NC0026921_Staff Report and Draft Permit_19860401

Permit No. NC0026921
STATE OF NORTH CAROLINA'i
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
P E R M I T
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
Incompliance 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,'ae amended,'
t
�Parkton`
is hereby authorized to discharge wastewater-fom a facility located
at a
Parktou Wastewater TreatmentjPlant
NCSR 1724•
Robeson County
to receiving waters designated as Dunn's Marsh lin 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 be effective April 1., 1986�
This permit and the authorizetion'to-discharge shall expire at
midnight on March 31, 1991
Signed this day of, April 1, 1986
0";.1t.1, N"L �1Li-tits
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission

DIVISION OF ZMM0W=aAL MANAGMIENT
io. 1986
--
H-M 0 R A N D U M
- - - - - - - - -
'19os Clarice P. Viiat
on
Permits and,
P PROXi; M. J. Noland,te lonal Supervisor
t
FiySiteville Regloia-, Office
SU&MCT a Wiff t --kirmiti.-t and Public Notices
w9x7_-4Cbbb_U Permit- 6 MC00341H
WNn Of__PSirktOA* Pomit-No. N00026921
I ?�w ",Robiaon County
y
:--The'Fs]f#jtt*vilje Regional Office has received cople6 of the draft permits
for" the -subJ*ct facilities. A' staff review has been completed on each draft
"and, ­ths� faneww i4i'missints are submitted for your considerations
The regional Office staff report "for the Allenton School permit was
prepared In November 1983. This report lu" ,,included the eff t ll=:LtatJA=-
-W containedcontainedU- the' draftdraftpe:IL-11at 0 - It `1_11"t time , .. - __ . � a a revis" school
dlB&argc P01:LcY has been effected and axwv,setof.,4fjLuent limits developed.
4; asroil fvad ko4ewber 15. 1994. Is
attached. - it is recoumanded that these limits.be Included In the renewal
asa tfiS ­ " .. ,
thin :i1itteit t va r' -'.ljmjtj originally recomimmded and pro-'
sently included.
The 'draft permit for the T '-cf-litkton indicates that additional
VAnStMCt1=_ U __96cQ $817' Ottof'ft "permlitin `thi lici Ustita-t-1-0-n
frOiR_-0W_tO .2 NO. Prim to submitt4W.the recommendations for renewal
Hof - T,
t
401lcd,a.LI -
. i IftMial7_810
facility_RbOuld be capable Of meeting the required ef
- ­ Pudqt
eve -gVestor' then r*44sitidbithe Town. Therefore, no expsn-
Sim Is "quireds *U=1Wt1A8 the us" for an puthorization to,constructs, A
Set Of f1ml-:01ster/summer lindt4tinds-I"uld tiasteforbe
r.0 Antor finaY' tie- included 'ia pose in
116'-draf t
MWmended" that -the - suppi ejj=tto
.,tU permit cover sheet on - SCialt
`�.--NC00269: `40UtU.8 Item 02,,
;e`goustruc of. - U
aie- f tion
el U�
t be delotdiA_ -leaving Only thel 1=1 winter/
contained Itions
-77 1 7 7 1 -
Zf additi"f4aformation orvlarification fs'requireds please advise,
Y,; 1N a XZX

DNVISION OF ENVIRONMENTAL MANAGEMENT
October 31, 1985`
M E M O R A N D U M
TO: Arthur Mouberry, Unit Supervisor
Permitting and Engineering Unit
FROM: M.. J. Noland, Regional supervisoxoRIGML 1-am 8Y
Fayetteville Regional Office MMON JJ NOLAND .
SUBJECT: Renewal of NPDES Permit No. 14CO026921
Town of'Parkton
-Robeson County ;
Please find attached the staff report and recommendation Of the
Fayetteville Regional Office concerning the renewal of thetii.subject NPDES
Permit.
If you have•any questions or require any further.information, please
advise.
KA/fc
Attachment

STAFF REPORT AND RECOMENDATIONS
Part I.
INSPECTION OF EXISTING -.WASTEWATER TREAT14ENT PIANT;SITE
6�] .
1.
'Place.visited: Town,of Parkton Wastewater Trsaatment
Plant
Parkton, Robeson Count
2,
Date: October 3.9 1985
3.
By: Ken Aver',
Environmental Technician
Fayetteville Regional Office
4..
Person contacted: Mr. Vann Webb,'Plant Oparat®r
't
5.
Directions to site: This facility is located`'on
the south.eide of
SR 1724 (a loop road) approximately .8 toile from the east,
junction of SR 1724 and SR 1723.
it'.
6.
Latitude and longitude of the point of effluent
discbsrse:'
Latitudes 34' 53' 00"
Longitude: 79' 001 00"
7.
Sine: Approximately 2 acres
i
8.
Topography: Gently sloping
9.
Location of nearest dwelling: Over 1,000 feeti-
10.
Receiving streams , Dunn's Mar®h'
(a) Classification:. "C" Swamp
(b) Minimum 7-day, 10'year discharge at site
0;_cfs
Part'II - DESCRIPTION OF TREATMENT WORKS
1. Type of waste: Domestic
2. Size of plant: This facility was originally'
Enjineers for this facilityol'Koonce, Nob
are presently preparing justification fb
flora limitations to permit .2 MGD.
3.- Type of treatment: This facility consists, of
ditches, each with a liquid capacity of
gallons, followed by two parallel clarif
an -aerobic sludge digester, effluent chl
'end four sludge drying beds, each-14 ft.
signed for .1 MGD.
and Associates,
a change in effluent
o`!'. arallel oxidation
roaimaately 5g,, 000
s,,;with sludge return,
nation, post aeration,
3:218"o
s .

4. Final 'disposition of sludge: At this time it; �has,,"not been
necessary to waste sludge. The Town has:bseriladv3sed Cobtain
permission -,to dispose of sludge in the-conty�Aandf ill once it
becomes necessary. G;,•
Part III - OTHER'"PERTINENT l"ORMATION
1. The Town. of Parkton ,is presently permitted - fokl a daily -floe of .1 :MGD.
`Wet weather flows- at this facility will typica�ly .!pxceed• thedaily
limit. Engineers for the Town, Koonce, Noble and�Associates# are in
jai: l the process_ of - developing a program to elimia the infiltration"
problems faced, -by the Town.
Also, they Town has,requested that the daily flaw ihnitation'be
increased` -from :1. MGD to .2 MGD. Computer Analysis of this plant
has been run by the Comp_;'3ance .Overs3�Pit Gxoup � Ae results indicstea
that this facility should;'be� capable of meeting effluent limits at _
flows even` greater" than .2 MGD. A�`•
2. Effluent limitationd most recently developed lid Technical Services for
this facility are considerably more stringentAChar-the. limits in the
existing permit. It is; however, our opinion',tthat�the. facility can
achieve these limits with the proper operation`' lan4lkaidtenance of the
plant. •. A copy of the final limits are . attache.' fear winter and summer
periods=based.on a flow of 0.2 MGD. It is recarmended that these
limits tie incorporated in the new,parmit at a.flowjof 0.2 MGD.
`i k{
3. On September-l% -198% the Fayetteville Regional Office received_a
copy of the Town's request for renewal. of Partat No."NC0026921;.
which will expire on December 31, 1985. This per At was issued to
the Town of Parkton on January 13, 1981. :Ya
Part" IV - EVALUATION' AND RECOMMMATIOri
It is the recommendation of the Fayetteville R�gio ai Office that
N E'S Permit No. 0026921, issued to the Town of Pe dston; be renewed
for an additional five year period with a daily* f]ow limit of .2 MGD.
KA/•fc
" dFa
�r'

Recriiest No.. : 2108
------- ------- -- WASTELO.AIi ALLOCATION APPROVALI FORM
Facility Name : TOWN OF F'ARKTON
Twee Of Waste : DOMESTIC
Receiving. Stream : DUNN'S MARSH CREEK
Stream Class C-SW
Subbasin : 03=07-53
Countw ROBESON
Regional Office : FRO
Reauestor- : Do-OVERCASH'
Drainage Area (so mi) : 5.0
7010 (cfs) : 0
.Winter 7010 (cfs) : O.A
3002 (cfs) '
RECOMMENDED EFFLUENT LIMITS

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120a. ♦ 13.3ES31L

A
1 y
Permit No. NCO026921
STATE OF NORTH CAROLINA'
DEPARTMENT OF NATURAL RESOURCES &•COMMUNITY DEVELOPMENT
DIVISION OF, -,ENVIRONMENTAL MANAGEMENT
P E R M--I T
To.Discharge Wastewater Under The
NATIONAL.POLLUTANT DISCHARGE ELIMINIATION SYSTEM
In compliance with the provisions of North 'Carolina General.
Statute 143-215.1, other lawful standards andiregulations promulgated
and adopted by the North Carolina Environmental -Management Commission,
and the Federal Water Pollution -Control Act; a's amended,
Town .of Parkton �
is hereby authorized to discharge wastewater from a facility located
at
Parkton Wastewater Treatment Plant
NCSR 1724
Robeson. County
to receiving waters designated as-Dunn's Marsli in the Lumber River
Basin
i
in accordance with effluent limitations, monitoring requirements, and
other conditions set forth in Parts I,'II, and,III hereof. -
this permit shall be effective.
i
This permit and -the authorization to discharge shall expire at
midnight on
Signed this day of
Fit
R. Paul Wilms,, Director
Division of'Environmental Management
By Authority of the Environmental
Management Commission
i

Permit No. NCO026921
SUPPLEMENT TO PERMIT COVER SHEET
Town of Parkton
is hereby authorized to:
1. Continue the operation of the existing wastewater
treatment facilities consisting of two (2) parallel .05
MGD oxidation ditches, two (2) parallel final settling
tanks with sludge return, effluent chlorination, post
aeration, and waste sludge handling facilities; and
A eEte
rece ving a Authorization to Construct fry the
Divii of En r nmenta anage ent, s ruct d
ope a 0 MGD wa wat reatment fac y (See
Part III, condition No. B. of this permit), and
Discharge from said treatment works at the point of the
existing discharge into Dunn's Marsh which is classified
Class "C-Swamp" waters in the Lumber River Basin.
k-L- L3 G-o Go rr('c,(-ArJ i S k i �� V (M, 3 ��5 ��`/1 CA
/fie.

Effluent characteristics''* Discharge LimN tations
d Other -Units (S eci )
.Monthlyyg. ee c y ". Mont .PL WeeKIY_AVa•
Flow 0.10 MGD
BOD, 5Day, 200C 24.0 mg/l 36.0 mg/1
Total Suspended Residue 30.0 mg/l 45.0 mg/1
NH as N 9.0 mg/l 13.5 mg/1
Di§solved Oxygen (minimum) 6.0 mg/l 6.0 mg/1
Fecal ColifOrm (geometric mean) 1000.0/100 ml .2000'.0/100 .ml
Residual Chlorine ;
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final. Winter: November 1 = March 31
During the period beginning onL the effective date of the Permitand lasting until expansion,
. 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:
Monitoring Requirements
Measurement
-Frequency�Ti�e�
Samalee
* Sample
Loc�at one
Continuous
Recording
I'or E.
2/Month
Composite
E,I
2/Month
Composite
E
2/Month
Composite
E
Weekly
Grab
E,U,D .
2/Month
Grab
E,U,D
Daily
Grab.
E
Weekly
Grab
E,U,D .
Quarterly
Composite
E
.Quarterly
Composite
E,
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
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.
There.shall be no discharge of floating solids or visible foam. in other than trace amounts.

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final summer: April 1 - October 31
During the period be9•inning on the effective date of the Permitand lasting until expansion,
the.permittee is authorized to discharge from outfall(s) serial numbers) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characterlitfcs DischaLimitations
Kajdayb d Other -Units (S ecify)
Monthly-- e�c.wg., Mo t e c y g.
Flow 0.10 MGD
BOD, 5Day, 200C 10.0 mg/1 15.0 mg/1
Total Suspended Residue 30.0 mg/1 45.0 mg/l
NHas N 5.0 mg/1 7.5 mg/1
3
Dissolved Oxygen (minimum) 6.0 mg/l 6.0 mg/1
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml
Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Monitoring requirements
Measurement Saay� le * Sample
reguenq► Ine Location
Continuous L Recording
2/Month
Composite
2/Month
Composite
2/Month
Composite
Weekly
Grab
2/Month
Grab
Daily
Grab.
Weekly
Grab
Quarterly
Composite
Quarterly
Composite
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
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.
There shall be no discharge of floating solids or visible foam. in other than trace amounts.
IorE
E,I
E
E
E,U,D
E,U,D
E
E,U,D
E
E
= M M -C
ct of a
o 'COD
N C O

A. (1). EFFLUENT LIMITATIONS AND MONITORING�REQUIREMENTS Final Wintery-
November 1 - March 31
During the period beginning -after completion of expansion :an•d
lasting Until expiration,
the permittee 1s authorized to discharge from outfall(s) serial
number(s) 001.
Such discharges shall be li.mited•and monitored by the permittee
as specified below:
Effluent Characteristics Discharge Limitations
Monitoring Requirements
Kqjday 1bs da Other -Units (Specify)
Measurement
SSamle
* Saile�
Monthl v .we ec y vg. Monthly Avg. ee y vg.•
requency_
Type
Location
Flow 0.20 MGD
Continuous
Recording
I or'E Co,
BOD, 5Day, 200C 24.0 mg/l 36.0 mg/l
2/Month
Composite
E,I
Total Suspended Residue 30.0 mg/l 45.0 mg/l
2/Month
Composite
E
NHas N 9.0 mg/l 13.5 mg/l
2/Month
Composite
E
E,U,D
3
Dissolved Oxygen (minimum) 6..0 mg/l 6.0 mg/1
Weekly
Grab
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml
2/Month
Grab
E,U,D
Residual -Chlorine
Daily
Weekly
Grab.
Grab
E
E,U,D
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D --Down§tr'eam:
-- --
- - -
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.
There shall be no discharge of floating solids or.vislble foam•in other than trace amounts.

C
M
A. (1). EFFLUENT:LIMITATIONS AND MONITORING REQUIREMENTS .Final summer: April 1 - October 31
During theperiodbe§lnning after completion of expansion and lasting until expiration,
the permittee is authorized to discharge from outfall(s) serial numbers) 001..
Such discharges -shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Dischar9e.Limitations
. KqjdaLY
(lbs/d&AOther-Units
(Specify)
Monthly Ay ,_
,eRTY vg.
Month 1Y.vg.
weeKlY vg.
Flow 0.20 MUD,
BOD, 5Day, 200C - 1M mg/l 15.0 mg/1
Total Suspended Residue 30.0 mg/1 45.0 mg/1
NH3 as N' 5.0 mg/l 7.5 mg/l
Dissolved Oxygen (minimum) 6.0 mg/1 6.0 mg/l
Fecal Coliform (geometric mean). 1000.0/100 ml 2000.0/100 ml
Residual'.Chlorine
.Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Monitoring Requirements
Measurement
Sample
_1
* Sample
reguency
Loca— ti on
Continuous
Recording
I or .E
2/Month
Composite
E,I
2/Month
Composite,
E
2/Month
Composite-.
E.
Weekly,.'
Grab
E,U,D
2/Month
Grab
E;U;D
Daily
. Grab.
E
Weekly
Grab
E,U,D
Quarterly
Composite
E
Quarterly
Composite
E
A *Sample.locations: E Effluent, I - Influent, U..._ Upstream, D`- Downstream
c�M a a
o�MC+
The pH shall not be less than -6.0, standard units nor greater than 9.0 standard units and, 4- C+
shall be monitored 2/Month at- the effluent by grab sampler � oz
There shall be no discharge of floating solids or visible foam.in other than trace amounts. �,

MEMO.
DATE: �`' "•
TO: CM4(; SUBJEC
/CO
A#a(,W
I
d2 rams Cir
I
North Carolina
Resources &C
a
of Natural

Pi' T E g
s f. I ME
" Iwl I n.uh� d •II n li
AiAJI ^�I u:�N n pnn 1i' on �IQ {I.re.njl n.l1.n, E �. �" W,
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V' n.r li.n.11 {�''.::.�}i. i=;
.ii .n.l. uuil � I WI i .
{� "EI a n.11,: 11a n 1I�� z I.i�i� I� `yl i� x rL.21 II b•!!
AVERAGE PRY WEATHER FLOW
MAS.
.12 I -
PEAK DRY WEATHER FLOW-
MaD i
u A f �
f
DESIGN FLOW
6"IGb n'
42
I
INFLUENT T TS 5
MG/L N
26. a:
INFLUERY VSS
TTEMPERATURE2
� C; �
; � i
.
p,(_
30 +u
ALKALINITY
-MG/Lc
100
PH
u
F'04—F'
I"IG/Lo
f I
ryDE-FAULT' VALUE USED
I -
0`4 ..,Ir_ C7' C-31 TIA 11:=. " :II: C P Il.._.II
J[ Cl, 0".ko,
1
. a' I�{ n
DESIGN AVERAGE DAILY Fi._OW
(MGD)
v e 2- i
ISES"I61\1 PEA',-': WET. WEATHER FLOW (l''lGD)
v . T s- i
i`,U MBEq OF OXIDATION D I TC HE S s- � .
i
-DIMENSIONS EACI--ITOTAL-
-- "
_..----_
VOLU1"IE-- (BAL) a S21 1 1 1.04226
"
_
�
1
. 1
I
I �

DATE
TIMEg
!E3 E-=— IC Cli HN-9 13, iPi' P2 'Y C' I 1ir-1 P' I F:-, I 9= -11— -..E C2, 0*',,!.
IQUMBEER OF ROUKID CLARIFIERS,., 2
D I 1YIENS'l OhIS EACH TOTAL
----------- ----
DIAMETER (FT). 14
DEPI -1 (F
WEI LTH (1*--l-) L6.5
SURFACE AREA o 1.53 .30 6
HNII CD C3 IT 1,h4 E� I
TYPE OF DIGES3TION. AER01-31C
NUMBER 0 F D 1'. 6 E ST E R cS
1-)0
VOLUME OF I 40C
Pit.,

-
-
PARKTClN,
NC
T
DATEn
'
TIME:
B V O
73,3
TBS. .
26.3
TEMP
20
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79 1 011 G,4.p
F*-'- CJ Fe, Q--H F-h N11 C: IEEE
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FLOWn'
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n l i I
1"ICsr' 1"
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RAS �
WAS x
MGD
MUSS
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=; DAYS.*
*
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AGIL *LBS/DAY
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' r ��' � � an �' � .� .� .n. �"�'
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;..�. �..� �..�.n. n
.�. ; .�..:,..� x• r �=
.090
-yam 2
68
.040
163
100
.029 29
1 i ai )i );_}
12,
.100
2477
68
.040
155
.1.00
.029
L c_at_)i it_)
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2448
69
. ;j41:a
1. =,7
100
1 029
J. i )0 0
15
.120
2422
70
.050
122
100
.039
-0 )c_ai a
17
.130
2399
70
.050
110
100
.039
I t:){:it )[_)
19
.130
2378
71
.060 a
99 -
100
.039
:l i it:)c: o
21.
.150
2496
72
.0}60
90
1►: o
.049 )49
a
10000
24
.160
2478
72
83•.
100
a.10000
I
26
.170
2461
73
.070
76
100
.059
10000
28;
e{'
2445
73
.070
71
100
.059 i
1. [)S_ii_)(}
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.190
2431
74
.07C)
66
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i
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='.
.200
24110
7 41
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61
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34
.210
2405
74
. OB()
58
too
.069
1 Ut )c)c } _
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.090 }90
51
100
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. 2:31_)
371.
' 75
. (:)9(=)
48
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u C)69 1
1.0000
42
.240
236,1
76
.090
45
100
.069 a69
i
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45
.250
2497
76
.090 )90
47
100
. i)79
10000
46
.260
2437
76
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44 -
to(,-,)
.089
10000 0
.48

:TC
DATE-.
TIME:TSSw
y
2•,
6.3
•
ice=
TES „
20
Ph-9 r—in
9= TOr F = IL_ ►L__i" K If :.9 '_8."'
C FU n= —6
FQ 64 Cl 7F 9= F=.. 4 1 1-F I � ' 1=1
t S�..LC.^i .Y_,at..}' .Mn.'if"n' �
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FLOW n
OUR L
DOD
LF F
EF-1-
n Ei- I-
rf. `L-,1:_ F n
(:_F 1:= �.
• 110-D
MG/L
FT
BOD
TSS
1\11-1 ••
N,03
t '0 4--c' •
/NE:
',
I� S L
={ f°I(_t/L-
f<G/L
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/
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5

I
s'
PARKTON;
III`
DATE-
�
TIP°IE2
o
DOD:
73.3
TEMP
20
i
0 = 0;� 0 0; u =u = wu " a
""„ ` 0-1
F " �' If -Z
F' 6:�i � ::� �''°"G �,� l gm IE . �
�
:. hL'}p' n' i� 3n n i'f• ti. J_ bL.]c Y. x. X
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.+ n' it
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'¢: 'h X'�' n 7'� ')'+ ?i' i. '#' 1. ';'2"�"F. •4 n .�..�. .fib..
L FLOW
-.-CLARIFIER
LOAD *
SEC. SLUDGE
PROD
"rc, AL; SLUDGE
PROD
16D
SFC
WEIR *
LBS TS 5
LBS tcc*
LBJ TSS
� r VSS
4 OL
GPD
•
R GPSFD
GPLFD
.' n � � n' it' iC fC.l.L r_ zL n � n �.
M 5�..�+L �..h .i.C.ki 'i'�'.N.:r�...�
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n .'^'.. {..]i n. rs. n .�..H..:y...�L. n i' n"�'.n it � � y.. � :nL �. � N
00
325
3030
14
10
14
10
1.78
?4
° o
357
3333
16
11.
16
1.1.
1.75
1A
.120
390
3636
18
i3
18
13
1.71
125,
.130
422
3 9 ?
20
14
,:.t_?
14'
1.68
14.1
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422
3939
20
14
20
14
1 ° 6s 0
141
.150
481
4545
24
17
24
I 1 7
1. ° 62
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526
4848
26
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317
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4.6
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379
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7878
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,
.
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. .
DATE:
TIME:
:
�I IT] li 3
F' E L F Z
��T "R �--
0 1���|��
�
r- E� F C3 E 1: 'E 1:
�
TEMP
20
DIGESTER
VOLUME (GAL):
4900
% *
; PLANT
* TOTAL *
VSS *
MCRT *
% *
ALK. *
GAS *
SOL *
v FLOW
* SLUDGE *
LOADING *
DAYS *
VSS *
MG/L *
PRO. *
DIG. *
? MGD
* FLOW *
LB/FT3/ *
*
RED. *
*
FT3/ *
SLUDGE *
�
* GPD *
DAY *
*
*
*
DAY *
*
.09
82
.01
59.4
8.337
NA
NA
1.71
.10
94
.01
51.9
7.812
NA
NA
1.68
.11
109
.02
44.9
7.751
NA
NA
1.65
.12
124
.02
39.3
7.691
NA
NA
1.62
.13
141
.02
34.7
7.633
NA
NA
1.59
.13
141
.02
34.7
7.633
NA
NA
1.59
.14
158
.02
30.9
7.576
NA
NA
1.56
.15
176
.03
27.7
7.522
NA
NA
1.53
.16
190
.03
25.7
7.079
NA
NA
1.52
.17
209`
.03
23.3
7.032
NA
NA
1.50
.18
229
.03
21.3
6.986
NA
NA
1.48
.19
250
.04
19.6
6.943
NA
NA
1.46
.20
271
.04
18.0
6.901
NA
NA
1.44
.21
293
.04
16.7
6.861
NA
NA
1.42
.22
316
.05
15.5
6.823
NA
NA
1.41
.22
316
.05
15.5
6.823
NA
NA
1.41
.23
339
.05
14.4
6.786
NA
NA
1.39
.24
363
.05
13.5
6.752
NA
NA
1.38
.25
378
.05
12.9
6.384
NA
NA
1.38
.26
403
.06
12.1
6.353
NA
NA
1.36
|A- NOT
APPLICABLE
FOR AEROBIC
DIGESTION

4 ,
I�
it
j
KOONCE, NOBLE & ASSOCIATES; Inc.
CONSULTING ENGINEERS
August 9, 1985
it ►�'- ��
Mr!Tommy Stevens
AUG g
N.jC. Department of Natural Resources 1A8�9
and Community Development
Di Vision of Environmental Management
Wac'hovi a Bank Building %`�,�,, 0-�.F
Fayetteville, North Carolina '� 1�
Dear Mr. Stevens:
�I
RE'. Town of Parkton NPDES Permit
j
Thi;is letter is to request that the flow limit for Parkton's NPDES permit be
increased to 0.200 MGD. The wastewater treatment plant:has the capacity to
handle this flow without problems.
The; existing plant has the following capacities:
Oxidation ditches - 2 @ 6967 C.F.
Clarifiers - 2 @ 12' Diameter
Clarifier Contact - 1 @ 420 C.F.
i
A flow of 0.200 MGD would have the following operating conditions:
Aeration Detention Time - 12.5 hours
Clarifier Overflow Rate - 884 gpd/s.f.
? Chlbrination Detention Time - 23 minutes
If you have any questions, please feel free to call this office.
Sincerely yours, '
ii KOONCE NOBLE & ASSOC. INC.
Sam R. Noble, Jr., P. E.
SRNJr/ftf
t!
I
I
208 EAST FIFTH STREET P. O. BOX 1027 LUMBERTON, N. C. 28359 [phone]
�I

., �� •t ��Y TEv
State of North Carolina /Af�IGi;�'
Department of Natural Resources and Community Developrrp�-'�
512 North Salisbury Street Raleigh, North Carolina 37611
James G. Martin; Governor SeP F`f`d`r S. Thomas Rhodes, Secretary
T/te •Iklp" c Notate W. t"'J' -
%W •► o'4-
Subject: Application for NPDES Permit No.AkeeZb1
r'a..IcAk OJT,
�i6ese.� County
Dear
Receipt of the fdllowing documents is hereby acknowledged:
Application• Form
Engineering Proposal (for,proposed control facilities)
Request for permit renewal
✓.Other /dd•ud
If any of the items listed below are checked, the application received is in-
complete and the indicated-item(s) must be received before review can begin:
Application Form (copies enclosed)
Engineering Proposal (See'(b) 1-5 on attached)
Other I
If the application is not made complete within thirty (30) days,, it will be returned
to you anal may be resubmitted when complete.
This application has •been ( assigned to A-e
PP g 44L°cr4as!'
'(919/733-5083) of our Permits Unit for review and preparation of a draft permit.
.Once the permit is drafted, public notice must be issued forlforty-five• (45) days
prior, to final action on the issuance -or denial of the permit. You will be advised
.of 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 theareview person listed
above.
Sincerely yours,
Arthur Mouberry, PIE.
// Supervisor, Permits•and Engineering
cc: 4y e�_ V��L�C- Regional Supervisor
An Equal Opportunity / Affirmative Action Employer

ALDERMEN 0UJI2 Of rl
J azRL012 � TOWN CLERK -FINANCE OFFICER
MART LEIGH WATSON AND TAX COLLECTOR
ROBERT A. HUGHES HORACE W. PARNELL DOROTHY C. LAWING
MARSH DANIEL
A.,W
A.W. MAYOR WATER -SEWER McMILLAN ,
WILLIAM K. POWERS JOHN L. ARMSTRONG, JR.
"PaaleEvn, &V • 6� CHIEF -FIRE DEPT.
28371 LEWIS MOORE
September: 4, 1985
Mr. R. Paul Wilms, Director
Division of Environmental.Management
P. O.-Box 27687
Raleigh, N. C.'27611
Dear Mr. Wilms:
We have been notified that our'NPDES.Permit No. NC0026921 for the dis-
charge of'treated wastewater will expire on December 319_1985.
Enclosed is a -check in the amount of.$100.00..--Request'is made for
renewal of this permit.
Sincerely,
Horace-W. Parnell
Mayor
HWP/dcl
A.00
�T
/19
�'t �.+�A
F
%:
Q z

. ' ^
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PERMIT--NC0026921
PIPE--001.
REPORT
PERIOD:
8408 -8507 LOC--- E
FACILITY--PARKTON
WWTP, TOWN
OF
DESIGN FLOW--
.iOOO CLASS--2
LOCATION--PARKTON
REGION/COUNTY--06
ROBE%ON
50050
00310
00530
006iO
31616
0030O
MONTH
Q/MGD
BOD
RE%/T%%
NH3+NH4-
FEC COLI
DO
T�
84/08
.0934
1.90
8.O
1.30
.O
9.08
84/09
6.00
14.0
2.00
16.0
7.98
84/10
.0428
4.00
.O
7.55
8401
.iG04F
6.0O
18.0
7.22
8402
.1115F
2.60
4.0
6.00
.O
8.83
85/01
.1536F
6.00
ii.O
21.00F
16.0
9.85
85/02
.3279F
i2.O0
60.0
1i.93
85/03
.3770F
6.00'
.O
1i.16
85/04
.3213F
6.00
16.0
6.00
.O
8.4O
85/05
.0952
16.00
T)
w
.O
7.52
85/06
.0845
6.00
\�
.O
7.7O
85/07
.0765
20.0
6.08
.O
7.i7
AVERAGE
.1694
6.70
12.1
7.05
9.1
8.69
MAXIMUM
.5380
16.00
20.0
2i.00
60.0
i3.00
MINIMUM
.OiOO
i.9O
4.0
i.30
.0
6.0O
UNIT
MGD
MG/L
MG/L
MG/L
0000ML
MG/L

57-
Cy,� .. ..
y
.i'E::is 1F1 T-...... r!(:a)i)26921 1:,.rf%I,t.t.l:{::Ii-ac.d)1} 1Y.{......� (:3'i).7,. LOCI............?:fl (f=
f('ILaT(.1f1a<T[)� 11'CfT31iCl' iti;:I:1.:
t;5.a!I_(k
I:(::.Cf1\C. fJNT'_1;.) I;C3I:iL:90 N
.I('rT:)rI:1R KTf
i if:li! T'1 i BC.)) RE' S. •" T;i S
fit:i:il:I:►t(Ji� 22.1{) 1..70