NC0026921_Draft Permit and Staff Report_19760123

�. Permit No. NC0026921
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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,
HE TQWN OFPA I0`w
is hereby authorized to discharge wastewater from a facility located at
The Parkton Wastewater Treatment Plant, Robeson County,'North Carolina
to receiving waters Dunn°s Marsh in the Lumber River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof. ;
This permit shall become effective :
This permit and the authorization to discharge shall expire at midnight
on
Signed this the day of
.W. E. Knight, Acting Director .
Division of Environmental Management
By Authority of the Environmental
Management Commission
M 1 & I i

w
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (Initial)
a
During the period beginning on the effective date and lasting untilJune 30, 1977,
the permittee is authorized to discharge from outfall' serial number001. Such
discharge shall be limited and monitored by the permi.ttee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
kg/dam (lbs/day) Other Units (Specify) Measurement Sam le Sample
Monthly Avg. Weekly.Avg. Monthly Avg: Weekly'Avg.. Frequency r Type Location
Flow, M3/day (MGD) -- 378.5(0.1) -- Weekly Continuous Inf. or eff.
Biochemical Oxygen Demand
5-day 200C 37.8(83.4)
Total Suspended Solids 37.8(83.4)
Settleable Matter --
Chemical Oxygen Demand --
Total Residue --
Ammonia, as N
56.7(125.1) 100 mg/l .150 mg/1.... Semi-annually Composite Inf. & eff.
56.7(125.1) 100 mg/l 150-mg/l Annually Composite Inf. & eff.
Weekly Grab Effluent
Semi-annually Composite Effluent
Annually Composite Inf. & eff.
__ -- Annually Composite Inf. & eff.
The temperature shall be such as to not cause a temperature in the.receiving stream of 50F
above ambient stream water temperature, and shall be monitored weekly via grab sample from
the effluent.
The pH shall not be less than 6 standard units nor greater than 9 standard units
and shall be monitored quarterly via grab samples from the influent and effluent.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
*Stream monitoring requirements are set forth in Part III, Section of this Permit.
**"Daily" means every day on which a discharge occurs except Saturdays, Sundays and legal holidays.

A. .(2)... EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (Final)
During the period beginning July 1, 1977, and lasting until expiration of this Permit,
'the permittee is authorized to discharge from outfall serial number 001. Such',
discharge shall be limited and monitored by the permittee_as specified below:
_ffluent Characteristics Discharge Limitations Monitoring Requirements'*
kg/day (lbs_/day) Other Units Specify)_ Measurement Sample Sam le .
Weekl .Av Monthl"`Av Weekl•"Av Frequency** -Type Location
Monthly Avg. y y
3 378.5(0.1) - Daily Continuous .Inf, or eff.
Flow, M /day (MGD) --. -
Biochemical Oxygen Demand =
5-day; 20°C r° 11:.124; 2) - ". 1.6.5'.(36.3) , � " 29 mg/l 43.5' mg/l Monthly Composi to ,.: Inf:• & eff: ` .
Total Suspended Solids 11.3(25),_ 17(37.5) 30 mg/1 45•mg/l Quarterly Composite Inf.' &eff.
Ammonia, as N - 5..7 (12.5) 8.5(18.8) 15` mg/1 22."5 mg/1 Quarterly Composite Inf. &eff.
Fecal Coliform Bacteria.
Geometric Mean .
__ 200/1D0,:ml.:. 400/100ml Monthly." Grab Effluent
Dissolved Oxygen (Min.) -- -- .5.mg/1 5 mg/1 Daily Grab Effluent .
--
Settleable. Matter -- - Daily Grab Effluent.,
-_•
:."
.Chemical. Oxygen Demand Monthly Composite Effluent
Total Residue -- -- -- Quarterly.' Composite Inf., & eff.-
- - - -s==� __-
--Res.idual Chlorine = -- Grab Eff cent_
The temperature shall be such as to not cause a temperature in the .receiving stream of 5oF
above ambient stream water temperature, and shall be monitored daily via grab samples from
the effluent. ;
The "pH shall not be less than 6 " . standard units nor greater than 9 standard units o • C
N �CD c+ ,
and' shal1 be monitored monthly via grab samples from the influent and effluent, M C+
There shall be no.discharge of floating solids'or visible foam in other than trace amounts. —• o 0
*Stream monitoring requirements are -set forth in Part III,.Section.E of this Permit.
**"Daily" means every day on which a'discharge occurs except Saturdays, Sundays and legal holidays.;

Part I "
I Page of
Permit No. NCO026921
B. SCHEDULE OF COMPLIANCE
1.- The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
(a) Submit plans and specifications and Step'III grant application -
on or before September 15, 1976:
(b) Begin Construction of facilities necessary to comply with final
• effluent l imi tati ons - on or before Februaryj 15, 1977.
(c). Submit a Report of progress - November 1�5,�1977.
I .
(dj -Complete construction of facilities on;or,before August 1.5, 1978.
(e) Comply with final effluent limitations within 60.days following
completion of.construction or.by Octob&1 151, 1978, whichever occurs
first. 4
The State of North Carolina will not enfprceilthe'final effluent limits
contained herein during the time covered :by compli ance 'schedule so
long as the permittee is in compliance with the compliance schedule.
_Neither failure of the Environmental Protection;Agency to provide grants
funds no.r.failure of either the Sate or the Environmental Protection
Agency to process submitted documents in a.t'imeily fashion shall be deemed
as permittee's failure to comply. However, failure of the.permittee to
submit approvable plans of study, facilitiesi�pl,ans, plans -and specifi-
cations or grant application shall be deemed, as: permittee's failure to.
_ comply. If the applicant fails to comply with the above compliance
schedule, this 'No Action Statement' becomes;�nu;l1 and void and enforce -
merit actions for noncompliance with final effluent limits may begin im-
mediately. During the period of time reflected in the compliance sche-
dule theinitial limits'shall be enforced by the State provided. the per-
mittee is in compliance with'the Schedule."
2. .No later than 14 calendar days following a da'te,�identified in the above
schedule.of compliance; the permittee shall submit either a report of pro-
gress, 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 schedules.require-
ment:
i,
M 4. & I 4 ;

` PART ;III :
-_ Page .of--- - -- -- - - - --
:
Permit No. NC.0026921
B.
-'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.- Receipt of the permitl!constitutes
notice of
such action. The conditions, requirements, terms,l;and
provisions of this
,permit authorizing discharge under the National Pollutant
Discharge Elimi-
-
nation System. governs discharges from this fad -lity..
C.
.,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; If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the pl.ans, the plans may be consider.-ed approved and construction
authorized.. .
D.
'Certified Operator a
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 fac{ili;ties. Such' operator
-_.
must hold 'a certification`of-the grade equivalent ;to .;the classification.
-assigned to the wastewater treatment facilities.
E.
Stream Monitoring.Requirements*
Interim Requirements - to be monitored during periiod!of.time that interim .,
limitations are in effect. R
Parameter :_, Frequency
Temperature Veekly
DyO.. Weekly :..
Quarterly
BOD5 Semi-annually..
Fecal Coliform Semi-annually '
COD Semi-annually,.
Final Requirements - to be _monitored during, period of .time that. final
limits are in effect.
Parameter Frequency**
f
Temperature : Daily
D.O. Daily
pH = Monthly
r
:.BOD5 Monthly
COD r .Monthly
Fecal.Coliform -Monthly
*All samples shall be grab. samples taken from both upstream and downstream
.
`-locations for all parameters.- ."
**Daily stream sampling frequency may be reduced at each sampling station to one
(1) time per week except during the months of June, ,July, August and September,
M ,G 0- T 17
..,tie., +r,o-Frcminnry mimi- hp nn less than three (3) times. Per week at each sampling

STAFF REPORT AND RECOM4ENDATIONS I
Part I INSPECTION OF PROPOSED WASTEWATER_ TREATMENT: PLANT SITE
1. -Place visited: Town of Parkton Wastewater Treatment Plant, Robeson
County, North Carolina i
,
2: Date: January 2.3, 1976 1'
3.` By: Rex Gleason and M. C. Goodwin ^
4., Persons contacted: Horace Parnell
;.. 5. Directions to site: From junction of SR 1723 ;and SR 1724 near Parkton,
Robeson County, travel approximately 0.8 milelsouth and turn right on
dirt access road which goes to plant site. „
6. The bearing and distance to the proposed point of effluent discharge
is as Dunn's Marsh 500 feet .upstream from the confluence of Dunn's
" Marsh and Little Marsh Swamp.- Latitude - 340 '53' 00" and longitude -
.r
- QO".
79°
7. 'Size: 5 acres for new site.
8. Topography: Flat to gently rolling
9. Location of nearest dwelling: over 1,000 feet.
10: Receiving stream: Dunn's Marsh
(a) Classification: C
(b) Minimum 7-day, 1D-year.discharge at'site; 0.1 cfs.
(c) Usages Fishing, boating, wading and anyjother usage except as -a
source of water supply -for drinking, culinary,or food processing
purposes. _
-Part II DESCRIPTION OF PROPOSED TREATMENT WORKS
Applicant will continue to operate.existing wastewater treatment facilities
consisting. of a 0.1 MGD primary type treatment plant,; until new. wastewater
treatment facilities are. constructed near the same" site.' -New facilities will
consist of two parallel 0.05 MGD oxidation.ditches�! two parallel -final settling
tanks with sludge'return,.effluent disinfection (chlorination), post aeration,
,
and sludge handling facilities.' The discharge pot'will be. the same as that
facilities.
from the existing

-Z-
L
Part III -EVALUATION AND RECOMMENDATIONS
Applicant's existing wastewater treatment facilities are not capable
of -meeting the effluent limitations prescribed by Technical Services
Section as necessary.to comply with State Water Quality standards..
Applicant has submitted an Application for Permit for construction of
new facilities which should have the capabilities to meet such limitations.
The new facilities will be constructed and in operation on or before
October 15, 1978. It -is therefore recommended that*the subject Permit be
issued authorizing the continued operation of existing facilities and the
construction and operation of new facilities. The new facilities have
been certified by the State in the Parkton�201,P1aa.
It should be noted that the existing facilities are situated in -a
marshy area. The new facilities will be located up -hill from the existing
plant, but the discharge point will be the same.
The subject permit has been prepared in accordance with recent
Division policy.

0RTH CAROL_?NA DEPT.- OF NATURAL & *ECOiNOMIC- RESOURCES
MIkNAGEMENT .COMMISSION
r=,TIOi,AL POLLUTA�lT DISCHARGEELII?TNATION SYSTEM
APPLICATION! FOR PERMIT TO DISCHARGE — SHORT FORM A APPLICATION NUMBER
A6ENCY 6 O I is ! I 1 01
To be -filed only by municipal wastewater dischargers.. .. USE DATE RECEIVED
_ .._ .__.......__._....:___�__,._:.._.,.... ..... ......._..,. ....... .._ .5116 ILJ
YEAR MO. C,A Y
Do not attempt to ccrrplete this' -ions before reading the accompanying instructions
Please print or type.
1. Name of organization responsible for facility Town of" Parkton, North Carolina
2. address, location, and telephone number of facility producing discharge: .
A. Nacre e`I'OWS?.-_ 6 F P� rZrc��1 'Wagt-P TrPatmPni- . Pl
B. Mailing address:
....
• I. Street- address.P. 0.Box 55
- 2. City. Parkton"" 3. County Robeson
4. State North-' Carolina 5. ZIP 28371
C. Location:
1. Street
3. .
Z. City County
.4. State..
D. Telephone. -No._ 919• 858-3360
Area ;
Code
If all your waste is discharged into a publicly owned waste treatment facility and
to the best of your knowledge you are -not required to obtain a discharge permit,
proceed to item 3..0theroise proceed directly to item 4.
3. If you meet the condition stated above, check here o and supply the information
asked for below. After completing these items, please complete the date, title, and
siunature blocks below and return this form to the proper reviewing office without
computing the remainder of the form.
A. Name of. organizationresponsible for receiving waste
B. Facility receiving waste:'
1. Name
2. Street address
3. City 4. County
5. State ;6. ZIP
4. Type cf 'treatment -.-
A. ro Nor. e B. ❑ Primary C. o Intermedi ate D. o Secondary E. NAdvanced
5. Design flow (average daily) of facility -1 mqd.
6. Pzrcent 500 removal (actual):
A.0 0-29.9 B. o 30-64.9 C, 0 65-34.9 D. ffs67-94:9 E. O 95 'or more
7. Population served:'
A. a 1-19? B. o 200-499 C' EX500-999 D. o 1 ,CC-0-4, 999 g �
E. 0 5,000-9,999 F. o 10,000 or more .
B, Number of separate discharge points:-
J AN 2Q
A L,I B.o2. C.o3 . D.04 E.05 _ F.o6 or.more
197.6
lNATER QUALITY SECTION
'' SOUTH CENT KELt3 OFFICE

':8SCr1Jri`_n of :o surface .waters cnly--(checK as apolIcable)-- ..
Volume treated bel'ore
Flew, 'iG0 (,r.i:licn caiIons per operating day) jjf discharing (percent)
charce per.I 3 i i
osrating 10.0_1- i L'.05- 's 0.1- 0.5- 5 ar 1 ;lone O.l- 55- 55-
G•t�C99 i 0.0,19:1 ...095 0.a9 0.99 �..� i more: t `� 34.9 � 6Z.9: � . 94.9 !
(o) i(7) j (3) 1 (9) (i0) { (li) (12)
X
X
S .Aaxi-ntn # i i. X. t i .. _
X
an,, .s e wa',10'", : -Patad ci '.;n t.-a,a-d, : S discharged to pl aces other than .. '
slurfnce wai.?rs:'checf.. a:-,ricab 3?.-.,....,.....
Flow, MGO (miiiirn gallons Der ooerating day)
wizter ?s. �.,' ,• }43.01-O,ga9;0.C5-o.099--9.-1-G.45. j C.�-t1,99..3 .0-d.9 5 or „sire'
_. -0.%i 9 3 1 j
(211
. Deep `.yn
3• EJay('rA^�r � Ct'r+n..•,-.. L '.-y�,-. ..._....., _' .... .., �........_. .. 1 ... ( � --- -
...�-_ Subsurfz c�
-s- Ot''er,
e'.nv . i uvge Ui %imately retUTEai tf} a_wa.te Nay-? --..._.....
yss
i2- a. io ,ou receive %ndus ial•4asze's
En,Zr aporoximete..n', industrial dischargers•4nto_syste%.
ryp= cot ._c,.ior, seer syster_ -
3." ombinaa sanitary -and
CSoth separate and comoined sewer systems.
- Dunns Marsh
1=,- Na, or r2ceiv.ing_.watar- or_.watars.:
ice. Does veur dischargc- contain or is it oossiole for your discharge to contain:'
one QY Y Y�'ollo�4inG s71'u5tarces: afr nnia, cyanide, alUml'nUitl, i�e7^fllium, :: '.,..'•
cadniurn, chromium, cooper, ?gad,":aerciry, nickel; selenium, zinc,phenols: '
. j certif-u ti-Itit am icmiliar..with i'.—_..in`orratlon contained ,n the a0plicaticd and
twat, r ttia lest of my- knowledge, and tetiet Such 'inTormation'is• true ;'..cc-r.Oletej and:
aczura
Paul Lewis -..
?Yi71-ed ''a .e a' Persoo Sicning
Mayor
12--30-7iS
4 e is w12-2__2_
:Can'_
(­ ar•Sl CYcLL'i z l -? ! i�!. 7'�OZTide CC_?` _ wT p�ZSOP_'. CT'i0 Zv OW�i:�L?T _�2i{ZS_ �.
�?D�2S2�b Z�Z 7�'y...C: : �:C=I=^SC10TT' iZ c�� ap 1.i' C2L? OL, LaCOr�� iS�Oi�? �la:i':.
=_1`s or =ecuirec to Da �_;t, ir.ar lii d r A ti 21 or reQt2?at=Is or the-
�?.T"..enL. CO-�...iss—:.vim j a=_-=--fmg C.iial`. frric e,, Or lno-=a- S _f eS, t:L::.aiS.C+i-`_��...
o !z=2rC2?S ,�3CCL:r2t� 2^c' ieCOrC - or, monitori-a- da-rice 50= method-'reaa±r -G zJe
liac L' nGar, Art c:Ia _2- rag7a, tlor-s -o_.'t'7e=Ti'Li0I1'^i.er_r?l:''Mana�or� =� it- Ct7r^. iss c
`_Cie shall'Ce C=— .•v C- 3 �.Scecmea-rtor OL"IL;Si.2Q1'2 l3rj. 8' �ZLia T_vL. Z:O e caet
r _0�r,.�;i, —G:i �E r _So y?ut :oc i_O e ?� Sit" ? c-ths, or'.b j bot (Zg u .S.C. Se -et" o i - 0
iJ �a= r 4"i:a:ue O 70,000 Or 7=risouent :ot r.ore tha�_-

I
FIGURE
IX-l. SCHEMATIC FOR THE PROPOSED WASTEWATER TREATMENT
PLANT
- Q average
= 0.1 mgd to the Plant
�-
PUMPING STATION
Influent
BODS = 250 mg/l
Influent
TKN = '7- mg/1
QI�
BAR SCREEN (Retained from Old
Plant)
SPLITTER Box
;To WASTE SLUDGE
\_:; DRYING BEDS OR
HOLDING TANK
7
Y�(R
SURFACE
N
SLUDGE
SURFACE
BRUSH�rAERATOR
BRUSH
AERATOR
0
IDAT
ON
ITCH
0
IDATION
DITC
(18-24 hour
(18-24 hour
Detention)
j Detention)
FINAL SETTLING �,\ � FINAL SETTLING
TANK 4, TANK
t RETURN SLUDGE
(3 hour detention) e` PUMPS (3 hour detention)
t,
CL CONTACT (30 min. detention)
. r 2
EFFLUENT (discharge at existing point)
��°� • • • DUNK' S MARSH SWAMP
Tx-.') "----

_ jjI 7 J
_ • II FSLO � �� ��
301 . '�1�/ 71a ./✓ . f
1 •3 517.
7 172J. 7"
.19 >
1719
` h 111
171L ¢p:` BockH�F•9r
71 '9,f 1904 !903
G �•'� +/ 1710 a 1716. O 1 J `1720 8 t g ?
1 IS 1724
I7
13 1713 8 1.0
PARKTON (aF.`!` 1.7 Lllll
' POP.330 <:.\. �:F� Try '8 as-..-nc-a_se
1 7
1 71R 17R4 8 0
1713 �`g^I•gl .9 1713 b Cl a . f6 t 301 D
�Ra+ �*a�
FAS b 3' I .. F,l-
1710 �1712' 17 3 1]53 7.
• 1725 \•S I7T7/'f�� 9
gqg y •D 1731 r f �7,n .'6\Yl 6i:l
'72FAS
`�
' 1709 �O � - p I 1799 1]30 1728 1727 /
• 1 a _ y
1712
1729 a 17]2 gs.
7i ,7i.
1730 1. 0
711
7�7�
1709 1731 J729 V \1
•..+ •,'i LUMBER r 20 " � FPS ODOR
'fE1 BRIDGE
1.8 170 'f� ••...:-f!BB'POPill7
r(fs .3 s.2 ,3, 17a4 J.0 d
15 20 y •yriF 1748� Rex AV29 na ~°hr
•yb FAB ¢Q v 1.0 f i
�'•OQ� 1706 �� q•4'1747 l n v
1748 1745
1.0 1731 1716 �'l-� LL
,O e
17�07 9 1704 A < I 1750
�F 170F3 �1 4 174P
� 1706 o I; 17!9 p
0
�• 1759 L4 Q 2 '� 1743 1006
P4wkrd1V b
1704 O I\0 1.1 1752_. 7N
9f .. 1752 ! R 1y
� IFPS ,73]
1 1703
%VAS'TE TPd.4TMENT "°'
Remert
.4 21 1798
9 0 t
� V � '1754 1735 N 1 6
/oL.4n/T S/TE y a a -
1702 9v W-A FA?
1 m b (1 1752
• \S 1006 . Q `loll
FAS J` Shalunn /.Q 1733 _ \1 SD1756
1001 'J I ISDS 4 2•' I FAS
I - i t Shannon S. J,9 '1 ,8 FAS 1001 r'0
1001 /1779Bf4 A
o ISOs Sa, af P y 1315
01 "
nv7u O
1 p .t ' ,71, ° n177A
lP o .
Z FAS .8 - - `y 1307
1 voo 7t it \4 1777 40l 3? 7772 `o�
j '� 17T1 Lilllc c 1505 1
- 211 1806 11 ' 507 7
wt �} 177476 P 1596 d.
_ \ TO RAEFORD .8 �.: 1.8r-
132 Y /..: `� ;:. S 1.7. �. .6 21 l FAS v i 1618
1507
V jn 1 FAS
. "FAS ISOS 1506
' - - • 1i l y - p 1510
., FAS {$'�I9B .fad 1so0i
1324 RED t'?: Isoo F FAS �13os
SPRINGS LL `> Isos 1506 m a
POP.3,383 :f1 , 7R - 1507
^ L9 $ y0F�Aa'
(`. • y• 1.33i 7� FAS
. / ! 71 '. ys ? SmamP .! o P
Phllodnl by
J- .2 .3 1.0 1 1% i••o ��y3
I371 1 I;y c� •l, Y
1D J .e O3 M1O FP 15J8_ /0 Fjy. ?•Q
J• r o
13urnf
1319 710 1318 1578
1.2 l
• \
i. 2 I o FAS
1617
16 / FA 3 I.J FPS 1]IB `t 0 I579
/AS e6a - A
iZ9 1318 1303 Tr• 1580 \M1
�5P,1338 \\ , P' ,J �11J
_ 11576
1313 r y 1606 q �O y
• � 1312 M1 : 11.4 13A2 •\ Ij/� 1]ds Ph➢ 2r LL
133
1341
IDA
l l 1 •d - `�
' • 1.4 n�N F,S " 6
\ FAS .9 s a '^.�1 �5/ +46 t t371_
7 FAS a 8
I _

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM A
To be filed only by municipal wastewater dischargers
FOR
AGENCY
USE
Form Approved
OMB No. 158-R0096
NUMBER
�iAPPLICATION
DATE RECEIVED
71 4
YEAR. MO. DAY
Do not attempt to complete .this form before reading the accompanying instructions
Please print -or type
1. Name of organization responsible for facility Town of Parkton
2. Address, location, and telephone number of facility producing discharge:
A. Name Town of Parktnn
B. Mailing address:
1. Street address P. Q. B o x 55
2. City Parkton 3. County Robeson
4. State North Carolina 5. ZIP 23371
C. Location:
1. Street
2. City Parkton 3:..Countyi Robeson
4. State North Carol i na
D. Telephone No. 919-858-3360
Area
Code
If all your waste is discharged into a publicly owned waste treatment facility and
to the best of your knowledge you are not required to obtain a discharge permit,
proceed to item 3. Otherwise proceed directly to item 4.
3. If you meet the condition stated above, check here ❑ and supply the information
asked for below. After completing these items, please complete the date, title, and
signature blocks below and return this form to the proper reviewing office without
completing the remainder of the form.
A
B
Name of organization responsible for receiving waste
Facility receiving waste:
1. Name
2. Street address
3 City -- --
5. State
4. Type of treatment:
A. ❑ None B. � Primary- C. ❑ Intermedi ate
5. Design flow (average daily) of facility • 0 3 +ngd.
6. Percent BOD removal (actual):
A.d(0-29.9 B.❑ 30-64.9 C.❑ 65-84.9 D.❑ 85-94.9
7. Population served:
A.❑ 1_199 B.❑ 200-499 C,C)(500-999
E.❑ 5,000-9,999 F.❑ 10,000 or more
8. Number of separate discharge points:
A. rV,I B. ❑ 2 C. ❑ 3 D. ❑ 4 E. ❑ 5
EPA Fe m 7550-6 (1-73)
D. ❑ Secondary
4. County
6_- ZIP _
E. ❑ Advanced
E. ❑ 95 or more
D.❑ 1,000-4,999
F.❑ 6 or more

9. Description of waste water discharged to surface waters only (check as applicable).
Flow, MGD (million gallons per operating day)
Discharge per
operating day 0 0.01- 0.05- 0.1- 0.5- 1.0- 5 or
0.0099 0.049 0.099 0.49 0.99 4•.9 more
(1) (2) (3) (4) (5) (6) (7)
A. Average X
B. Maximum X
Volume treated before
dischar.'ging (percent)
None 0.1= 35- 65- 95-
34.9 64.9 94.9 100
(8) (9) (10) 01 (12)
X.
10. If any waste water, treated or untreated, is discharged to places other than
surface waters, check below as applicable.
Waste water is
discharged to
Flow, MGD (million gal-lons per operating day)
0-0.0099
0.01-0.049
0.05-0.099
.0.1-0.49
0.5-0.99
1.0�-4.9
5 or more
(7)
A. Deep well
B. Evaporation lagoon-
C. Subsurface percolation system
D. Other, specify:
11. Is any sludge ultimately returned to a waterway?
AA yes B.o no
12. a. Do you receive industrial waste?
1 . ❑ yes 2. U(no
b. If yes, enter approximate number of industrial dischargers into system
13. Type of collection sewer system:
A.{'d' Separate sanitary
B, o Combined sanitary and storm
C, o Both separate and combined sewer systems
14. Name of receiving water or waters Dunn's Marsh
15. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances: ammonia, cyanide, aluminum; beryllium,
cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols.
A.oyyes B.o no
I certify that I am familiar with the information contained in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
W; Paul Lewis
Printed Name of Person Signing
Mavo r
Title
Date Application Signed
Signature of App cant
18 U.S.C. Section 1001 provides that:
;Whoever, in any matter within the jurisdiction of any department or agency of the United States
knowingly and wilfully falsifies, conce.sla, or covers up by any trick, scheme, or device a
material fact, ormakes any false, fictitious, or fraudulent statements or representations, or
makes or uses any false writing or document knowing same to,contain any false, fictitious, or
fraudulent slatement or entry, shall be fined not more than S10,000 or imprisoned not more
than 5 years, or both.
ERA Form 7550-6 (1-73) (Reverse)

Page of
Permit No.. NC
SUPPLEMENT TO PERMIT COVER SHEET ;
The
Town of Parkton Wastewater Treatment Plant is hereby authorized to:
1.
Continue the operation of existing wastewater
treatment facilities
consisting of a 0.1 MGD primary type -wastewater 'treatment plant;
2.
.Enter into a contract. -:for- construction''of-wastewater treatment
`3.
faciTties set forth in item 3 below,
Construct and operate additional wastewater treatment facilities
consisting of two (2) parallel..05 MGD oxi:dat;ion ditches, two (2)
parallel final settling tanks with sludge return',`effluent chlorination,
-post aeration, and waste sludge handling.facilities; and..
4.
Discharge from said treatment works into Di: Marsh Swamp, classified
Class
Class C Swamp, in the Lumber River Basin. I'

r
A. '(T);
EFFLUENT LIMITATIONS., AND MONITORING REQUIREMENTS
During the period beginning on the effective date and .lasting u.ntiiJune"30,.1977,
the.permittee is -authorized to.discharge from outfall 'serial numberOO1.' Such
discharge shall be limited and monitored by the permittee.as specified below;
'fluent :Characteristics Discharge Limitations Moni tori ng. Requ i rements.
kg/day.-(lbs/day) Other. Units Specify.) Measurement 'Sample
Sample
Monthly Avg. Weekly. Avg. Monthly Avg. Weekly.Avg.• Frequency **_
Location
tow, M3/day (MGD)
-- -- 378.5(0.1) -- Weekly Continuous
Inf, or eff..'
iorhemical Oxygen
`5-day 200'C.
Demand
37.8(83.4) 56.7 (125.1 100 mg/l 150 mg/1 .Semi-annu%ali,y Composite.:
Inf.. & eff.'
otal Suspended Solids 37.8(83.4�). 56.7(125.1) '100 T50 mg/1. Annually'.,. .Composite
mg/1
Inf. & eff:
ettleable Matter
Weekl
-- -- -- __ y.. Grab.::.
Effluent
hemical Oxygen Demand.
-- - --.. -- "Semi annually Composite
Effluent."
Annually Composite
Inf eff.
. &
otal Residue
-_ _
Co
Annual"ly mpos�te
Inf & eff.
,mmonia, as N
__
`
The" temperature ,shall be such :as to not cause a -temperature, in the recei.ving stream -of :5oF"
4:
'
above ambient. stream water temperature, and'shall be monitored weekly via grab samples.from
the effluent.,
The pH shall not be lens than 6 standard units nor greater than 9 standard units,
F3 r r+
and shall be -monitored quarterly via grab samples from the influent and effluent.
H
There shall. be no -discharge of floating solids or visible foam in other than'trace,amounts.
o 0
requirements are set forth in Part III, Section E of this Permit.
*Stream�monitoring
Daily means every day on which a discharge occurs. except Saturdays, Sundays and legal holidays.'

A. (2). EFFLUENT' LIMITATIONS AND MONITORING. REQUIREMENTS
.During the period beginning .July 1, 1977, and Tasting until expiration of this Permit,
the permi.ttee is authorized to discharge from outfalI serial number 001._ .Such
discharge, shall be limited and monitored by the.permi.ttee as specified below:
ffl.u.ent Characteristics .. Discharge Limitations Monitoring kequirements
kg/day (lbs/day) Other Units (Specify) Measurement Sam 1e Sample
_Monthly Avg. Weekly.Avg. Monthly Avg: Weekly Avg' Frequency** Type Location
Flow, M 3 /day' (.MGD) -- -- 378.5(0.1) Daily Continuous Inf. or eff.
.Biochemical Oxygen Demand
5-day 200C 9..5(20.9) 14.2(31.3) 25 mg/1 .37.5"mg/l Monthly,. Composite,'.Inf. & eff.
Total Suspended Solids.11.3(25) 17(37.5) 30.mg/1 -,45 mg/1 Quarterly Composite ;Inf. & eff.
Ammonia, as N 2.8(6.3) 4.3(9.4) 7.5 mg/l 11.3 mg/1.: Quarterly .Composite, Inf. & eff.
Fecal Coliform Bacteria
Geometric Mean -- -- 200/100 ml 400%100 mT Monthly drab Effluent
Dissolved Oxygen (Min.) -- 6 mg/1 6. mg/1 .Daily :`' Grab Effluent
Settleable Matter -- 7 Daily Grab Effluent.-
r
Chemical Oxygen Demand - ,Monthly composite Effluent
-- Quarterly ,Y Composite Inf.; & eff.
Total Residue --- -' _ _ _ _ _ __ __
- - - - - _ -- — -. - _ -- - --_- -- a�
.Residual- Chlorine...-- __ -- -.. - --
D 'ly,— Grab Effluent
TYie temperature such as to not cause a temperature in.ttie receiving stream of 5oF
above ambient.stream water -temperature, and shall be monitored daily via grab samples from i
the effluent.
The pH shall not be less'than 6 standard units nor greater than 9 standard units " -
and shall be monitored monthly via grab samples from the influent and effluent.
There 'shall ;be no discharge -of floating solids or visible foam in other than trace amounts. io 0
*Stream monitoring requirements are set forth in Part III, Section E of this'Permit.
**"Daily" means every day on which a discharge occurs except Saturdays, Sundays and legal holidays.,

i,
. h PART I I I'. .
Page of .
Permit No. NC
B. Previous Permits'
All previous State water quality permits i.ssue'd to .this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance.of.this permit. Receipt, of the permit constitutes notice of
such action. `The conditions, .requirements., terms_;, a'nd .provisions of this
permit authorizing discharge under the National. Pollutant, Discharge Elimi-
nation System, governs discharges. from this faci;l.,ity.,,
C. :Construction
No construction of wastewater treatment faci1i;;ties or additions
thereto shall be begun until Final Plans and Specifica ions have been
submitted to. the Division'of Environmental Management and written approval
and Authorization to Construct has been issued. -1f no.objections to Final
Plans and Specifications has been made by the DEMafter 30 days following
receipt of the plans, the plans may be considered:;appr.o:ved and'construction
authorized: is
D. 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' the classification
assigned to the wastewater treatment facilities. ;.
E.- Str.eam.Monitoring_Requirements*
Interim Requirements - to be monitored during period of time that interim
limitations are in effect.
Parameter Frequency
Temperature. Weekly
D.O. Weekly
pN. Quarterly
BODS Semi-annually
Fecal Coliform Semi-annually
COD Semi-annually
M15&I12
:,'Final Requirements - to be monitored,during period of time- that final
'limits are. in effect. !'
Parameter Frequency**
Temperature Daily
D.O. Daily -
PH Monthly
BOD5 Monthly
COD Monthly
Fecal Col i-form.. Monthly j.
*All. samples shall be grab samples taken from both upstream and downstream .-
-locations locations for all parameters.,
**Daily stream sampling frequency may be reduced at each sampling station to one
(1) time per week except during the months of June,,July, August and September,
when the frequency. must be no less than three (3)I'times per week at each sampling,

=i
STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTION OF PROPOSED WASTEWATER TREATMENT PLANT SITE
:j
1. Place visited: Town of Parkton Wastewater.1isatment Plant, Robeson
County, north Carolina j
2. Date: January 23, 1976
3. By: Rex Gleason and M. C. Goodwin
4. Persons contacted: Horace Parnell
5. Directions to site: From junction of SR 1723 and SR 1724 near Parkton,
Robeson County, travel approximately 0.8 mill south and turn right on
dirt access road which goes to plant site.
6. The bearing and distance to the proposed point of effluent discharge
is on Dunn's Marsh 500 feet upstream from the' confluence of Dunn's
Marsh and Little Marsh Swamp. Latitude - 34®1 53' 00" and longitude -
79® 00' 00".
I
7. Size: 5 acres for new site.
8. Topography: Flat to gently rolling.
I
9. Location of nearest dwelling: over 1,000 feet. 'I
10. Receiving stream: Dunn's Marsh
(a) Classification: C
(b) MiAimum 7-day, 10-year discharge at site: 0.1 cfs
(c) Usage: Fishing, boating, wading and any other usage except as a
source of water supply for drinking, culinary or food processing
purposes.
Part II - DESCRIPTION OF PROPOSED TREATMENT WORKS
�App�licantwill continue to operate existing wastewater treatment facilities
consisting of a 0.1 14GD primary type treatment plcrit,',until new wastewater
treatment facilities are constructed near the samelsite. New facilities will
consist of two parallel 0.05 MGD oxidation ditches,! two parallel final settling
tanks with sludge return, effluent disinfection (chlorination), post aeration,
and sludge handling facilities. The discharge point will be the same as that
from the existing facilities.

-2- it :
Part III -EVALUATION ABID REC0*=ATIONS
Applicant's existing wastewater treatment facilities are not capable
of meeting the effluent limitations prescribed by!Ted hnical Services
Section as necessary to c €' comply with State Water Quality standards.
11
Applicantfj has submitted an Application for Pe xm t for construction of
new facilities which should have the capabilities' to cmeet such limitations.
The new facilities will be constructed and in operation on or before
July 19 1977. It is therefore recommended that the subject Permit be
issued authorizing.the continued operation of existing facilities and the
ti
construction and operation of new facilities. The new facilities have
been certified by the State in the Parkton 201 Plan.
It should be.noted that the existing facilities are situated in a:
marshy area. The new facilities will be located ui-hill from the existing
plant, but the'discharge point will be the same.
, yfi
9{.
R Cr'
Lt.
j
• -• is -

7�
STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTIO'N OF PROPOSED WASTEWATER TREATMENT PLANT SITE
1. Place visited:
2. Date:
3. By:
4. Perso
5. Directions to site:/7 3
6. The bearing and distance to the proposed point of effluent discharge
is
%. Size:
-8. Topography:
9. Location of Nearest Duelling:

Page 2
10. Receiving Stream:,�,�
(a) Classification: L n
(b) Minimum 7-Day, 10-Year discharge at site: (�, / C' -let
\
g °..
(c) Usage: Rom. � .i_.ra_�,� � _-__ I �__.A ,��_
i
PART II - DESCRIPTION OF PROPOSED TREATIMENT WORKS
M

Page 3
PART III — EVALUATION AND RECOMMENDATIONS:
MEF12w/m
a
- - I. / !J D" t`- .e r /! O f
.Z .
`Za
c
k

Permi t No.
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
P E R M I T
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.pro,nulgated and adopted
by the North Carolina Environmental Management Commission, and the Federal
Water Pollution Control Act, as amended,
is hereby authorized to discharge wastewater from a facility located at
to receiving waters
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof. '
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight
on
Signed this the day of
ENVIRONMENTAL MANAGEMENT COMMISSION
Lewis R. Martin;, Director
Division of Environmental Management
By Authority of(the Secretary of the
Department of Natural and Economic Resources
M 1 R. T. 1

Page of
-Permit No. NC
-SUPPLEMENT TO PERP T COVER SHEET.
.is hereby authorized to: -
Enter into a contract for construction of G✓=�r.,J�u;
�—Matce-aTr-crtr�l-et i-n-te-
3,.¢-=-£ stru et -a n -o per=a te-a
. kaea�e•d- a-t— '
s-ubSec-t- t-o--Pa:rt I -I I; Gonda tiQn_No..----- �f-th�i s Pe►°ma-t-,-and
4 Di-s-c-haTg (from -said -treatment wcxk-R nt'o
i J
cz)
Alt
M 2 & I 2.

3 ,
w
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning - � � `e '"� and 1 asti ng unti 1 or Gs'� i�
the permi ttee is authorized to discharge from outfal lj sue- serial numb erjs4.--S"h o r,
discharge,V shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge
Limitations
kg/day (lbs/day)
Other Units
(Specify)
Monthly Avg.
Weekly.Avg.
Monthly'Avg:
Weekly Avg.
Co v; CIA G��
g
Monitoring Requirements
Measurement Sample Sample
Frequency rT}1yy e Location
J
rtiri�CIVT
PC,yzP�;Ito
caw: -may%
�'"''��/�,.�,�.-c_e. � ,�.�, �A �- ,ram c�..�/� a .�.a�.� .�/: , -fin. �e��•_:/,,
The pH shall not be less than G, standard units nor greater than standard units
and shall be monitored f-- � cry. �
There shall be no discharge of floating solids or visible foam in other than trace amounts.
s
• � eM,
b
-o v -v
n (D 0) AJ
E3(D C+
H
00

v
A. (Z). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning
�to+i /577 and lasting until / ✓� ,
r
the permittee is authorized charge from outfallLsr� serial number):P o i.
discharget shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations
kg/day (lbs/day)
�j Monthly'Ayg,
Weekly.Avg.
F1/ r7 td , 37 (,# 60) -
—
.�i a cy �►�•i c ri dot/� � �'
Tfed .r/,ems //�3
(2s�
/7
I cif Owe,
Other Units (Specify)
Monthly Avg. Weekly Avg.
--
/i, j, "oj-t/,r—
Monitoring Requirements
Measurement
Sample
Sample
Type
Location
WFY,euenc
44 • -66 r
Jam"
��•''-yJ�_ p
�.
� V 6
r
`s o� rM'✓�.r�,a-s-� �g�2�e,-.., c.�G�� �:C�`�-i_l�-j�-'FrCe c.c� k.a..!%� o-�'^ -�'•Pi n'.lJ�'".'�c''�.to�
The pH shall not be less than standard units nor greater than j standard units
and shall be monitored iw-talj 4,-d 6-t,- ff,- 46� *
There shall be no discharge of floating solids or visible foam in other than trace amounts.
-+- n e��-yy.. .�,,: °- .`� C,-� jam-. ,�-� ��,.za �� A&c^

Part I
Page of
Permit No. NC
B: SCHEDULE OF COMPLIANCE
1. The permittee shall achieve compliance with the effluent limitations
specified
for discharges in accordance with the following schedule:
:� . /ems-✓"h c�s+it% i? [Ji'1 CYt� /V�c/-O�.f-� - 2�O - 2
V . �/�� V✓ 1� �P G� I I �� �dl
2. No later than 14 calehdar days following a datelidentified 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.
M4&I:4

., PART III
Page - of
Permit No. NC
B. 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. Receipt of the permit constitutes notice of
such action. The conditions, requirements, terms,, and provisions of this
permit authorizing discharge under the National Pollutant Discharge Elimi-
nation System governs discharges from this facility.
C. 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. If no objections to Final
Plans and Specifications has been made by the DEMlafter 30 days following
receipt of the plans, the plans may be considered approved and construction
authorized.
D. 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 equivalentto'the classification
assigned to the wastewater treatment facilities.
7A- �aa.7'cr, ,cam
D
PN
M 15 & I 12,�.g