NC0086918_Permit Issuance_20081212

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colson H. Sullins , Director
Division of Water Quality
December 12, 2008
Mr. Joseph H. Threewitts, Jr.
Operations Manager
Wayne Water Districts
P. O. Box 1583
Goldsboro, NC 27533
Subject: Issuance Renewal NPDES Permit
NPDES Permit NCO086918
Eastern Wayne Sanitary District WTP#3
Wayne County
Dear Mr. Threewitts:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
This final permit includes one major change from the draft permit send to you on October 8, 2008.
The TN Load monthly and annual monitoring calculations are no longer required.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the farm of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings
(6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this
decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the 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 Ron Berry at telephone number
[phone].
Sincere///�,
of H. Sullins
Attachments
Cc: Washington Regional Office/Surface Water Protection Section
Central Files
NPDES Unit
Division of Water Quality, Point Source Branch Telephone [phone] Naa Cazol•na
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 FAX [phone] �2,Q/t�
512 N. Salisbury Street, Raleigh, North Carolina 27604 On the Internet at http://hlo.enrstate.nc.us/ J�u
An Equal Oppoitoily/Affirmative Aclion Employer

i
Permit NC0086918
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision 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, the
Eastern Wayne Sanitary District
is hereby authorized to discharge wastewater from a facility located at the
Rockford Church Road WTP
NCSR 1737 near Seven Springs
Wayne County
to receiving waters designated as an unnamed tributary to the Neuse River in the
Neuse River Basin in accordance with effluent limitations, monitoring requirements,
and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective January 1, 2009.
This permit and authorization to discharge shall expire at midnight on January 31, 2013.
Signed this day December 12, 2008.
&Iden llins, Director
7 Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0086918
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
The Eastern Wayne Sanitary bistrict is hereby authorized to:
1. Continue to operate a drinking -water treatment plant with a discharge of filter -
backwash wastewater. This facility is located at the Rockford Church Road WTP
off NCSR 1737 near Seven Springs in Wayne County.
2. Discharge from said treatment works at the location specified on the attached
map into an unnamed tributary to the Neuse River in Lenoir County, classified
C, NSW waters in the Neuse River Basin.

11312.�
' t
1+
_- Eastern Wayne"
County Sanitary 01
- Di strict WTP#3 U 1 U
NCO086918-
-��
NC0086918
Discharge
- , irao Q W
n` _ Rockford
�13i3 t�^ R,
_ ,2 ! -
eke Al,
! f __opyright(C)2001, Mapteyfh40.
USGS Quad: G27NE Seven Springs, NC
Latitude: 35" 14'3" N Stream Class: C, NSW
[Facility
cation
Longitude: 77' 49' 43" W Subbasin: 03-04-05
(Outfall in Lenoir County) H tke l Q 3 0 Z Q Z
NCO086918 Eastern Wayne County Sanitary
Receiving Stream: UT to Neuse River
IVOCf%1
District WTP#3 Wayne County

Permit NCO086918
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration,
the Permittee is authorized to discharge filter backwash from outfall 001. Such discharges
shall be limited and monitored by the Permittee as specified below:
ya` r `
EF��LUENT
y
.-CHARACTERISTICS,y:
y.. _. ..
..
` :LINTS
�
�;IIONITORlNG
-
REQUIREMEN
jS A
Month[
Average
,�{Da�[y `��-l�easureme"nt
,,s ;�
,� Maximum `tx
uen
Sam le. ° f
F =� .
z: T ,ti K
.� Sam lei
.Loco nn
Flow
0.033 MGD
Daily
Estimate
Effluent
Total Suspended Solids (TSS)
30.0 mg/L
45.0 mg/L
21Month
Grab
Effluent
pH
Not less than 6.0
than 9.0
s.u. nor more
s.u.
2/Month
Grab
Effluent
Total Residual Chlorine (TRC) 2
17 Ng/L
2/Month
Grab
Effluent
Fluoride, mg/L
Monthly
Grab
Effluent
Total Manganese, Ng/L
Monthly
Grab
Effluent
Total Iron, mg/L
Monthly
Grab
Effluent
Nitrite/Nitrate Nitrogen 3
NO N + NO -N
Monitor & Report (mg/L)
Semi-annually
Grab
Effluent
Total Kjeldahl Nitrogen (TKN) 3
Monitor & Report (mg/L)
Semi-annually
Grab
Effluent
Total Nitrogen (TN) 3
= TKN + NO2-N + NO3-N
Monitor & Report (mg/L)
Semi-annually
Calculated
Effluent
Total Phosphorus (TP)
Monitor & Report (mg/L)
Semi-annually
Grab
Effluent
Footnotes:
1. Flow estimate shall be based on daily discharge activities to outfall and supported by metering data
where applicable.
2. TRC Total. Residual Chlorine compliance is required for chlorine or chlorine derivative used for
disinfection. The Division shall consider all effluent TRC values reported below 50 ug/1 to be in
compliance with the permit. However, the Permittee shall continue to record and submit all values
reported by a North Carolina certified laboratory (including field certified), even if these values fall
below 50 ug/l.
3. For a given wastewater sample, TN = TKN + (NO2-N + NO3-N), where TN is Total Nitrogen, TKN is Total
Kjeldahl Nitrogen, and (NO2-N + NO3-N) are nitrlte and nitrate nitrogen, respectively.
All samples collected should be from a representative discharge event.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

NORTH CAROLINA
WAYNE COUNTY.
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State,
duly commissioned, qualified, and authorized by law to administer oaths,
personally appeared Teresa Bozeman
who being first duly sworn, deposes and says: that he (she) is
Legal Clerk
(Publisher, or other officer or employee authorized to make affidavit)
of WAYNE PRINTING COMPANY, INC., engaged in the publication of
a newspaper known as GOLDSBORO NEWS-ARGUS, published,
issued, and entered as second class mail in the city of Goldsboro in said
County and State; that he (she) is authorized to make this affidavit and
sworn statement; that the notice or other legal advertisement, a true
copy of which is attached hereto, was published in GOLDSBORO
NEWS-ARGUS on the following dates:
October 13, 2008
and that the said newspaper in which such notice, paper, document, or
legal advertisement was published was, at the time of each, and every
such publication, a newspaper meeting all of the requirements and
qualifications of Section 1-597 of the General Statutes of North Carolina
and was a qualified newspaper within the meaning of Section 1-597 of the
General Statutes of North Carolina.
20 08
This-.:!31 day of October
ate. o_n
(Signature of person Making affidavit)
Sworn to and subscribed before me, this 31st day of
My Commission expires: "% —,,V Ll `
CLIPPING OF LEGAL
ADVERTISEMENT
ATTACHED SERE
PuBUC WIICE ,
STATE OF NORTH CAROUNA
@MROXMEKtAL
MANAGEMENT
COMMISSIOWKPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617 -
N ITIRCATION OF INTENT
TO ISSUE ATIPDES . .
WASTEWATER PERMIT
On the basis ofthorough staff
.review and application of NC
General Statute 143.215.1 and
15A NCAC 02H.0109 -and other
lawful standards:and regula-
bens, the North Carolina Envi-
ronmental-Management Com-
mission proposes to issue a
National Pollutant Discharge
Elimination System (NPDES) ,
wastewater discharge permit to 1
the person(s) tlsted below "ef-
fective 45 days from the pub-
llsh date of this notice.
Written comments regarding
the proposed permit will be.ac
capted ugtil ;3o days after the
pis ltsh' dats of this rtotice.) All
comments received prior,to
that data are considered, in the
final determtnatlons regarding
recto of the N Division oi,Wa-
ter QualHy may decide to hold a
public meeting for the proposed
permit, should the Division re -
calve a slgnifipant degree of
public interest. -
Copies of the draft permit and
other$upperting information on
file used to determine condi-
tions present in the draftpermit
are available upon rgguest�and
payment of'the costs of repro-
ductisonr Mail comments and/or
requests for information to the
NC Division of Water Qualitlr at
the above address or call Dina
Sprinkle [phone] at the
Point Source Branch. Please In-
clude the.NPDES permit num-
ber(beiow} in any cammurtica
ticn. _Interested persons may
also visit the Dlvlslon-of Water
Quality: at 512"N. Salisbury
Street, at,
NC 21604-1148
between the hours Of 8w into;
rriation onfile. -'
:The Town of, to Grange
Boz 368,:La Grange, NC 28551)
has applied for renel'df
wa
NPDES permit NCO021644 for.
WWFP in Lenoir Cog*�hls
permitted-facilit' dischafges
—� treated domesdc.wasteykateir,to.
an unnamed tributary to iio ii
Creek in the Meuse Ri!+er Basla..
' i<i8 �'itb`�$811�:$13a;10i�frtt�.ti��uw.�
Cbtorine�areriirater.:,Rua,,titaC lint-,
Md. This disctiars,e may°affect
future allocations [[n,this portion
of the.Neuse River basin.
The Eastern Wayne'San"
District has.appEl� torXenewal.'
at NPDES.* ppe ,it Ndo(f869181
for' Its:Flocicford_Chditit.ROW i
-WTP-This permitted tacli)iy dis-
charges ..Greensaiid.-Filter
pnselbar*wash wastewater to
an unnamed tributM-to-the
Neuse`River in,the Neuse River
Basin:.; Currently. Total Residual
Chlorine is water.quallty lim-
Ited. This discharge may affect
future allocations to this portion
of the Neuse River_
I Abe, 2008

DENR/DWQ
FACT SHEET FOR NPDES PERMIT RENEWAL DEVELOPMENT
NPDES No. NCO086918
Faciliq Information
Applicant/Facility Name:
Eastern Wayne Sanitary District WTP#3-Rockford Church Road
Applicant Address:
P.O. Box 1583; Goldsboro, North Carolina 27533-1583
Facility Address:
Rockford Church Road; Seven Springs, North Carolina 28578
Permitted Flow
0.033 MGD
Type of Waste:
Backwash/rinse Greensand Filters WTP
Facility/Permit Status:
Class I /Active no discharge during current permit cycle); Renewal
County:
Wayne County (outfall in Lenoir County)
Miscellaneous
Receiving Stream:
UT to Neuse River
Stream Classification:
C, NSW
Subbasin:
03-04-05
Index No.
27-56
Drainage Area (mi):
NA
303(d) Listed?
No (FC — Mercury)
Summer 7Q 10 (cfs)
NA
Regional Office:
Washington
Winter 7Q10 (cfs):
NA
State Grid / USGSQuad:
I32NW
30 2 cfs
NA
Permit Writer:
Ron Berry
Average Flow (cfs):
NA
Date:
10/2/08
IWC (%):
I NA
BACKGROUND
The Eastern Wayne Sanitary District operates an aeration/greensand filter drinking water
treatment facility, WTP#3 on Rockford Church Road, that serves the surrounding community.
Water from multiple wells is the water source. The WTP#3 Plant has the option to pump its
waste water approximately 0.7 miles to the NPDES outfall, an unnamed tributary 200 feet
upstream from the unnamed tributary discharge into the Neuse river, a class C , NSW water in
the Neuse River Basin in Lenoir County.
Aerated well water is pre-treated with potassium permanganate and then flows to three parallel
greensand filters (iron removal). The filtered water is further treated with corrosion inhibitor
(polyphosphate), chlorine, fluoride, and ammonia before entering the main drinking water
distribution network. The drinking water network provides the water for backwashing and rinsing
the greensand filters. There is a dechlorination chemical feed system that treats the returned
drinking water prior to use for backwash/rinse of the greensand filters.
The greensand filters backwash/rinse waste stream accumulates in a holding basin where solids
are collected. The waste water from the holding basin than can either be recycled or pump to the
NPDES outfall. As solids build up in the holding tank they can be removed for disposal.
However, to date this facility has not accumulated sufficient solids to warrant disposal and the
holding basin continues to store the collected solids. There is a contingency plan in place to
follow regulatory requirements for proper disposal of the solids.
No discharges to the NPDES outfall have occurred as a result of 100% recycling of the waste
water.
PERMITTING STRATEGY
There is no DMR data to review. Review previous fact sheets, file information. Compare permit
to existing WTP Strategies for Greensand Filters and Neuse River Basin rules.
Fact Sheet
NPDES NCO086918
Page 1 of 3

Effluent Limitations and Monitoring Requirements
FLOW
All waste flows are required to be limited, a monthly average limit of the daily flow 0.033 MGD
will be added to this permit. The flow is also required to calculate TMF for the TN Load
calculation. A footnote to clarify flow estimates will be added to this permit.
TSS
TSS is a primary pollutant parameter for Greensand WTP waste effluent, TSS monitoring/limits
will continue in this permit.
pH
pH is a major pollutant parameter for waste water. A pH 2/ Month monitoring with a limit range
of no less than 6.0 or greater than 9.0 will be added to this permit.
Total Residual Chlorine (TRC)
TRC is a major toxicant. TRC monitoring will be decreased to 2/Month to match current
Division policy. Monitoring with a 17 µg/L limit (no IWC) will continue in this permit. The
TRC footnote will be edited to clarify compliance.
Fluoride
Fluoride Monthly monitoring will be added to this permit. Fluoride is present, is a toxicant of
concern, and is required by the Greensand Filter WTP guidelines.
Total Iron
Total iron is an action level toxicant. Total iron monitoring will be decreased to 2/Month to
match current Division policy in this permit.
Total Manganese
Total manganese Monthly monitoring will be added to this permit. Total Manganese is a toxicant
of concern and is required by the Greensand Filter WTP guidelines.
Total Nitrogen (TM, TJN, Nitrate/Nitrite Nitrogen, TN Load
Nutrient monitoring for a NPDES discharge into this portion of the Neuse River basin is required
(NSW). TN is defined as the sum of the TJN and Nitrate and Nitrite nitrogen. TN Load is the
mass quantity of TN discharge, monthly and annually, using the formula TN Load (monthly) _
TMF x TN x 8.34. TN Load (annually) = sum of Jan to Dec monthly TN Loads. TJN and
Nitrate/Nitrite nitrogen semi-annual monitoring will continue in this permit. All calculated
values will continue to be required in this permit.
Total Phosphorus (TP)
Nutrient monitoring for a NPDES discharge into this portion of the Neuse River basin is required
(NSW). TP monitoring will continue in this permit.
Removed Requirements
Settleable Solids and Turbidity requirement were removed from this permit. Current Greensand
Filter WTP guidelines do not require these parameters.
Fact Sheet
NPDES NCO086918
Page 2 of 3

SUMMARY OF PROPOSED CHANGES
In keeping with Division policies the following will be incorporated into the permit:
• Effluent limitation and monitoring requirements for Flow and pH will be added.
• Effluent monitoring for TRC and Total Iron will be reduced to 2/Month and Monthly,
respectively.
• Effluent Monthly monitoring for Fluoride and Total Manganese will be added.
• Effluent limitations and monitoring for Settleable Solids, instream limitations and
monitoring for Turbidity will be removed from this permit.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: October 8, 2008
Permit Scheduled to Issue: January 1, 2009
NPDES DIVISION CONTACT
If you have questions regarding any of the above information or on the attached permit, please
contact Ron Berry at [phone] or email [e-mail].
NAME: DATE:
REGIONAL OFFICE COMMENTS
NAME: DATE:
SUPERVISOR: DATE:
Fact Sheet
NPDES NCO086918
Page 3 of 3

does not apply to any other kind of cationic exchange unit used in water treatment. If any portion of the water
treatment process includes an ion exchange/water softener unit, then the RO-IE Permitting Strategy will apply as
well.
Typically, a greensand filtration unit is preceded by the use of an aeration tower along with potassium
permanganate to oxidize dissolved iron in the ground water. The particulate ferric hydroxide (and some minor
quantities of soluble ferrous material) is then removed via filtration through a manganese based greensand media.
Greensand is a proprietary material that does not require sodium cycle regeneration, only backwash with finished
(potable) water. Since the discharge from such a facility is not as saline as that from a sodium cycle cationic
exchange unit, this may be considered a more environmentally friendly technology for the treatment of
groundwater. For that reason, unlike other types of ion exchange systems, non -discharge options are sometimes an
alternative and should be explored for new permits. Filter backwash water is usually collected in a settling basin,
and the supernatant is then discharged to surface waters or a regional treatment works.
4.2 Pollutants of Concern
Typical chemical additives to such treatment systems are an anti-scalant (such as zinc orthophosphate), fluoride,
chlorine and potassium permanganate.
Table 4.1:
For Greensand WTPs
The minimum monitoring requirements for greensand WTPs included below identifies various pollutants of concern
including conventional parameters and toxicants. A brief rationale for the inclusion of these contaminants can be found in
Appendix A. Other toxicants were not included because they are not expected to be detected, however if a pollutant specific
problem is detected in the receiving stream then a monitoring requirement may be added for that parameter. Likewise, if
data indicate that a pollutant is not present in the facility's discharge, that parameter may be dropped from the
requirements. Limits should be added if a facility shows reasonable potential to exceed water quality standards for
toxicants. New facilities should monitor for parameters of concerns regardless of whether or not there is a water quality
standard. Monitoring requirements can be re-evaluated during subsequent renewals.
LEVIITS
MONIT01IlV(EQliEN1'S=
Witthly
Avera
Daily Ma�dirium.
-
Measurement
:Fre uen
Sample;
:, ,, . . _-JIL
� ,.` Sample
Jam
Flow'
Limited
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
tlnsbantaneous
See TableGrab
Effluent
Total Residual Chlorine2
Freshwaters:l7- 2$ µ
Saltwater:13 WIL
TableGrab
Effluent
Fluoride3
Based on potentia
See Table 5.1
�rab
Effluent
Total Iron
See Table 5.1
rab
Effluent
Total Zinc'
See Table 5.1
Grab
Effluent
Total Manganese
See Table 5.1
Grab
Effluent
pH
Freshwater: 6.0 — 9.0 S.U.
Tabl
Grab
Effluent
Footnotes:
1. For instantaneous flow monitoring, the duration of the discharge must be reported in
2. The TRC monitoring requirement applies only if the Permittee backwashes with chloi
3. Fluoride should be monitored if the permittee backwashes with fluoridated finished i
4. Zinc shall be monitored if the Permittee uses any zinc -based additive in the water trei
m to the total flow.
water.
process.
-7-

Figire B-5
Neuse River Subbasin 03-04-05
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e�
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�
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A
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GREENE
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.-
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t, .�'
JONES
56
NPDES Discharges
\ -'
/
Major
LENOIR /
A Minor
DUPLIN
\
Use Support Rating
/
1/V Supporting
/v Impaired
NNot Rated
/
No Data
i
v' County Boundary
Pdmary Roads
Planning Branch
Municipality
5
0 I�- 5
10 Miles
BasinwidePlanning Program Unit
-
September 10, 2002

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ELECTRIC CATE NOTES
1. Far Electric Gala Nolea saw Sheat CZ.
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OFRONT & SIDE SIDEWALK/ASPHALT CONNECTION
3/4' - V-O'
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OREAR SIDEWALK/ASPHALT CONNECTION
CONTRACTOR'S SITEWORK RESPONSIBILITIES
CONTRACT NO 4 - WATER DISTRIBUTION
T. Water line construction within the right-ef-way of Rockford Church Rood.
w
Z. Eight (8) inch finished water line co slrvcllan an the site from the right-of-way line
al Rockford Church Read to fifteen (15) feet north of the right -of -ray Ilne d
- Rockford Church Read including the S' gate valor and bes.
J. Slates, (te) Inch ,ter line c... truation the a;t¢ from the right -al -way line of
M
Rockford Church Read to opproaimulely J70 feet north of the right-cf-way line of
Rockford Church Road including the valves. be.m. lee, fee hydant and tie-in W the
16' butterfly calve to be instolled by CONTRACTOR NO. Sa.
erc,Ir.0 SOX n we I5 uw wAaR IOIe
tgral Na. 5•
4. Raw water line watruction within sine right -of -ay of Rockford Church flood.
5. Raw water lima n truction on the slid M10the right-of-way line of Rockford Church
1
Roed to fifteen (75) fast moth of the rtght-ol-woy line al Rockford Church Read.
inclutlIng the 12• valve and be.
coon¢ ma a. am Im tenor ,pw
r , ACT w !.
G. Waste dch ieorgs force main -a construction within the right/ -way al Rockford Churc h
Re
Road.
7. Waste dachorge fares main cdon,",tion on the alto from the righl-of-troy line at
Rockford Church Rood to fifteen (15) feat north of the right-af-way, Iine al Rockford
G rIE vALK RI6 cake irPF b'
Church Read including the 6' gold valve and bad.
1 u lr to vKK Aw Baru Pore 'r
I Ur tee
Ia•alm
& Two (2) inch water earned far the Water Treatment Plant,
zweA Ix• a r aollrA.. a
v Ira.. awss s+a rarze Ire
x if n• mneawf SleEt CWYn
wM >r
CONTRACT NO. 55 -WELLS
IY � �S � Ned �T
1. Raw Water Wall No. 1.
I G r . F.. 4W Bea lief N.
I u Ir a: -arm was. rw,t •a-
Lalr%rim a
Id- Pict sin n, a- n whim uv.
b V r Y, aAS .as, wlea uaE
)
Of
Of
O
'
Y
'
PRagltt fRP - W
PRevaE a
saaETOµ0.4nI.eM wart�era AapeCaaLiepL�
awe1Na see mop¢
H
T.
Four + inCT PVC raw water Imo Irom Wall No. 1 to the fie wlw l e installed a gin 'al a
9°
by CONTRACTOR NO 57.
2. Wall head piping, concrete peak pump• and ell electrical.
1 Coordination with CONTRACTOR No. 58 to provide electrical service to Wall No. 1.
4. Service whence, and system groundng la Well No, 1.
CONTRACT NO. S6 - ELEVATED STORAGE TANK
1. Elevated storage tank
2. Sixteen (16) inch DIP weler line Irem the elevated star,ge tunic ter riser to
appro.imatell, 370 Feel north of the light -al -way fine d Rockford Church R-d
Including butterfly calves, be.- time, bends, and reducer.
1 Elact6coi conduit and junction bewea far the leveled storage tank elaetrode assembly
from five (5) het bow the base of the lavoted lank column to the electrode holder
male on lap of the lank
4. Electrbal conduit. wile. junctim barite. and canneclians la the elevated storage tank
abehucfie, light from f (5) feet above the bead of the elevated lank column to the
abelruoil" lgnt an lop of the lank. CONTRACTOR NO. 56 anal make the eanneetbna
to conduit and_wtdng provided by CONTRACTOR NO. 5&
5. Cantrell splash pad and ereabn central atone of elevated storage lank overflow pip,
H-I 86�ga
W°
Ulm aZi
Q e M
y es
Q.
0
i
Ai oe
1. %. ier Treclmenl Plant Building.
2. Chlorine Building.
J. Aaralf- and Raw Waller R..-,,.;,
4. Waal. Waller Holding Tank
S. Pressure reducing valve voulL
& Site piping (not shown to be by other centraelare) including a pipe, ditW9% valwa,
1.
wouresarte. and 0r-Ina to piping initialled by others
^
7. Site landoo '.erg including lading -d grubbing, eraaan anal aedimanlolbn control,
In
In
is
grading.' bettor, and seeding.
m m
m
& Asphalt road and candela Wderdt curl-ing
-
m
J.
� m
9. Onlink fending and gale,
8 g
10. Wolter Treatment Plant mnitery aareroge piping to the Ptk lank the eapik tank
30
0:
cam
^
d'wtrLulkn boa. nitrification field, and nlrwcannecting piping.
d
inq piping a rate tank amler dear top he lM
II. Calk heel pramure from the l.voted tp
w
,
I
^
Iral eyeltm lrienaduaer anam0ly Unit F rnbathe Treatment Plant building
% uveO
I
TREATMENT PIANT ELECTRICAL
1. Coordinalian with electric utilitycompo" to provide decrk:al service to the Treatment
Plant. a >•
Ail cps, IPrt Y 2 Electrical service pole, sendce mrhnn. and system grounding far the Treatment Plant uJ p
• a- Gallo. uR -era alter. 3. ElecbPe duet ban", cond.IL and wire from the Treatment Plant b.1dn9 to that w � w
wo r , mx n, aw pit rorcE wow fMuct.- in -cordon.. with the Duct Bank Schedule, Conduit and Wire Schedule, the
PLANS, and SPECIFICATIONS.
SITE GRAOINC CONSTRUCTION NOTES
thrsaa Ir P!c -M usE 1. near and grub antra site within the limit. of conatn.atlon. (511e was formally III .ed
farmland) All trees• shrubs. bushes, deals, ale, within the limits of construction shalt
be removed and disposed of in occo ti nee with' applicable Federal, atat,, and local laws,
rulea• and regWatbns. Disposal site shall be pravided by the CONTRACTOR Clearing
,mite we ,Mean (15) twat outside find femcs lines unless shown oth-l- 0o not
disturb misting sewn (7) monitoring wells an Southeast comer of property.
2 Cenatructbn shill be confined to the oreo within the property boundary line shawl on
this wheal and the right.-ahwdy of od)...g atreat. and road.. Can,truatlan .;thin
edjoining streets one tee a $hal be limited to that required to inside proposed
fmprowmanb under This CONTRACT.
3. Grade. shape. and landscape wile to provide pasitM drainage o the antral slid -d to
drain furf-s, water ar., from buildings and othm .truaturm. Slop. ground surf-e
w cay tram buildings and other wtructures at three (3) parcenl mbimum slap. for a
minimum distance of t nt five 25) fact I Y
SITE PIPING CONSTRUCTION NOTES
y- ( u n ch directions.
4, All roadway and parking t areas shaI he awf-eel with a a'v (6) inch thick laver of
I. This piping plan is ding-nnatic only. Additional piping and/ar fitting. may b. requited
Goose aggregate base cause (NC COT Type A) and M (2) inched (In two i' thick
to vaid canfikh, tie -In to misting Ian, and/ail provide a complete and fully
layers) 1 Two. SF 9.5A asphalt .--to aurlece .puns.
operational ayaudr. The CONTRACTOR shill provide ell piping and filling, oa requited at
& All disturbed a s ahal be seeded and mulched within seven (7) cloys aRer completion
J
no addllional deft to the OWNER.
of grading apnallane. Entire area within the limits of eanatruellan shill be seeded and
d
2. Sea other pages tar d.t.R piping arrang-la 1, inverts, and pip. location.
mulched s cmt that dead within the limit. of buildings, structures, pavamanta, d
rb
..distued once with a well established gram. cover shall not be wadded and mWC,ad.
m
FW
3. All duetil. 'men pip. -told. buildings and/or slrueturea shall be Clam 350 with
& Erosion cant. maa.urea shall be inwtalled prier to beginning mnaWel'han and shall be
Q N
path-- ormach-teal )ainta unlua shownatherwia.
maintained in e-linwua apart Non unto the final ga.a cover is well eatablhhed Erosion
4. All weer piping 2' or smaller, wrcepl chemed feed piping and .her, ah... otherwise.
trd maa.uree whorl be removed by the CONTRACTOR alter Ih. final liras. caw I.
call established
shall be SchedWe 40 chbrinatad Polyvinyl ehlarW. (CPVC) in accordance with
Section 15410 ofthe SPECIFICATIONS
7. Propmend .-lour lines and spot lavatbns we to finished grade.
S. NI rigid chemical teed piping anal be Schedule 80 Payvtnyl chloride (PVC).
B. On. hundred year load plain l.vallon is 55 Joel
S. Concrete thrust black, andl M hatellal at all fitting, and valve.
9. S.W. and/or dteh aid. whoa. shall be no ,lupin then 3 hari-tal to 1 vertical.
7. Water lined shall have a minimum el We. (3) Feal el .ow in ell drutbns. nncapt
:hot ter lines ineldw led in ditches or ditch slopes shall have a minimum of four (4)
al
Tact sow in all direetnri.
S. Water Containing chkeine residual shall not De dische arged within one thousand (1000)
1-1 Flush into
hhUUNl N1U//r
......
`
al-,fee...tars water cantaining chlorinrmidual shell be discharged
dWed ditchm and centered until era chlorine residual remain.
O
G• fit,
9• 3' HOPE. 160 pal OR 11. ideal tar chlorine salull- line shill mlend from. ono foal
above finished fear dilation in Chlorloe Buldtng la 5 feel outside bulding, and from
OP540� 1ri 2;
� U- SEAL ?n-
_ =QOg O f'E
'4
e /oral above fi iahed floor in Room 117 (Ammonia Room) to 5 feet beyond poking
=� 1972 = =
746 =
\cy-
ec pavement. Removable seal, shall prodded to prevent entry of dirt at each buried
and.
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SHEET G3 OF 35

WAYNE WATER DISTRICTS
P.O. Box 1583
Goldsboro, N.C. 27533
[phone]
August 2, 2007
Mrs. Frances Candelaria
NCDENR/DWQ/Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: Renewal Request
NPDES Permit NC 0086918
Eastern Wayne Sanitary District
Wayne County, NC
Dear Mrs. Candelaria:
Attached please find the following items in support of subject renewal request:
1. Two additional copies of this cover letter
2. Application form (original and two copies)
3. Process Schematic and Site Plan (three copies each)
There have been no changes at the facility since the issuance of the last permit. The facility
generates an insignificant amount of sludge which accumulates in the on -site backwash waste basin.
The accumulated material (sludge) is believed to meet standards to be deemed a soil supplement and
efforts are on -going to obtain this designation. In the event it becomes necessary to waste solids prior
to receiving the "soil supplement" designation we will contract with a DWQ approved private
contractor, make application to DWQ for a Permit for disposal on land owned by the Eastern Wayne
Sanitary District, or utilize a local approved landfill.
If you have any questions, please do not hesitate to call me.
Sincerely,
Wayne ater Districts
J seph H. Threewitts, Jr.
Operations Manager
11G-PC 11D 1005\FTL12007 1 070801
W WD-RENEW-REQ-E WSD-NPDES-NC0086918-LTR.doc

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number NC00 86918
If you are completing this form in computer use the TAB key or the up — down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
EASTERN WAYNE SANITARY DISTRICT
WTP#3 Rockford Church Road
P O Box 1583
Goldsboro
NC 27533-1583
[phone]
[phone]
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road
City
State / Zip Code
County
Rockford Church Road
Seven Springs
NC 28578
Wayne
3. Operator Information:
Name of..the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible .Charge or ORC)
Name NA
Mailing Address
City
State / Zip Code
Telephone Number ( )
Fax Number ( )
4. Ownership Status:
Federal ❑
State ❑
Private ❑
Public [2
Page 1 of 2 C-WTP 03/05

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants _
S. Type of treatment plant:
❑ Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ > -Ion Exchange (Sodium Cycle Cationic ion exchange)
Green Sand Filter (No sodium recharge)
❑ Membrane Technology (RO, nanofiltration)
Check here if the treatment process also uses a water softener ❑
6. Description of source water(s) (i.e. groundwater, surface water) Ground Water
7. Describe the treatment process(es) for the raw water: Aeration followed by
filtration through greensand filters.
S. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility: Wastewater consists of backwash of greensand filters to remove iron
and manganese deposits. Sedimentation in a concrete backwash
tank is primary form of treatment. Treated backwash is typically reused.
9. Number of separate discharge points: _L
Outfall Identification number(s) '001
10. Frequency of discharge: Continuous ❑ Intermittent 15
If intermittent:
Days per week discharge occurs: 0 * Duration: 0
* Treated backwash is typically reused; however, discharge permit must
be maintained to allow discharge in case discharge becomes necessary.
11. Plant design potable flowrate •9 MGD
Backwash or reject flow .03 MGD
12. Name of receiving stream(s) (Provide a map showing the exact location of each outfali, including
latitude and longitude): Unnamed tributary to Neuse River
Page 2 of 2 C-WTP 03/05

NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
13. Please list all water treatment additives, including cleaning chemicals, that have the
potential to be discharged.
Chlorine, polyphosphate (Aquamag), fluoride and potassium
PC rmanganate are chemical additives.
14. Is this facility located on Indian country? (check one)
Yes ❑
No (j'
15. Additional Information:
➢ Provide a schematic of flow through the facility, include flow volumes at all points in
the treatment process, and point of addition of chemicals.
➢ ' Solids Handling Plan
16. NEW Applicants
Information needed in addition to items I-I5:
➢ New applicants must contact the NCDENR Customer Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
➢ Analyses of source water collected
➢ Engineering Alternative Analysis
➢ Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. Applicant Certification
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.
Joseph H. Threewitts, Jr. Operations Manager
Printe=ne ;Pe7rsoniTitle
Signat a of ADDlicant Date
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
required to be maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable
by a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section
1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both,
for a similar offense.)
Page 3 of 3 C-WTP 03/05

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
Basic Information to determine otential for eDeditedDermit renewal
Reviewer/Date
o 3 -1 — 0-7-
Permit Number
N
0 0 Is
Facility Name
& 5-r?
� 5 - vW i
Basin Name/Sub-basin number
0 3 - 0 - 0 Y
Receiving Stream
Stream Classification in Permit
C
N S W
Does permit need NH3 limits?
1�►�
Does permit need TRC limits?
0
Does permit need Enteroccoci limit?.
t)J
Does permit have toxicity testing?
R
eg
Does permit have Special Conditions?
Does permit have instream monitorin ?
Is the stream impaired (on 303(d) list)?
Any obvious compliance concerns?
o
Any permit mods since last ernut?
1�
Existing expiration date
0 o
New expiration date
J
1, 2 6 L3
New permit effective date
Mia�•nll•�r�on»c r'nmmpntc
YES_ This is a SIMPLE EXPEDITED permit renewal (administrative
renewal with no changes, or only minor changes such as TRC, NH3,
/ name/ownership changes).
✓ RE COMPLEX EXPEDITED permit renewal (includes
YES•_ This is a MORE
Special Conditions (such as EAA, Wastewater Management Plan),
Conventional WTP, 303(d) listed, toxicity testing, instream monitoring,
compliance concerns, phased limits). Basin Coordinator to make case -by -
case decision.
YES_ This permit CANNOT BE EXPEDITED for one of the following reasons:
• Major Facility (municipal/industrial)
• Minor Municipals with pretreatment program
• Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc)
• Limits based on reasonable potential analysis (metals, GW remediation organics)
• Permitted flow > 0.5 MGD (requires full Fact Sheet)
• Permits determined by Basin Coordinator to be outside expedited process
TR Version 9/7/2007