704 824-2496
Telephone •
Y%1.03-1.
• `y> Arta Number
• 4. Previous Application .'a, Code
If a previous application for a
National or Federal discharge per- •
mit has been made.give the date •-e.
of application. Use numeric '.:,,.
designation for date. <i.4i.; YR 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.
Lynda ILL_ Hancock Ly ra Owner
Printed Name of Person Signing Title
;,'': `:
//�.// ; "^41
<':" YR MO DAY
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nature of Applicant or Authorized Agent Date Application Sinned •
Zorth Carolina General Statute: 143-215.6(b)(2) provides that: Any person who knowingly makes
my false statement representation, or certification in any application, record, report, plan,
it other document files or required to be maintained under Article 21 or regulations of the
;nvironrsental Management Commission implementing that Article, or who falsifies, tampers with,
it knowly renders inaccurate any recording or monitoring device or method required .to be
iperated or maintained under Article 21 or regulations of the Environmental Management Commissio:
saplementing that Article, shall be guilty of a misdemeanor ntnishable 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 pray-id(
punishment by a fine of not more than $10,000 or imprisonment net more than 5 years, or both,
'or a similar offense.)

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5. Facility/Activity(see instructions) FOR AGENCY USE
Give the name,ownership,and •
ililill
physical location of the plant or
other operating facility where dis-
charge(s)does or will occur. Treatment Plant for '
Name :10tia . •-•--
•
Residential Subdivision
Ownership(Public,Private or
Both Public and Private) ;*Obtl:; 0 PUB 0 PRV 0 BPP
Check block If Federal Facility 7A ':; 0 FED .
and give GSA Inventory Control &e
Number :Ygbd:r:
Location
:#:>:'
Street 6Number Q :v SR 2423 (Bud Wilson Rd. )
.,::
City • Northwest Site
��....
County >10zft
State 0011'
Single Family Subdivision
6. Nature of Business State the 'i .,;;';
nature of the business conducted
at the plant or operating facility.
'1p'.d': AGENCY USE .
7. Facility Intake Water (see Instruc-
tions) Indicate water Intake volume
per day by sources. Estimate -
average volume per day In thousand
gallons per day. 200,000
Municipal or private water system "'107a :.: thousand gallons per day
Surface water 1071i thousand gallons per day
Groundwater 1Q7o `: thousand gallons per day
' Other* `ct07d'. thousand gallons per day
Total Item 7 107e.., thousand gallons per day
*if there Is Intake water from • :::: 200, 00
'other,'specify the source. 107f.`':,
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 1 oea• , thousand gallons per day
Boller feed water 101tb thousand gallons per day
Process water(Including contact • •
cooling water) 108e• thousand gallons per day
W Sanitary water t'i0ap'' 200 r 000 thousand gallons per day
Other* 'yes'" thousand gallons per day
Total Item 8 !84f 200 f 000 'thousand gallons per day
. •If there afre•discharges to ` `:
'other,'specify. •10,{";:
If there Is'Sanitary'water use,give <7,14.
i,the number of people served. ttt{�.. 7 fnfln peol)N MW rv .
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FOR AGENCY USE
9. •All Facility Oischarges 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
Surface Water >109a1 1
IOtta2. 200, 000
Sanitary wastewater transport 109b�. 109bT..
system •
r 1,
Storm water transport system f09Cf;< „10f►c2,
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Combined sanitary and storm
water transport system •
109d1.:' 10ld ,;;
Surface impoundment with no r
effluent i 109.1:� IOP.2
Underground percolation f09lt:, 3419t2:`:
Well Injection �0991 10992.;
Waste acceptance firm 109Mt' 109*Z.:' •
Evaporation 10911:: 10012
Consumption 1091T.:: 10ttf2,;;;i
Other` 109ki". 109k2'
Facility discharges and volume
Total Item 9. fesiit..; 1 10012 200 000
•If there are discharges to'other,
specify. a 09.m1,
10. Permits,Licenses and Applications N/A
List List all existing,pending or denied permits,licenses and applications related to discharges from this facility(see Instructions).
Type of Permit ' Date Date Date Expiration
Issuing Agency For Agency Use or License ID Number Filed Issued Denied Date
YR/MO/DA Y R/MO/DA Y R/MO/DA Y R/MO/DA
a (e) K . td#.;: i(a# (ff ?:ttt3 � h3
K.
2.
3.
11. Maps and Drawings See Attached
Attach all required maps and drawings to the back of this application.(see instructions)
12. Additional information See Attached •
;1;12' item Number Information

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. FOR AGENCY USE
STANDARD FORM C — MANUFACTURING AND COMMERCIAL -Tyr
SECTION U. BASIC DISCHARGE DESCRIPTION
Complete this section for each discharge indicated in Section 1, Item 9, that is to surface waters. T his 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 FILLING OUT THESE ITIEMS.
1. Discharge Serial No.and Name
a. Olscharge.Serial No. .201a 001
(see instructions)
N/A
b. Discharge Name � 201b
Give name of discharge,it any.
(see instructions) •
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c. Previous Discharge Serial No.
If previous permit application • N/A
was made for this discharge(see 201c
Item 4,Section I),provide previ-
ous dia.haryc serial number.
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2. Discharge Operating Dates
a. Discharge Began Date If the
discharge described below is in
operation, give the date(within 202a N/A
best estimate) the discharge YR MO
began.
b. Discharge to Begin Date If the
discharge has never occurred but 86 12
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- Nf A •
tinued within the next 5 years, 202c
give the date(within best esti- YR MO
mutate) the discharge will end.
3. Engineering Report Available
Check if an engineering report is
available to reviewing agency upon ,
request. (see instructions) 203 ❑
4. Discharge Location Name the
political boundaries within which •
'
the point of discharge is located. Agency Use
North Carolina
State 2044 _
204st
County 204b Gaston 204.
(if applicable) City or rown 204e
204f
S. Discharge Point Description •
Discharge is into (check one);
•
(see instructions)
Stream (includes ditches,arroyos,
and other intermittent watercourses) 205a [ STR
Lake OLKE
Ocean ❑OCE
Municipal Sanitary Wastewater •
Transport System ❑MT5
Municipal Combined Sanitary and
Storm Transport System ❑MCS
IT f

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DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
Municipal Storm Water Transport
System ❑STS ' - -
Well(Injection) ❑WEL
Other ❑OTH
If 'other' is checked, specify SOSO,
6. Discharge Point—Lat/Long Give
the precise.location of the point
of discharge to the nearest second.
Latitude t.da 3 s DEG 10 MIN 15_SEC
Longitude 2004.: 81 DEG 9 MIN ° _SEC
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7. Discharge Receiving Water Name
Name the waterway at the point r207e,. UT Crowder r S Creek
of discharge.(see Instructions)
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For Agency Use For Agency Use
If the discharge Is through an out- 303e
Major Minor Sub '. .m:
fall that extends beyond the shore- 207b t.
line or is below the mean low • 39 >F>
•
water line,complete Item 8.
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9. Offshore Discharge
a. Discharge Distance from Shore 20fa N/A feet
b. Discharge Depth Below Water
Surface 206b _feet
9. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge Is con- 209s, (con)Continuous
tinuous or Intermittent.
(see instructions) 0(int) Intermittent
b. Discharge Occurrence Days per �7
Week Enter the average num- 2Olb .Ldays per week
ber of days per week(during
periods of discharge) this dis •
-
charge occurs.
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C. Discharge Occurrence—Months
If this discharge normally 201fc OJAN ❑FEB ❑MAR . ❑APR
operates(either intermittently, '
or continuously)on less than • ❑MAY ❑JUN ❑JUL ❑AUG
a year-around basis(excluding
shutdowns for routine mainte• OSEP CI OCT CI NOV ❑DEC
nance),check the months dur-
ing the year when the discharge
is operating. (see instructions)
:omplete Items 10 and 11 if"Inter-
littent"is checked in Item 9.a.
>therwise,proceed to Item 12. •
0. Intermittent Discharge Quantity N/A
State the average volume per dis- 210: . thousand gallons per discharge occurrence.
charge occurrence in thousands of
gallons. • .
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average 211a 11,ZAhours per day
number of hours per day the •
discharge is operating.
h. Intermittent Discharge
Frequency State the average 2114 _discharge occurrences per day
number of discharge occur- _.
fences per day during days
when discharging.
12. Maximum Flow Period Give the
time period in which the maximum 212._ From to

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DISCHARGE SERIAL NUMBER
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FOR AGENCY USE
t]. Activity Description clvea
narrative description of activity 120. 1 Single Family Residential Subdivision
producing this discharge.(see
Instructions)
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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 Table I of the Inst ruc-
tion Booklet. For SIC Codes not
listed in Table I.use raw material
or production units normally used
for measuring production,(sce
instructions)
N/A •
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a. Raw Materials
Maximum Unit Shared Oiscltarges
SIC Code Name Amount/Day (See Table I) (Serial Number)
214a (1) (2) (3_) (4) - — -- (5) --
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b. Products •
Maximum Unit Shared Discharges
SIC Code Name Amount/Day (See Table I) (Serial Number)
2140 (1) (2) • , ,(3) •-:(4) (5)
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II-3

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DISCHARGE SERIAL NUMBER
001 —'—^
FOR AGENCY USE
• Illlll ~
15. Waste Abatement
a. Waste Abatement Practices The proposed treatment plant will
Describe the waste abatement 215a Narrative:__ .—•---•- -- _..
uractices uses,on this discharge be of the package type consisting
until a brief narrative. (sec
instructions) of influent raw sewage screening , flow
'Equalization , extended aeration activated
sludge treatment , settling w/ sludge
recycle, mixed media sand filtration,
chlorination , reaeration, and aerobic
• • _ sludge digestion. Alsoeffluent flow
measurement . Plant to be constructed
in four phases.
b. Waste Abatement Codes 215b (1) PSrl/F.F (2) PEQUAL (3) BACTIV ,
Using the codes listed In Table
II of the Instruction Booklet. (4) PSF.flTM (5) PMTYPD (6) CV. DIS
describe the waste abatement SAFRt:)R
processes for this discharge in (7) MPOSTA (8) (9)
the order in which they occur -if pusahh:, (10) (1I) . (1:') .._
(13) (14) (1l)
(16) (17) (18) •
(19) (20) . (21)
(22) (23) (24)
(25)

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DISCHARGE SERIAL NUMBER
001
t FOR AGENCY USE
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
Z16 E E
a
Color i. Copper
00080 x 01042
Ammonia Iron
00610 X 01045
Organic nitrogen Lead
00605 ^ 01051
Nitrate r Magnesium
00620 •
00927
Nitrite Manganese
00615 _ 01055 •
Phosphorus Mercury
00665 71900
Sulfate Molybdenum
00945 01062
Sulfide Nickel
00745 01067
•
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
Beryllium Algicides•
01012 74051
Barium Chlorinated organic compounds•
(110(17 74052
Boron Pesticides*
01022 74053
Cadmium Oil and grease
01027 00550
Calcium Phenols.
00916 32730
Cobalt Surfactants
01037 38260
Chromium Chlorine •
01034 50060 X
Fecal coliform bacteria Radioactivity*
74055 X 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 Subsection 162.7(b)of the Regulations for the Enforcement of the Federal Insecticide, •
Fungicide,and Rodenticide Act.

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DISCHARGE SERIAL NUMBER
001 •
FOR AGENCY USE
'Pc .
17. Description of Intake and Discharge
For each of the parameters fisted 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 g ,
and chlorine(reSidual).
Influent Effluent
>,
ea
c
° ". 4- 'c U.1
*a. 10
Parameter and Code > tz > 0
.. 74 r
WAV
• 3 et c 1--
=
.4C u 0 0
••••
• u u 3-4 E E
. C • .0 K .0 X C
e c 0 XoucotDi.L3C=1 i%
• (1) (2) (3) (4) (5) (6) (7) (8)
Flow*
Gallons per day
00056 0.20 0. 20
pH
Units
00400 6 9
Temperature(winter)
* F
74028
_ Temperature(summer)
*F •
74027
Biochemical Oxygen Demand
(30D 5-day)
mg/I 250 11
00310
Chemical Oxygen Demand(COD).
mg/I
00340
Total Suspended(nonfilterable)
Solids
mg/I 250 30
00530
Specific Conductance
micromhos/cm at 25°C
00095
Settleable Matter(residue)
m1/I
00545
'Other discharges sharing intake flow(serial numbers).(see instructions)

DISCHARGE SERIAL NUMBER
001 1 FOR AGENCY USE
17. (Cont'd.)
Influent Effluent
u r
CO u u u 0 .5 7 .5
Parameter and Code . b 41 p b > i > < o
C A 0 1 • C C N •5 .0 x'X •u •11 D X 2 .,, C = C
a3 .. 1, XOwo < MOu.io u. < z < r;
(1) (2) (3) (4) (5) (6) (7) (8)
d
NH3N 25 4
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18. Plant Controls Check if the tot > 1..0
lowing plant controls are available N/A
for this discharge.
Alternate power source for major
pumping facility-
Alarm or emergency procedure for , ' 0 ALM
power or equipment(allure
Complete item 19 If discharge Is
from cooling and/or steam water .
generation and water treatment •
additives are used. •
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19. Water Treatment Additives If the
discharge is treated with any con-
ditioner,inhibitor,or algicide,
answer the following: -...':.''. N/A
a. Name of Material(s) 211?a
b. Name and address of manu•
facturer 214b,
c. Quantity(pounds added per 41:10
million gallons of water treated). ,''

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DISCHARGE SERIAL NUMBER
001 • FOR AGENCY USE
d. Chemical composition of these
additives(see instructions). 5 .
Complete Items 20-25 If there is a thermal discharge
(e.g.,associated with a steam and/or power generation
plant,steel mill,petroleum refinery,or any other
manufacturing process)and the total discharge flow is
10 million gallons per day or more. (see Instructions)
20. Thermal Discharge Source Check
the appropriate item(s)Indicating
the source of the discharge. (see • N/A
.Instructions) •
Boller Blowdown `:>? ❑BLBD
Mi•%' ;
Boller Chemical Cleaning r.;:::� ❑BCCL
::., .; ;;
Ash Pond Overflow "z'r ❑APOF
Boiler Water Treatment—EvapOra e; ❑EPBD
tor Blowdown 160
Oil or Coal Fired Plants—Effluent ` '' ❑OCFP
from Air Pollution Control Devices
Condense Cooling Water 0 CONO
Cooling Tower Blowdown • 0 CTBO
•
Manufacturing Process ❑MFPR
Other ❑OTH R •
21. Discharge/Receiving Water Temper-
ature Difference
Give the maximum temperature N/A
difference between the discharge
and receiving waters for summer
and winter operating conditions- -
(see Instructions)
Summer :221.a °F.
Winter <221b • °F.
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22. Discharge Temperature, Rate of '^<<: N/A '
Change Per Hour 22'is 0F./hour •
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
ditions. (see instructions) •
• N/A
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 10% 5% 1% Maximum
•
a. intake Water Temperature .221e of of of of
(Subject to natural changes)
b. Discharge Water Temperature 22i.b; of of of of
24. Water Intake Velocity 224.. N A feet sec.
(see Instructions)
25. Retention Time Give the length of i N/A minutes
time. In minutes, from start of
water temperature rise to discharge
of cooling water. (see instructions)
II-8

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OiSCHARGE SERIAL NUMBER
FOR AGENCY USE
001
111 11
26. Additional Information See Attached
226 Item • Information
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II-9

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FOR AGENCY USE
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
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 following Items.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 10.SUBMIT A SEPARATE SECTION III FOR EACH ONE.
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FOR AGENCY USE
1. improvements
a. Discharge Serial Number K r '�• "' Vr c r
Affected List the discharge
serial numbers,assigned In
Section II,that are covered by f
this Implementation schedule. . ''t;=" •'
b. Authority Imposing Require- .
ments Check the appropriate "•`q
. Item indicating the authority for
implementation schedule. If
the Identical implementation
schedule has been ordered by N/A
more than one authority,check
the appropriate Items. (see
Instructions)
Locally developed plan SOl'b OLOC
Areawide,Plan (DARE
Basic Plan ❑BAS
State approved Implementa-
tion schedule Osas
Federal approved water
quality standards implementa-
tion plan. YVQS
Federal enforcement proced-
ure or action ❑ENF
State court order ❑CRT
Federal court order ❑FED
C. Facility Requirement. Specify
the 3-character code of those 3-character
listed below that best describes (general)
in general terms the require- NEW
ment of the implementation Sgic
schedule and the applicable slx-
character abatement code(s)
from Table II of the Instruction
booklet. If more than one .: 1d 6-character
schedule applies to the facility (specific)
because of a staged construction (see Table II)
schedule,state the stage of con-
struction being described here
with the appropriate general •
PSCREE, PEQUAL , BACTI V r PSEDIM,
action code. Submit a separate
Section Ill for each stage of PMIXED, CCLDIS, MPOSTA, SAEROB
construction planned. -
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New Facility NEW
Modification(no increase In capacity or treatment) MOO
Increase In Capacity INC
Increase in Treatment Level INT
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Both Increase In Treatment Level and Capacity ICT
Process Change PRO
Elimination of Discharge ELI
Ili 1

FOR AGENCY USE
tct
2. Implementation Schedule and 3. Actual Completion Dates
Provide dates Imposed by schedule and any actual dates of completion for implementation steps fitted 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 7/ 1 / 86 «�a� 2
11 : .
b. Final plan submission s �: / 1 86/
Stft
C. 12/ 1 / 86 Final plan complete
<a 1/ / 8 7 sasa
d. Financing complete&contract awarded r
7 s i
f �,t ,i1.
e. Site acquired � /
1 / 86 � 0 ;
h
bf`
f. Begin action(e.9•.construction) 2/ 1/ 8 7
g. End action(e.g.,construction) k 4/ 1/ 8 7 e3ip
h. Discharge Began Ydpits: 4/ 1/ 87 r0150
RAIK
1. Operational level attained :: 5/ 1/ 87 t _/_/-

N. C. DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
i" APPLICATION NUMBER
•
DISCHARGE SERIAL NUMBER
r •
REFER TO DIRECTIONS ON REVERSE6IDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
•
u u .
D � o
0
aJ.
3 ¢ A ¢ u > > u -r u „ u
Parameter u >. >,b a E u E u ° .o >. -is.
.
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(Code) A G A A x > x > El. < z < r:
•
(€1::;,- " (2) :i„ ! (3) €. -(4).1 .. ....,(s) °; ;.. �(6)t.."u..(2) (8)
I
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 than 1-5 minutes).
information requested in each column in the units specified #C For compositetbamerof hours over which ple "#" is to be replaced
composite
the
according to the instructions given below.
average Column 1.—Enter the daily average value of the intake sample was collected. Composite samples arc corn-
water at the point it enters the facility. If intake water is binations of individual samples obtained at intervals
from more than one source, and enters the facility at over a time period. Either the volume of each in-
separate entry points, the value given in column 1 should be dividual sample is directly proportional to discharge
weighted proportional to the quantity of flow contributed flow rates or the sampling interval (for constant-
from each source. If water is treated before use,corftpletion volume samples) is inversely proportional to the
of this column is not required (see instructions for column• flow rates over the time period used to produce the
2).Values of intake are not required for mining activities. • composite.
Column 2.—If all or part of intake water is treated before
use, provide values for total intake here instead of in NA If"CONT" was entered in column
contains all parameters
Column 1. Also describe briefly, ill item 26 "additional Analytical methods.—Appendix
information," the type of treatment performed on intake with their
airtete reporting
lovels can be detd escript minedions, and
d use of one
water (e.g., rapid sand filtration, coagulation, flocculation, The p or
ion exchange, etc.) and the percent of intake water of the standard analytical methoodsasdesc bed in table-the PA Ao r
contributing to this discharge that has been treated. by methods previously approved
by State
Column 3.—Supply daily average value for the days when Administrator or Director of a federally approved
r
ingarne is iscuarg operating orasexpected ues areotoebecom- jurisdiction rat- program oovereir the Staterized in whichrthentatives) which discha discharge occurs.`If
ing (a new discharge). Daily average
flow.puted weighting discharge daily value in occurs irregulaly,pheton to value`he daily the supplied shouldtbesed is not referencced in"Remarks"or on the test procedure separate sheet. If
tIf al mnmarg represent values
in he column marked "Daily da
ys gthe d schadrgeactually determined determined
by refer nt�de less than standard the
analytical ble limit (as
techniques
an average for the average for they
occurs. Average values are not too b�sua alrnetersd r(e.g.,, (valuer instrument
nit)'` in theltappropriate space.ecify ' LT
For
specific conductance, and bacteriological p (
coliform bacteria). example, if the detectable limit is .005 mg/I and quantities
Columns 4 and 5.—Supply mland
o e any one day enter less
descriphors are
such determined,
"NIL,'SPTrfy RACET ONEG05." Doetc.t
observed discharge(or expected for new discharge) for this purpose. If it is your reasoned judgement that one or
• when the 6. isoperating. more of Column
—Specify6. the average frequency e°of days(e.g.,r the
cleat d parameters'
not
the discharge present in the .
each parameter as number analyses per gum (meaning"absent") in the appropriate space.
"3/7" is equivalent to three analyses performed every 7 enter an "A" ( g to
• days). If continuous, enter "CONT." When asamYses are In order for le col- recommended thatues theyr be basedd on be representative,
at least five to
lcctedconducted
on more thano one individual is grabp
reeled during thelsame day, the ana ih frequencyaverage of the he composite samplef scsite sho should heobtainedlby co). Each of
npos ling
reflect one analysis whose value is g individual grab sample measurements. Average frequency frequent samples in proportion to flow over an operating
should he based pecan operating month. day. Samples should he taken during period of maximum
production, if possible. If samples are taken at periods of
C'uleintn 7.--Specify the number of analyses performed at less than maximum production, state in "Remarks" the
the average frequency specified in column 6, up to 365.
Column 8. -Specify sample type as follows: percent of maximum production that was obtained during
G For grab sample (individual sample collected in less the sampling period.

•
WASTEWATER TREATMENT FACILITIES
PROPOSED SUBDIVISION
LYNDA HANCOCK PROPERTY
GASTON COUNTY, N.C.
( Northwest Site)
Basis} Of Design
1 . Development Description
Type Subdivision
Location Gaston County
Number of Units 500
Type Dwellings Single Family Homes
Type Waste Domestic
2. Process Basis of Design
Projected Flow Per Unit 400 gpd
Projected Avg. Daily Flow 200,000 gpd __
Wastewater Characteristics
BOD5 250-300 mg/1
TSS 200-250 mg/1
NH3-N 25-30 mg/1
Discharge Stream UT Crowder 's Creek
Effluent Limits (anticipated)
BOD5 11 mg/1
TSS 6 mg/1
NH3-N 7 mg/1
DO 6 mg/1
PH 6-8. 5
Fecal Coloform 1000/100 ml

•
3. Component Basis of Design
Preliminary Treatment Screening & Equalization
Biological Treatment 24 Hour Aeration
Disinfection Chlorination
Reaeration Mechanical Reaeration
Sludge Processing Aerobic Sludge Digestion
Tertiary Treatment Mixed Med Filtration
Component Design
Screening Manual-Inclined Bar Screen
Equalization
Volume Total 30, 000 Gal .
Type Variable Level
Influent Pumping Dual Submersible Grinder Pumps
Aeration
Detention 24 Hours
Total Volume 200, 000 Gal .
Type Plant Package Type
Setting
Detention Four Hours @ Avg. Daily Flow
Overflow Rate (Max. ) 250 gpd/sf
Sludge Recycle 0-100%
Sludge Holding Tank
Volume (Total ) 12, 000 Gal .
Disinfection _
Detention 30 Min.
Type Tablet
Reaeration
Type Mechanical Aeration
Detention 10 Min.
Flow Measuring
Type Indicator-Recorder for
90 V. Notch Weir
Sensor Float Actuated w/
Stilling Well
Effluent Filtration
Type Mixed Media, Gravity
(Sand & Archacite)
Design Loading 1 . 5 gpm/sf
Total Filter Area 30 sf
Accessories Automatic Backwash &
Return

INFLUENT SCREENING
• • FLOW EQUALIZATION
II
it FLOW SPLITTER BOX
i 1 I
V
f . i AEROBIC SLUDGE HOLDING
124 HOUR EXTENDED
AERATION ACTIVATED
' SLUDGE TREATMENT 1
A A A ' I
A a H a •
a H (' H 0 H (, i
(9 H H
H
O WO WO WO '
WO En0 d) 0 ; U) 0
� 0 X
I4 4 x0 0 M0 X0 (Ai in aU, p, In '
a it
)1( ; 1(: )1( \/ .—‹ .
SETTLING
CHLORINATION
lir T i
I
FILTRATION
REAERATION
—I-- + FLOW MEASURING
I
---\__f_ __ UT- CROWDERS CREEK
•
PROPOSED SUBDIVISION PROCESS FLOW SCHEMATIC ESP ASSOCIATES
LYNDA HANCOCK PROPERTY NORTHWEST SITE P.O. BOX 700
GASTON COUNTY
PINEVILLE, N.C. 28134

NPDES WASTE LOAD .___OCATION I.En•ineer Date Rec. Era
iIIIIMMIll
// . d d - �� Date /6 $
Existing O
Facility Name: . !-�j�! A Gd y
� �=�
DIVISION Of ENV1Rrn:'
Proposed ® Permit No. : N( do 6 71,65 Pipe No. :• DO / County:
P. Design Capacity (MGD) : 0.62 Industrial (% of Flo ). d Ibmestic ( % of Flow) : fO 0
Receiving Stream: VT- arvidtra Ca tt Class: C-NA'Offs'' Sub-Basin: O3o83?
/� V/
Reference USGS Quad: V/��4) (Please attach) Requestor: Flit � L Regional Office /yi�0
H 1��0(/kt,1r Spa-
M (Guideline limitations, if applicable, are to be listed on the back of this form. )
° 2.9/
Design Pang,: Drainage Area (mi ) ,?,�7 Avg. Streamflow (cfs) :
7Q10 (cfs) 0,/AP Winter 7Q10 (cfs) 0,.23,' 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : . 0$ Slope (fpm) 5 f S
Velocity (fps) : 0. 1 914 Kl (base e, per day) : 0.5V K2 (base e. per day) : /3, 93
Z
- L-8Y
sJ8/M f,),* , LtH
Effluent Monthly Effluent :':o nth ly
Characteristics Average Comments Characteristics Lverage Comments
g ODs 17 my/2 , ,aOOs s o*/
f 0 iU: w /'mile mile , DO s milt
H PissohwdZNs") 0 nijie %.S,f 30 Pxylf
5t 30 11 cl'401 /owo /oo
s �' 4,4
6 6° /aoo /�°a 6- 9 Jv
z ._,�/l _ 6-9 d v.
PCrig' a Comments:
Re IA1
'on OCb i on O
e( , PPaLed By., 9
1?/;24ecie Reviewed By: ,( Date: 8/4(

Request No. :3363
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name : LYNDA HANCOCK NW
Type of Waste : DOMESTIC
Status : PROPOSED
Receiving Stream : UT CROWDER'S CREEK
Stream Class : C
Subbasin : 030837
County : GASTON
Regional Office : MRO Drainage Area (sq mi ) : 2.47
Requestor : SALEH Summer 7010 (cfs) : 0. 116
Date of Request : 7/16/86 Winter 7010 (cfs) : 0.234
Quad : G14NW Average Flow (cfs) : 2.91
RECOMMENDED EFFLUENT LIMITS
: SUMMER WINTER
Wasteflow (mgd) : .200 .200
5-Day BOD (mg/1 ) : 17 30
Ammonia Nitrogen (mg/1 ) : „14.141 NR
Dissolved Oxygen (mg/1 ) : 5 5
-3S (mg/1 ) : 30 30
?cal Coliform (#/100m1 ) : 1000 1000
pH (SU) : 6-9 6-9
COMMENTS
Recommended by 427± 41eAtat Date _"9/% i
Reviewed by:
Tech. Support Supervisor ___ Date _ / _/
--!!!
yldL _F_
Regional Supervisor /' ��e I. "' /Date ( nK
Permits & Engineering ___ _ Date 044

rF
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No. NC 0067865
PART I - GENERAL INFORMATION
1. Facility and Address: Lynda Hancock Subdivision, Northwest
Route 4, Box 593-A
Gastonia, North Carolina 28054
2. Date of Investigation: August 28, 1986
3. Report Prepared By: J. Thurman Horne, P. E.
4. Person Contacted and Telephone Number: Mr. Dale Stewart, P. E. , 704/542-7317
5. Directions to Site: From the intersection of S. R. 2423 (Bud Wilson Road) and
N. C. Highway 274, travel south on S. R. 2423 approximately 1.8 mile. The
proposed site is on the right (west) side of S. R. 2423 approximately 1200 feet
from the pavement (through woods) . Note: The proposed site is at a point where
a power line right of way crosses the proposed receiving stream (an unnamed
tributary to Crowders Creek).
6. Discharge Point - Latitude: 35°10'15"
Longitude: 81°10'00"
Attach a USGS Map Extract and indicate treatment plant site and discharge point
on map.
USGS Quad No. : G 14 NW
7. Size (land available for expansion and upgrading) : The existing site encompasses
approximately 150 acres. There is adequate land available to construct the
proposed facilities and for future expansion and modification.
8. Topography (relationship to flood plain included) : The terrain is mildly
rolling with slopes generally less than 20%. The proposed site does not appear
to be within any flood plain.
9. Location of Nearest Dwelling: None within 1000 feet.
10. Receiving Stream or Affected Surface Waters: An unnamed tributary to Crowders
Creek
a. Classification: C
b. River Basin and Subbasin No. : 03-08-37
c. Describe receiving stream features and pertinent downstream uses: There
are no known users of the stream for any reasonable distance downstream
other than for agriculture and secondary recreation.

}age Two
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 100% Domestic
a. Volume of Wastewater: .200 MGD
b. Types and quantites of industrial wastewater: N/A
c. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only) : N/A
2. Production Rates (industrial discharges only) in Pounds: N/A
3. Description of Industrial Process (for industries only) and Applicable CRF
Part and Subpart: N/A
4. Type of Treatment (specify whether proposed or existing) : The
to construct facilities in four (4) 50,000 gpd phapeiwinli broaoses
50,000 gpd package extended aeration plant consisting• h
of Ean aeration basin a
(diffused), a clarifier, a chlorine contact basin (tablet) and an aerobic
digestor. Prior to the four (4) package wastewater treatment plants, there will
be a single bar screen, a single flow equalization basin and a single flow
splitter box. Following the package wastewater treatment plants, there will be
two (2) mixed media filters, and two (2) post aeration chambers. Each mixed
media filter and post aeration chamber will receive the effluent from two (2)
package wastewater treatment plants. The effluent from the proposed facilities
will be combined to make a single 200,000 gpd discharge which will have
instrumented flow measurement.
5. Sludge Handling and Disposal Scheme: Sludge will be periodically removed and
disposed at a municipal wastewater treatment plant.
6. Treatment Plant Classification: (Based on the preliminary engineering design)
Class II
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds (municipals
only)? N/A
2. Special monitoring requests: None
3. Additional effluent limits requests: None
4. Other: None
PART IV - EVALUATION AND RECOMMENDATIONS
The proposed engineering concept appears to be adequate to anticipate
compliance with the effluent limitations suggested by Technical Services
(BOD=17 mg/1, NH3-N=14 mg/1).
i

Page Three
It is recommended that a permit be issued with the effluent limitations
suggested by Technical Services.
a1'
-
(---Signa re--of Report Pre "rer
Water Quality Regional Supervisor

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ir----____-
Request No. :33<
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name : LYNDA HANCOCK NW
Type of Waste : DOMESTIC
Status : PROPOSED
Receiving Stream : UT CROWDER'S CREEK
Stream Class : C
Subbasin : 030837
County : GASTON
Regional Office : MRO Drainage Area (sq mi ) : 2.47
Requestor = SALEH Summer 7010 (cfs) : 0. 116
Date of Request : 7/16/86 Winter 7010 (cfs) : 0.234
Quad : 014NW Average Flow (cfs) : 2.91
RECOMMENDED EFFLUENT LIMITS
: SUMMER WINTER
Wasteflow (mgd) : .200 .200
5-Day HOD (mg/1 ) : 17 • 30
Ammonia Nitrogen (mg/1 ) : XS/ye NR
Dissolved Oxygen (mg/1 ) : 5 5
TSS (mg/1 ) : 30 30
Fecal Coliform (*/100m1 ) : 1000 1000
pH (SU) : 6-9 6-9
:
:
COMMENTS
Recommended by 74_21r#100,11__ Date f/Ig
LReviewed by: .
Tech. Support Supervisor ___ 44 Date _ fl2 l c4
Regional Supervisor Ill Date
Permits L Engineering Date

esSUA' N C.. ,gl)
,j ^ nip n• !T r
` ^ - .. ...
State of North Carolina firs t,`"-. :74/ I,a;,., �r
Department of Natural Resources and Community DevelsolDgfOtitofr��F
Division of Environmental Management
512 North Salisbury Stiett • Raleigh, North Carolina 27611
James G. Martin, Governor February 10, 1987 R. Paul Wilms
S. Thomas Rhodes, Scut-wry CERTIFIED MAIL Director
RETURN RECEIPT REQUESTED
Ms . Lynda W. Hancock
Route 4 , Box 593-A
Gastonia , NC 28054
Subject : Permit No . NC0067865
Hancock Property
Gaston County
Dear Ms . Hancock:
In accordance with your application for discharge permit received on
July 10, 1986, we are forwarding herewith the subject State - NPDES permit .
This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215 . 1 and the Memorandum of Agreement between North Carolina and
the US Environmental Protection Agency dated December 6 , 1983 .
If any parts , measurement frequencies or sampling requirements
contained in this permit are unacceptable to you, you may request a waiver
or modification pursuant to Regulation 15 NCAC 2B . 0508(b) by written
request to the Director identifying the specific issues to be contended .
Unless such request is made within 30 days following receipt of this permit ,
this permit shall be final and binding. Should your request be denied , you
will have the right to request an adjudicatory hearing .
Please take notice that this permit is not transferable. Part II, B . 2 .
addresses the requirements to be followed in case of change in ownership or
control of this discharge .
This permit does not affect the legal requirement to obtain other
permits which may be required by the Division of Environmental Management or
permits required by the Division of Land Resources, Coastal Area Management
Act or any other Federal or Local governmental permit that may be required .
If you have any questions concerning this permit , please contact Mr .
Dale Overcash, at telephone number 919/733-5083 .
Sincerely ,
OlGfiNAL G ED RY
•
R. /aV(
cc : Mr . Jim Patrick, EPA
Pollution Prevention Pays
P.O. Box 27687, Rakigh, North Carolina 27611-7687 Telephone [phone]

/1 Permit No . NC0067865
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General
Statute 143-215 . 1 , other lawful standards and regulations promulgated
and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act , as amended ,
Ms . Lynda W. Hancock
is hereby authorized to discharge wastewater from a facility located
on
NCSR 2423
Gaston County
to receiving waters designated as an unnamed tributary to Crowders
Creek in the Catawba River Basin
in accordance with effluent limitations , monitoring requirements , and
other conditions set forth in Parts I , II, and III hereof .
This permit shall be effective February 10, 1987
This permit and the authorization to discharge shall expire at
midnight on January 31, 1992
Signed this day of February 10, 1987
ORIGINAL:SIGNED 6Y
R. PAUL WILP, S
R. Paul Wilms , Director �~~�
Division of Environmental Management
By Authority of the Environmental
Management Commission

Permit No . NC0067865
SUPPLEMENT TO PERMIT COVER SHEET
Ms . Lynda W. Hancock
is hereby authorized to :
1 . Enter into a contract for construction of a wastewater
treatment facility, and
2 . Make an outlet into an unnamed tributary to Crowders Creek,
and
3. After receiving an Authorization to Construct from the
Division of Environmental Management , construct and operate a
0. 200 MGD wastewater treatment facility consisting of a bar
screen, flow equalization basin, flow splitter box and four
50, 000 gpd package extended aeration plants consisting of an
aeration basin, clarifier , chlorine contact basin and aerobic
digestor, and two mixed media filters and two post aeration
chambers located at the proposed subdivision on NCSR 2423 in
Gaston County (See part III of this permit) , and
4 . Discharge from said treatment works into an unnamed tributary
to Crowders Creek which is classified Class "C" waters in the
Catawba River Basin.

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A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Winter: November 1 - March 31
During the period beginning on the effective date of the Permitand lasting until expiration,
• the permittee is authorized to discharge from outfall(s) serial number(s) ool.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kglday (lbs/d�a ) Other•Units (Specify) Measurement Sale_ * Sample
Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. Frequency -Type Location
1
Flow 0.20 MGD
Continuous Recording I or E
BOD, 5Day, 20°C 30.0 mg/1 45.0 mg/1 2/Month Composite E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/Month Composite E
NH as N 2/Month Composite E
Digsolved Oxygen (minimum) 5.0 mg/1 5.0 mg/1 Weekly Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml 2/Month Grab E,U,D
Residual Chlorine Daily Grab. E
Temperature Weekly Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
I
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
= -v-o
nCD
The pH shall not be less than 6.o standard units nor greater than 9.0 standard units and
shall be monitored 2/Month at the effluent by grab sample. a. Z
There shall be no discharge of floating solids or visible foam. in other than trace amounts. Li, c• 0

3
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A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Summer: April 1 - October 31
During the period beginning on the effective date of the Permitand lasting until expiration,
• the penmittee is authorized to discharge from outfall(s) serial number(s) 001. .
Such discharges shall be limited and monitored by the pennittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements .
Kg(day (lbs/dy) Other-Units (Specify) Measurement Sample * Sample
Monthly Avg. Weekly Avg. Monthly Avg. weekly Avg. Frequency Type Location
Flow 0.20 MGD
o Continuous Recording I or E
BOD, 5Day, 20 C 17.0 mg/1 25.5 mg/1 2/Month Composite E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/Month Composite E
NH3 as N 14.0 mg/1 21.0 mg/1 2/Month Composite E
Dissolved Oxygen (minimum) 5.0 mg/1 5.0 mg/1 Weekly Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml 2/Month Grab E,U,D
Residual Chlorine Daily Grab. E
Temperature Weekly Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
I
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
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The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and °; ; .-4
shall be monitored 2/Month at the effluent by grab sample. oN Z
There shall be no discharge of floating solids or visible foam in other than trace amounts. kJ, o 0

Part I
Permit No . NC
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent
limitations specified for discharges in accordance with the
folllowing schedule :
2. No later than 14 calendar days following a date identified in
the above schedule of compliance, the permittee shall submit
either a report of progress or, in the case of specific actions
being required by identified dates , a written notice of
compliance or noncompliance. In the latter case, the notice
shall include the cause of noncompliance, any remedial actions
taken, and the probability of meeting the next scheduled
requirement .
H4

C. MONITORING AND REPORTING
1. Representative Sampling
Samples collected and measurements taken as required herein
shall be characteristic of the volume and nature of the
permitted discharge. Samples collected at a frequency less
than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period which
the sample represents.
2. Reporting
Monitoring results obtained during the previous month(s)
shall be summarized for each month and reported on a monthly
Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1 . 1,
2, 3,) or alternative forms approved by the Director, DEM,
postmarked no later than the 30th day following the
completed reporting period.
The first DMR is due on the last day of the month following
the issuance of the permit or in the case of a new facility,
on the last day of the month following the commencement of
discharge. Duplicate signed copies of these, and all other
reports required herein, shall be submitted to the following
address:
Division of Environmental Management
Water Quality Section
ATTN: Central Files
Post Office Box 27687
Raleigh, NC 27611
3. Definitions
a. Act or "the Act" : The Federal Water Pollution Control
Act, also know as the Clean Water Act, as amended, 33 U.S.C.
1251, et. seq.
b. The monthly average, other than for fecal coliform
bacteria, is the arithmetic mean of all the samples
collected in one calendar month. The monthly average for
fecal coliform bacteria is the geometric mean of samples
collected in one calendar month.
c. The weekly average, other than for fecal coliform
bacteria, is the arithmetic mean of all the samples
collected during one calendar week (Sun-Sat) . The weekly
average for fecal coliform bacteria is the geometric mean of
all samples collected in one calendar week (Sun-Sat) .
H 5

d. DEM or Division: means the Division of Environmental
Management, Department of Natural Resources and Community
Development.
e. EMC: used herein means the North Carolina Environmental
Management Commission.
f. Flow, M3/day (MGD) : The flow limit expressed in this
permit is the 24 hour average flow, averaged monthly. It is
determined as the arithmetic mean of the total daily flows
recorded during the calendar month.
g. Arithmetic Mean: The arithmetic mean of any set of
values is the summation of the individual values divided by
the number of individual values.
h. Geometric Mean: The geometric mean of any set of values
is the Nth root of the product of the individual values
where N is equal to the number of individual values. The
geometric mean is equivalent to the antilog of the
arithmetic mean of the logarithms of the individual values.
For purposes of calculating the geometric mean, values of
zero (0) shall be considered to be one (1) .
i. Composite Sample: These samples consist of grab samples
collected at equal intervals and combined proportional to
flow, a sample continuously collected proportionally to
flow, or equal volumes taken at varying time intervals. If a
composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent
grab samples shall be no greater than hourly. Intervals
between effluent grab samples shall be no greater than
hourly except where the detention time of the wastewater in
the facility is greater than 24 hours, in which case, the
interval between grab samples shall be no greater in number
of hours than the detention time in number of days;
provided, however, in no case may the time between effluent
grab samples be greater than six hours nor the number of
grab samples less than four during any discharge period of
24 hours or less.
j . Grab Sample: Grab samples are individual samples
collected over a period of time not exceeding 15 minutes;
the grab sample can be taken manually.
H 6

4. Test Procedures
Test procedures for the analysis of pollutants shall conform
to the EMC regulations published pursuant to N.C.G.S.
143-215.63 et seq, the Water and Air Quality Reporting Act,
and to regulations published pursuant to Section 304 (g) , 33
USC 1314, of the Federal Water Pollution Control Act, As
Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the
requirements of this permit, the permittee shall record the
following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s)
designated herein more frequently than required by this
permit, using approved analytical methods as specified
above, the results of such monitoring shall be included in
the calculation and reporting of the values is required in
the DMR. Such increased frequency shall also be indicated.
The DEM may require more frequent monitoring or the
monitoring of other pollutants not required in this permit
by written notification.
7. Records Retention
All records and information resulting from the monitoring
activities required by this Permit including all records of
analyses performed and calibration and maintenance of
instrumentation and recordings from continuous monitoring
instrumentation shall be retained for a minimum of three (3)
years. This period of retention shall be extended during the
course of any unresolved litigation or if requested by the
Division of Environmental Management or the Regional
Administrator of the Environmental Protection Agency.
H 7

PART II GENERAL CONDITIONS
A. MANAGEMENT REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with
the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than
or at a level in excess of that authorized shall constitute
a violation of the permit. Any anticipated facility
expansions, production increases, or process modifications
which will result in new, different, or increased discharges
of pollutants must be reported by submission of a new NPDES
application or, if such changes will not violate the
effluent limitations specified in this permit, by notice to
the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not
previously limited.
2. Noncompliance Notification
The permittee shall report by telephone to either the
central office or appropriate regional office of the
division as soon as possible but in no case more than 24
hours or on the next working day following the occurrence or
first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control
facility which results in the discharge of significant
amounts of wastes which are abnormal in quantity or
characteristic, such as the dumping of the contents of a
sludge digester, the known passage of a slug of
hazardous substance through, the facility or any other
unusual circumstances.
b. Any process unit failure, due to known or unknown
reasons, that render the facility incapable of adequate
wastewater treatment, such as mechanical or electrical
failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or
treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion
of the influent to such station or facility.
d. Any time that self-monitoring information indicates
that the facility has gone out of compliance with its
NPDES permit limitations.
H 8

Persons reporting such occurrences by telephone shall also
file a written report in letter form within 15 days
following first knowledge of the occurrence.
3. Facilities Operation
The permittee shall at all times maintain in good working
order and operate as efficiently as possible all treatment
or control facilities or systems installed or used by the
permittee to achieve compliance with the terms and
conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize
any adverse impact to navigable waters resulting from
noncompliance with any effluent limitations specified in
this permit, including such accelerated or additional
monitoring as necessary to determine the nature and impact
of the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities is prohibited,
except (i) where unavoidable to prevent loss of life or
severe property damage, or (ii) where excessive storm
drainage or runoff would damage any facilities necessary for
compliance with the effluent limitations and prohibitions of
this permit. All permittees who have such sewer bypasses or
overflows of this discharge shall submit, not later than six
months from the date of issuance of this permit, detailed
data or engineering estimates which identify:
a. The location of each sewer, system bypass or overflow;
b. The frequency, duration and quantity of flow from
each sewer system bypass or overflow.
The permittee shall report by telephone to either the
central office or appropriate regional office of the
division as soon as possible but in no case more than 24
hours or on the next working day following the occurrence or
first knowledge of the occurrence of any diversion from or
bypass of facilities.
H 9

6. Removed Substances
Solids, sludges, filter backwash, or other pollutants
removed in the course of treatment or control of wastewaters
shall be disposed of in accordance with NCGS 143-215.1 and
in a manner such as to prevent any pollutant from such
materials from entering waters of the State or navigable
waters of the United States.
7. Power Failures
The permittee is responsible for maintaining adequate
safeguards to prevent the discharge of untreated or
inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby
generators or retention of inadequately treated effluent.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction
of any onshore or offshore physical structures or facilities
or the undertaking of any work in any navigable waters.
B. RESPONSIBILITIES
1. Right of Entry
The permittee shall allow the Director of the Division of
Environmental Management, the Regional Administrator, and/or
their authorized representatives, upon the presentations of
credentials:
a. To enter upon the permittee's premises where an
effluent source is located, or in which any records are
required to be kept under the terms and conditions of
this permit; and
b. At reasonable times to have access to and copy any
records required to be kept under the terms and
conditions of this permit; to inspect any monitoring
equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
H 10

2. Transfer of Ownership or Control
This permit is not transferable. In the event of any
change in name, control or ownership of facilities from
which the authorized discharge emanates or is contemplated,
the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of
the need to obtain a permit in the name of the prospective
owner. A copy of the letter shall be forwarded to the
Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under NCGS
143-215.3 (a) (2) or Section 308 of the Federal Act, 33 USC
1318, all reports prepared in accordance with the terms
shall be available for public inspection at the offices of
the Division of Environmental Management. As required by the
Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may
result in the imposition of criminal penalties as provided
for in NCGS 143-215.1 (b) (2) or in Section 309 of the
Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS
143-215.1 (b) (2) and NCGS 143-215.1 (e) respectively, this
permit may be modified, suspended, or revoked in whole or in
part during its term for cause including, but not limited
to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure
to disclose fully all relevant facts; or
c. A change in any condition that requires either a
temporary or permanent reduction or elimination of the
authorized discharge.
H 1,1

5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent
standard or prohibition (including any schedule of
• compliance specified in such effluent standard or
prohibition) is established under Section 307 (a) of the Act
for a toxic pollutant which is present in the discharge, if
such standard or prohibition is more stringent than any
limitation for such pollutant in this permit, this permit
shall be revised or modified in accordance with the toxic
effluent standard prohibition and the permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part
II, A-5) and "Power Failures" (Part II, A-7) , nothing in
this permit shall be construed to relieve the permittee from
any responsibilities, liabilities, or penalties for
noncompliance pursuant to NCGS 143-215.3, 143-215.6 or
Section 309 of the Federal Act, 33 USC 1319. Furthermore,
the permittee is responsible for consequential damages, such
as fish kills, even though the responsibility for effective
compliance may be temporarily suspended.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the
institution of any legal action or relieve the permittee
from any responsibilities, liabilities, or penalties to
which the permittee is or may be subject to under NCGS
143-215.75 et seq. or Section 311 of the Federal Act, 33 USC
1321. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily
suspended.
8. Property Rights
The issuance of this permit does not convey any property
rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private
property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations.
H 12

9. Severability
The provisions of this permit are severable, and if any
provision of this permit to any circumstance is held
invalid, the application of such provision to other
circumstances, and the remainder of this permit shall not be
affected thereby.
10. Expiration of Permit
Permittee is not authorized to discharge after the
expiration date. In order to receive authorization to
discharge beyond the expiration date, the permittee shall
submit such information, forms, and fees as are required by
the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a
permit after the expiration will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6, and 33
USC 1251 et seq.
H 13

PART III OTHER REQUIREMENTS
A. Previous Permits
All previous State water quality permits issued to this
facility, whether for construction or operation or discharge,
are hereby revoked by issuance of this permit. The conditions,
requirements, terms, and provisions of this permit authorizing
discharge under the National Pollutant Discharge Elimination
System govern discharges from this facility.
B. Construction
No construction of wastewater treatment facilities or additions
thereto shall be begun until Final Plans and Specifications have
been submitted to the Division of Environmental Management and
written approval and Authorization to Construct has been issued.
C. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the
permittee shall employ a certified wastewater treatment plant
operator in responsible charge of the wastewater treatment
facilities. Such operator must hold a certification of the grade
equivalent to or greater than the classification assigned to the
wastewater treatment facilities.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of
the Division of Environmental Management, conduct groundwater
monitoring as may be required to determine the compliance of
this NPDES permitted facility with the current groundwater
standards.
E. Limitations Reopener
This permit shall be modified or alternatively, revoked and
reissued, to comply with any applicable effluent guideline or
water quality standard issued or approved under Sections
302 (b) (2) (c) , and (d) , 304 (b) (2) , and 307(a) (2) of the Clean
Water Act, if the effluent guideline or water quality standard
so issued or approved:
1) contains different conditions or is otherwise more
stringent than any effluent limitation in the permit; or
2) controls any pollutant not limited in the permit.
H 14

Part III Continued
Permit No . NC0067865
F. Toxicity Reopener
This permit shall be modified , or revoked and reissued to
incorporate toxicity limitations and monitoring requirements in the
event toxicity testing or other studies conducted on the effluent
or receiving stream indicate that detrimental effects may be
expected in the receiving stream as a result of this discharge .
G. If this facility is built in phases , plans and specifications for
the next phase shall be submitted when the flow to the existing
units reaches 80% of the design capacity of the facilities on line .
At no time may the flow tributary to the facility exceed the design
capacity of the existing units .
H. The treatment system built for this discharge must provide adequate
reliability. This is to include at a minimum standby power , flow
equalization and duality of all treatment components .

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„.STATE
”)
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 12, 1987
Ms. Lynda W. Hancock
Route 4, 593-A
Gastonia, North Carolina 28054
Subject: NPDES Permit No. NC 0067865
Hancock Property
Gaston County, NC
Dear Ms. Hancock:
• Our records indicate that NPDES Permit No. NC 0067865 was issued on
February 10, 1987 for the discharge of wastewater to the surface waters of the
State from your facility. The purpose of this letter is to advise you of the
importance of the Permit and the liabilities in the event of failure to comply
with the terms and conditions of the Permit. If you have not already done so,
it is suggested that you thoroughly read the Permit. Of particular importance
is Page M3.
Page M3 sets forth the effluent limitations and monitoring requirements
for your discharge(s). Your discharge(s) must not exceed any of the
limitations set forth. The section headed "Monitoring Requirements" describes
the measurement frequencies, sample types and sampling locations. Upon
commencement of your discharge (or operation), you must initiate the required
monitoring. The monitoring results must be entered on the DMR forms furnished
to you by this Agency. If you have not received these forms, they should be
arriving shortly. If you fail to receive the form, please contact this Office
as quickly as possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1), plus instructions for completing the form. It is
imperative that all applicable parts be completed, otherwise the forms may be
returned to you as incomplete. Failure to properly complete the forms may
also result in an automatic $300.00 fine.
The remaining Parts of the Permit (Parts II and III) set forth
definitions, general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s). The
conditions include special reporting requirements in the event of
noncompliance, bypasses, treatment unit/process failures, etc. Also addressed
are requirements for a certified wastewater treatment plant operator if you
are operating wastewater treatment facilities. Any changes in operation of
wastewater treatment facilities, quantity and type of wastewater being treated
919 North Main Street, P.O. Box 950, Mooresville, N.C. 28115-0950•Telephone [phone]
An Equal Opportunity Aftinnative Action Employer

1111111111
Ms. Lynda Hancock
Page Two
February 12, 1987
or discharged, expansions and/or upgrading of wastewater treatment facilities
must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES Permit
subjects the Permittee to enforcement action pursuant to Section 143-215.6 of
the North Carolina General Statutes. A civil penalty of up to $10,000 per day
per violation plus criminal penalties may be assessed for such violations.
As a final note, an NPDES Permit is normally issued for a five-year
period. Permits are not automatically renewed. Renewal requests must be
submitted to this Agency no later than 180 days prior to expiration. Please
make note of the expiration date of your Permit. This date is set forth on
Page M-1 or I-1 of the Permit. Also note that NPDES Permits are not
transferable. If you, as the Permittee, cease to need this Permit, through
cessation of the discharge, then you should request that the Permit be
rescinded.
As mentioned previously, the purpose of this letter is to advise you of
the importance of your NPDES Permit. Please read the Permit and contact this
• Office at 704/663-1699 in Mooresville if you have any questions or need
clarification. We look forward to providing any assistance.
Sincerely,
2 I cs
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:se

•
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Permit No . NC0067865 y
/ri
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General
Statute 143-215 . 1 , other lawful standards and regulations promulgated
and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended ,
Ms . Lynda W. Hancock
is hereby authorized to discharge wastewater from a facility located
on
NCSR 2423
Gaston County
to receiving waters designated as an unnamed tributary to Crowders
Creek in the Catawba River Basin
in accordance with effluent limitations , monitoring requirements , and
other conditions set forth in Parts I , II, and III hereof .
This permit shall be effective
This permit and the authorization to discharge shall expire at
midnight on
Signed this day of
li..,..---:, 1 ..„-
K.;
R. Paul Wilms , Director
Division of Environmental Management
By Authority of the Environmental
Management Commission

•
Permit No . NC0067865
SUPPLEMENT TO PERMIT COVER SHEET
Ms. Lynda W. Hancock
is hereby authorized to:
1 . Enter into a contract for construction of a wastewater
treatment facility, and
2 . Make an outlet into an unnamed tributary to Crowders Creek,
and
3. After receiving an Authorization to Construct from the
Division of Environmental Management , construct and operate a
0. 200 MGD wastewater treatment facility consisting of a bar
screen, flow equalization basin, flow splitter box and four
50, 000 gpd package extended aeration plants consisting of an
aeration basin, clarifier, chlorine contact basin and aerobic
digestor, and two mixed media filters and two post aeration
chambers located at the proposed subdivision on NCSR 2423 in
Gaston County (See part III of this permit) , and
4. Discharge from said treatment works into an unnamed tributary
to Crowders Creek which is classified Class "C" waters in the
Catawba River Basin.

3
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A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Winter: November 1 - March 31
During the period beginning on the effective date of the Permi tend lasting until expiration,
• the permittee 1s authorized to discharge from outfall(s) serial numbers) ool.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/da ) Other-Units (Specify) Measurement . Sample . * Sample
Monthly Avg. Weekly Avg. Monthly Avg. weekly avg. requency Type Location
I 0.20 MGD
Flow - -
o Continuous Recording I or E .;
BOD, 5Day, 20 C 30.0 mg/1 45.0 mg/1 2/Month Composite E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/Month Composite E
NH3 as N 2/Month Composite E
Dissolved Oxygen (minimum) 5.0 mg/1 5.0 mg/1 Weekly Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml 2/Month Grab E,U,D
Residual Chlorine Daily Grab. E
Temperature Weekly Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
r
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
212'0V
CI ID a a
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and
shall be monitored 2/Month at the effluent by grab sample. ix, _ `~
There shall be no discharge of floating solids or visible foam. In other than trace amounts. u' .

3
W •
A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Summer: April 1 - October 31
During the period beginning on the effective date of the Permitand lasting until expiration,
• the permittee is authorized to discharge from outfall(s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements ..
Kg/day (lbs/da ) Other•Units (Specify) Measurement Sam l
ple * S e
Monthly Avg. Weekly Avg. Monthiy Avg. weekly Avg. requency Type Location
1
Flow 0.20 MGD •
Continuous ' Recording I or E
BOD, 5Day, 20-C 17.0 mg/1 25.5 mg/1 2/Month Composite E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/Month Composite E
NH3 as N 14.0 mg/1 21.0 mg/1 2/Month Composite E
Dissolved Oxygen (minimum) 5.0 mg/i 5.0 mg/1 Weekly Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml 2/Month Grab E,U,D
Residual Chlorine Daily Grab. E
Temperature Weekly Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Quarterly Composite --E
Total Phosphorus Quarterly Composite E
r
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
omega
II 3
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and c^ -
o
shall be monitored 2/Month at the effluent by grab sample. Poz
There shall be no discharge of floating solids or visible foam in other than trace amounts. u1 o

Prr. Part III Continued
Permit No. NC0067865
F. Toxicity Reopener
This permit shall be modified, Or revoked and reissued to
incorporate toxicity limitations and monitoring requirements in the
event toxicity testing or other studies conducted on the effluent
or receiving stream indicate that detrimental effects may be
expected in the receiving stream as a result of this discharge .
G. If this facility is built in phases , plans and specifications for
the next phase shall be submitted when the flow to the existing
units reaches 80% of the design capacity of the facilities on line.
At no time may the flow tributary to the facility exceed the design
capacity of the existing units.