NC0033430_Regional Office Physical File Scan Up To 11/10/2020

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
NCAC 1SA 8G .0201
Press TAB to enter information
Permittee Owner/Officer Name: C CArY\ P J I'lli p C / ±1
Mailing Address: SInc,, q
City: 1 p_ State
Email Address: UJAV-Tt-(%9; CisPl f v"PRi
Signature:
Facility Name:
County: ,
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION
Facility Type: Select
Facility Grade: ISelect _-Tr-
Date: 7-.1(a - I
Divisor e tii yr Resources
SYSTEIVJ U L 27 2018
Water :`3ualih' qeg=onai Operations
OPERATOR IN RESPONSIBLE CHARGE (ORC).
Print Full Name: 4yin cLa 41 S Work Phone: 82-19M- 0t 1"
Certificate Type: WW 1 Certificate Gra i e: II Certificate #: 1
Email Address. cna k4a I ).0 rn
- .i I
Signature: Effective Date: 9-1- nIP l R
"i certify that I agree t my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A-NC4C 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Sasoh \cox ,a l .
BACKUP ORC
Print Full Name: Work Phone: SdFF 76fr 096a
Certificate Type: WW Certificate Grade: II Certificate #: P 3 y 9C
Email Address: P� ;��;�c.tncnr. l� lo� Gma; J . Co,
Signature: ' Effective Date: 9- l- ko I S?
"I certify that I agr o my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC,1618 Mail Service Center, Fax: [phone] and
ORIGINAL to: ' Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax:[phone]
Phone: [phone]
Fayetteville
225 Green St., Suite 714
Fayetteville, NC 28301-5043
Fax: [phone]
Phone: [phone]
Mooresville
Raleigh
610 E. Center Ave., Suite 301
3800 Barrett Dr.
Mooresville, NC 28115
Raleigh, NC 27609
Fax, 704-663-6040
Fax: [phone]
Phone:[phone]
Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq. Mail 127 Cardinal Dr. 45 W. Hanes Mall Rd.
Washington, NC 27889 Wilmington, NC 28405-2845 Winston-Salem, NC 27105
Fax:[phone] Fax:[phone] Fax:[phone]
Phone: [phone] Phone: [phone] Phone: [phone] Revised 412016

hIVIS ;r,, r�:: -ru.:,<,.:.- esources
WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSbCC�
Permittee Owner/Officer Name:
Mailing Address:
City: fi-t I
Email Address: W A u
Signature:
NCAC 15A 8G .0201
Press TAB to enter information
Mf f V
JUL 2 7 2018
State: G Zip: 303 3 09
I . 0 /LI'-
Date: 7-1 L — 12
Facility Name: e-Q, Permit # N C 00,33 L',3-0
County:
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type:
Select
Facility Grade:
Select
OPERATOR IN RESPONSIBLE CHARGE (ORC)
Print Full Name: &0iinic W rb'sdnAe- Work Phone: 5-?.qR-'PR9-C21
Certificate Type: WW Certificate Grade: II Certificate #: 1 R 1 ga
Email Address:
Signature:
Effective Date: Q- I -A fA
"l certify that / agree to my desigrfation as the Operator in Responsible Charge for the facility noted. / understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: -1-:3e6z)r -e /V1 Ary'd/e,, Work Phone: I��'-�/7
Certificate Type: WW Certificate Grade: IV Certificate #: 99 /-S.3 0
Email Address: �i'e�, „�,�Q, 7 (--(f 1
Signature: Effective Date: ?--I- apA iz
"1 certify that / a ree to m�desit7nIation a Back-up Ope or in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax: [phone]
ORIGINAL to: Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax: [phone]
Phone: [phone]
Fayetteville
225 Green St., Suite 714
Fayetteville, NC 28301-5043
Fax: [phone]
Phone: [phone]
Mooresville
Raleigh
610 E. Center Ave., Suite 301
3800 Barrett Dr.
Mooresville, NC 28115
Raleigh, NC 27609
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Washington Wilmington Winston-Salem
943 Washington Sq. Mall 127 Cardinal Dr. 45 W. Hanes Mall Rd.
Washington, NC 27889 Wilmington, NC 28405-2845 Winston-Salem, NC 27105
Fax:[phone] Fax:[phone] Fax:[phone]
Phone:[phone] Phone:[phone] Phone:[phone] Revised412ole

Mardi 26, 2016
NV astewater Branch
Water Quality Permitting Section
Oivision Of Vv'atef'Resources,
1617 &Jail;Smice Untcr,
Ralcigh,NC 1.7699-1617
Subject- ,P�glgggat 6,igWt re Authority
wk'�
,;-TAM, 'k
UU1 33430
P
To WI)OI-n lt,%;4av-Concernz
By notice of this letter. I hereby delegate signat iv autho " V'to each ofthe followingindividuals for all
permit a p lications. dischar-ge monitoring reports: and other information reldtiri,�, .to the operations at
the subject f4cility as requiTed by all applicable federal. state'.. and local dnvitqnmental agencies
specifical , Iv -Mfli the requirements for signatomy authority as spceffied in 1,5A NCAC 213.050(-
-Individual 4*1 Individu4i 42 q qppticabl�j
If voll, `have and questions regarding this. letter. -a- a j
please feel free to contact me -at tot ua�c mpuda a
e . -org.
Sincerely.
Tom Rosebberg
Executivv Director
144() Spripg St. N-w Atlanta, GO 3030
404.973.953 f
ccs Regional Off ice, Water Quality, Permitting, Section

r State.af North Carolina
Department of Environmental QgAty
� Q'rviaion of Wsstar Resources
E MR REG[STRATION FORM
Part A. PERMIT/FACILITY INFORMATION
1: NPUES Permit Number N..1 C 10 10.13 131 4 1 -3, E a'j
2, Owner/OrganlzationName: n- � it � =ir_%C_
3'. acil€ty #~dame ECG rnrT y 9r� 1�
4. Facility'sI'faysicalAddress:,ya4
City:.H !ea3dW_,rMv I Ye, State: #+.xt Z€p Code: 21 R
Part B. OWNER USERINFORMATION
Z. Resp ansib#e f?fif€cif#'s Name: wu [ - ? se", 6 1`ctl Tilde: Ex''rwhi 1t_Mz.__ t*—
(Owner ordWyavrhor)zedrepr nrativel
Z. Mailing Address:: j!J ID - f t` q
City `.+InInl State: �� , Zip Code: _..P ,7% i29
3. Telephone Number:-, 3�
4. €mail Address: toilh, rc,cga.vi
5; User iD i Ass4ned by, fwNp eomp m;mstrator)::
Part CC USER ACCOUNT INFORMATION
1_ Facility Administrator Permission
The Facility Administrator user permission car; be assigned at the time of registration by'the NCD'vVR
eDWIR Administrator. lfsomenne other than the Owner will.be responsible for managing facility users
within e€ MR and you would like the Division to set up the gerrtilss€on at the timt.of registration, then
please provide the user details for the indlv:dual who will need the Facility Administrator user permission
Note: tf this petton will be responsible'for submitting eL)MR reports, then you will ofsa need to request
Subrnitter perroisston. or this user.
In addition to the user details; please specify the permit numbers) to which the user will be associated If
additional space is needed, please -snake additional- copies ofthe Facility Administrator User Details and.
complete as needed..
l Fedfity Administrator User betails
Perm#tNix.tsl� pa' tD
_....
# "t Flame;
Middle Name:;
LaSz'�ame: `
Rfyone Matrrt>er:
Ema#I; _ ser iQa �
AdniiMft
NC cWWR Regis€raiion Farm {Revision 4. P )
11

'). Submitter Permissiori
Provide; the users, 6 addition to the. Owner; wh& will need Submitter permission. The Submitter user
'Permissloacan.orify beassjgnedE y the NCDWR,eDMRAdminisIrat6r, The Owner specified above,,Vilf.be
given fuli eDMR permissions including, Submitter-perMisslon,
In ad.dition to -the user,d'eOft, please specify the permit(t)-to which. each user will be associated for eDMR,
submittal. Should additional space be needed, for users and/or pettrifts, Plea!se make additionai copies of
this page and corrpietee'.as needed.
NOM- The Owner will be responsible for creating 01(facIlItY users MxVt those with Submitter Permissions
In addItIon,to the. Owner and Submitter• user groups, there are four user types identified by,user
permission kwh FacifityAdministrator, -Certffler, Dow Entryand View Only,
The Owner and Facility Administfotor will haw the ,ability ,to create and manage facifity users. The
Facility UserManogemenrGuldk located dh.the eDMR Ukr Documentation.webpage,,provides the
appropriate proceduresfiorfacifity user management.
Submitter User DmIls
Fla Name -
Middle Name-
tast Name:
PivneNumber. E
Ermll: UN r ID.
—LASW�WO)�DWReDWAdminttmW)
cvisivn 4, 1)

RESPONSIBU�.OFFICIALAUT140,RtZATION
Thki ke _4066sibIeQffici f
ObES Permits and 40 C511 -112;24 is the, approptiateIndMduatWith the atithority to, tip, •pppk,6tiqhs or reports
fbr the, Owner/Oreanization. -
(prihtet narne),, have the authority to rnakethjs'requgstfor
REGISTRATION CeMf ICATION
rorthe permit(SI, associated with the Uwnerident fled abbvs I'recoekt pe'rmf!�Mbhito submit DMR datausing the---
N,'CDWR, ADM system:
I undersiand',thatelettranic submittal Pf the'DhR,does, hot'futIV,satisfy W EO*s electronic signatOre
r6quirehights bridas-a resuft, ronders.tand I will, be required to print sign, and'submjj hardcopies (one -signed
orf&farid'a cWV,�of the eDk4A:tdNCDWR under the same reooqhgrem� .ed nts,as paper- sedDiviRs.as
A(ki -
specified irn Part. IL Condition Dr,12), of `the NPMS,Fermit
I agree to protect the security of myuser ID and,password from comprornite.and shalt ta<e.atl neeessa(,V stepsto,
prevent its4oss, distIbsurJe, modification, or unauthorized Use-
aofid
6,�nevk- l-hf,
at k.ne (tyo br-Priht!
r esponsiblebMic.- Xignature.
North Carolin4Ge"l Rattite § 143-215.68 prcMdes:ftt
ec,. 44lig. Dkec6c
Gffiq-*UTIVO (type, qrpiint,;,
Date
Aioy'persor; who gnawtngl?, makes -any falsostatement, rephalsentatiod, or certification in any'a0plidAtion, record,.report,
Plan, or otfi4i* docUrderit flied or requirecrta be maiiitaiAed und& this Artidd or a roleimplementing this Article; -or who
knowing!y makes S; false statement of. 9, riiatetfaifact in a-rulemaking proceeding or contested ease u qde 1� this Article; or who
fAWf tampers with, or yrendets�qa;curateanyrecording knowing( , ' ar-monitoringc-Ley ,iceyn arethod-required tabe
qpqrated or maintained under this Article or rules of #rie Commission. Impilempnting this Article, shall beguifty 'of tlassz
punishment by iineorimprisonmentnot more than S -yearsor both, or asimillar offense.
. NC ePMR RegismMon Fonw(Revision 4. 1 Y

eDMR owne.rVerification Report,
Permit N'Q.',i - NC00334K Vbetidiv: 4.00 00haStatus:: Active
Owner/Pennittee.-
Camp Judaea
Responsible --,Qfficiat,
Tom.Roserkieri
Resp. Official: Til"61,
Ekecutivei.Director
Facility Narne -
Camp Judaea. WW-,TP
Facility Addiess,
USHwU E.
.
Hender sonvilie, NG 28792
Registeredfor eDMR?,:
No
Facility Classification:
i8w
QRC;'Name
Cartification'#
ORC-Desianaborf
White,: KOvin Qi
WWW2
Active
ORQ
DeaverjXenneth M.
ActiveBackup
Kilpatrick, Thonlas W
WW-4'f5681
Active
8acku
Roswter. R.obiort.-K
WW-3. / 1,59128
Active
'BaC kup,
ogols Date : 741

Cantwell, Janet
From: Whitewater Environmental, LLC <[e-mail]>
Sent: Sunday, May 22, 2016 9:21 PM
To: SVCeDMRadmin
Cc: Cantwell, Janet
Subject: Camp Judaea eDMR Registration
Attachments: Camp Judaea E-DMR Registration Application_20160522_0001.pdf
eDMR Registration:
Attached is the registration form for Camp Judaea, NC0033430. Please contact me if any corrections are
needed or if you have any questions.
Sincerely,
Kevin C. White, ORC
[e-mail]
828.289.2165
1

Water Resources
ENVIRONMENTAL QUALITY
D� PAT MCCRORY
%� Goremor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
December 11, 2015
Tom Rosenberg, Executive Director
Camp Judaea, Inc.
1440 Spring Street
Atlanta, Georgia 30309-2832
Subject: - Issuance of NPDDES Permit NCO033430
Camp Judaea WWTP
94 Camp Judaea Lane, Hendersonville 28792
Henderson County
Dear Mr. Rosenberg:
The Division of Water Resources (the Division) hereby issues the attached NPDES permit for
the subject facility. We issue this permit 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.
Changes for Renewal. The Division understands that you have made no significant changes to
your treatment process. We have therefore made only minimal changes to your permit by
updating your permit format and site map. However, please note that electronic reporting of
Discharge Monitoring Reports (DMRs) is now required.
Implementing Electronic Discharge Monitoring Reports (eDMRs). Please be advised that the
Division has implemented an electronic Discharge Monitoring Report (eDMR) programz in
accord with pending requirements by the Environmental Protection Agency (EPA). We include
the details to implement the eDMR program in this permit [see Section A. (2.)].
Proposed federal regulations require electronic submittal of all DMRs and specify that, if North
Carolina does not establish a program to receive such submittals, Permittees must then submit
eDMRs directly to EPA. For more information on eDMRs, registering for eDMR submittal, and
obtaining an eDMR user account, please visit DWR's webpage:
http://portal.nedenr.org/web/wq/admin/bog/i u/p edmr.
ECEIVED
n of Water Resources
JAN 14 2016
State of North Carolina I Environmental Water Quality Regional Operations
Quality l Water
611 Asheville Reaiona! CNicre
1611 Mail service Center I Raleigh, North Carolina 27699-1611 .._ __
919 707 9000

Tom Rosenberg, Executive Director
Issuance Final
December 11, 2015
For information on EPA's proposed NPDES Electronic Reporting Rule, please visit EPA's
website:
http•//www2 epa gov/compliance/pro op sed-npdes-electronic-re op rtin -rule
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable, you have the right to an adjudicatory hearing, upon written request submitted
within thirty (30) days after receiving this letter. Your request must take the form of a written
petition conforming to Chapter 150B of the North Carolina General Statutes, and you must file it
with the office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina
27699-6714. Unless such a demand is made, this permit shall be final and binding.
This permit is not'transferable except after notifying the Division of Water Resources. The
Division may require permit modification, or revocation and re -issuance. Please note that this
permit does not affect your legal obligation to obtain other permits required by the Division of
Water Resources, the Division of Land Resources, the Coastal Area Management Act, or other
federal or local governments.
If you have questions, or if we can further assist you, please contact Joe Corporon at
[e-mail]] or call [phone].
espect , lly,
S. Jay Zimmerman, P.G.
Enclosure: NPDES Permit NC0033430 (issuance final)
he: rogram Files ll
D,W,RI/ARO and, Irav dson SuperT,iso
ec: DWR/ARO, Landon Davidson, Supervisor
Camp Judaea, Inc. [[e-mail]]
[e-mail]

NCO033430
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
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
Conunission, and the Federal Water Pollution Control Act, as amended,
Camp Judaea, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Camp Judaea WWTP
49 Camp Judaea Lane, Hendersonville
Henderson County
to receiving waters designated as Henderson Creek in the French Broad River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, it III and IV
hereof.
This permit shall become effective, January 1, 2016.
This permit and authorization to discharge shall expire at midnight on November 30, 2020.
Signed this day December 11, 2015.
SleI4 Zimmerman, P.G., Directoj�
ivision of Water Resources
By Authority of the Environmental Management Commission
Page I of 5

NC0033430
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revolted, and as of this 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.
Camp Judaea, Inc.
is hereby authorized to:
1. continue to operate an existing 0.030 MGD extended aeration wastewater treatment system
utilizing the following components:
♦ 7,500 gallon flow equalization basin w/manual bar screen
♦ Dual pumps (one grinder pump) w/dual alarms
♦ Flow splitter box
® Dual aeration basins (13,000 and 17,000 gallon w/dual blowers providing diffused air)
♦ 2,700 gallon and 3,900 gallon clarifiers w/skimmer and sludge returns
♦ 2,600 gallon aerobic digester
♦ Tablet chlorinator
4 1,200 gallon chlorine contact chamber
♦ 3 01 v-notch weir and staff gauge
♦ Tablet dechlorinator
♦ 160 linear feet of 6-inch gravity outfall
these facilities located south of the Town of Fruitland at the Camp Judaea WWTP, 49 Camp
Judea Lane, Henderson, Henderson County, and
2. discharge from said treatment works via Outfall 001, at the location specified on the attached map,
into Henderson Creels [stream index 6-55-11-9], currently classified C-Trout waters located within
sub -basin 04-03-02 WC: 06010105] of the French Broad River Basin.
Page 2 of 5

NCO033430
PART 1
A. (l) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from Outfall 001. Such discharges shall be limited, monitored
and reported' by the Permittee as specified below:
VF FLUEN Y
:CHARACTERISTICS
.MMITS
MONITORING REQUIRE IENT'S
Pay ainetej Code
Monthly
Daily
Measurement`
sample
Sample
Avera -e
g
Maximum
Fre uepc
9 Y
Type
I ocaEion
Flow
50050
0.030 MG
Weekly
Instantaneous
Influent or
Effluent
Total Residual Chlorine 2
50060
28 µg/L
2/Week
Grab
Effluent
BOD, 5-day (20°C)
00310
30.0 mg/L
45.0 ing/L
Weekly
Grab
Effluent
Total Suspended Solids
00530
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N (April 1—October 31)
00610
19.0 mg/L
35 mg/L
Weekly
Grab
Effluent
NH3 as N (Nov.1 — March 31)
00610
Weekly
Grab
Effluent
Fecal Coliform (geometric mean)
31616
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Temperature (°C)
00010
Weekly
Grab
Effluent
PH
Not < 6.0 or > 9.0
00400
standard units
Weekly
Grab
=Effluent
Footnote:
1. Beginning no later than 270 days from the permit effective date, the Permittee shall submit
discharge Monitoring Reports electronically using DWR's eDMR submittal system [See
Section A. (2)].
2. The Division shall consider all effluent TRC values reported below 50 µg/L to be compliant
with the permit. However, the Permittee shall continue to record and submit all values
reported by a North Carolina -certified test methods (including field certified), even if these
values fall below 50 µg/L.
Condition:
The Permittee shall discharge no floating solids or foam.
Page 3 of 5

NC003343`0
A. (2.) ELECTRONIC REPORTING - DISCHARGE MONITORING REPORTS
[G.S. 143-215.1(b)]
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then Permittees must
submit DMRs electronically to the Environmental Protection Agency (EPA). The Division adopted
and implemented these regulations in 2013.
NOTE: This special condition supplements or supersedes the following sections within Part H of this
permit (Standard Conditions for NPDES Permits):
Section B. (11.)
Signatory Requirements
Section D. (2.)
Reporting
Section D. (6.)
Records Retention
Section E. (5.)
Monitoring Reports
Reporting [Supersedes Part II, Section D. (2.) and Section E. (5.) (a)]
Begimung no later than 270 days from the effective date of this permit, the Permittee shall report
discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report
(eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation
(CROMERR), Permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the following
address:
NCDEQ / DWR / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a Permittee is unable to use the eDMR system due to a demonstrated hardship, or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted,
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3), or alternative
forms approved by the Director. Duplicate signed copies shall be submitted to the mailing address
above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be submitted
in writing to the Division for written approval at least sixty (60) days prior to the date the facility would
be required under this permit to begin using eDMR. Temporary waivers shall be valid for twelve (12)
months and shall thereupon expire. At such time, DMRs shall be submitted electronically to the
Division unless the Permittee re -applies for and is granted a new temporary waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
Page 4 of 5

NC0033430
littp://poital.NCDEQ.org/web/wq/admin/bog/ipu/ediur
Regardless of the submission method, the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Signatory Requirements [Supplements Part II, Section B. (11.) (b) and supersedes Section B. (11.) (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II, Section
B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting
purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North Carolina's
eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the following
web page:
http://portal.NCDEQ org/web/wq/admii /bop,/ip-L /edinr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system, or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the possibility of
fines and imprisonment for knowing violations."
Records Retention [Supplements Part II, Section D. (6.)]
The Permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions.
These records or copies shall be maintained for a period of at least 3 years from the date of the report.
This period may be extended by request of the Director at any time [40- CFR 122.411.
Page 5 of 5

Ai U66 i'�I tt
�,a h' T I
Fru'dand Rd.
. .........
oel
OutfaR 00.1
(Flows NE)
T TVA ---
T1 ', 77 77 , - , 7. _-T � 7 , _=
11'\ 01 1)
ty
V., 11!,
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Camp Judea, Inc.
Camp Judea WWTP
Latitude: 350 22' 38" Grid/Quad: F9NW/Fruitland
Longitude: 82' 22' 59" HUC: 06010105
Stream Class: C-Trout Sub -Basin: 040302
Stream Class: 6-55-11-9 ' Stream Segment: 6-55-11-(9)
Receiving Stream: Henderson Creek
North NPDES Permit NC0033430
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NPDES Permit Standard Conditions
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events'. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
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(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Smpling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes their to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
U stet
Anincident beyond .the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.4 1].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 31'8 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class H penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part H.C.4), "Upsets" (Part ILC.5) and 'Power Failures"
(Part H.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other�circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Si ng atory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either -a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator'of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person orpersons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class H, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based pen -nit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part ILE.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Pennittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.410)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina - 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.nedenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.411.
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availabilityports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terns shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permittee (NCGS 143-215.IC). The report shall summarize the
performance of the collection or treatment system, as well as the extent to which the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality. The report shall be provided no
later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when -the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903 (b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5 0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [I 5A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]'
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users; permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations; sampling protocols, reporting requirements, appropriate standard and special
conditions; and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shallmaintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. 'Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .090% .0916 and .0917; 40 CFR 403.5„ 403.8(t)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable. Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]I
7. POTW Inspection & Monitoring of their TUs
The Permittee, shall conduct inspection, surveillance„ and monitoring activities as described in its Division
approved pretreatment program in order- ;to determine, independent, of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [1'5A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The.
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e);, and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self 1blonitorn and nd Reporting,
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 021I.0908'. [15A NCAC 02H .0906(b)(5)and .0905; 40 CFR 403.8(f)(1)(v)' and (2)(iii); 40 CFR
122.440)(2)l and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all, pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA'(40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response.
Plan (ERP)' approved by the Division. [15A NCAC 02H .0903(b)(7), :0906(b)(8) and .0905; 40 CFR 403:8(f)(5)]
10. Pretreatment Annual Reports ( ARC
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment. Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar, year to the Division at the following
address:
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NC DENR / Division of Water Resources / Water Quality Permitting Section
Pretreatment„ Emergency Response, and Collection Systems (PERCS) Unit
1617 'Mail Service. Center
Raleigh, North Carolina 276994617'
These reports shall be submitted .by March 1 of'each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance, and to ensure compliance with pretreatment requirements;
b. Pretreatment Program SummaU (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c.; Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the. Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These.
analytical results must be reported on Industrial Data Summary Forms (IDSF), or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules; public notice of
1Us in SNC, a summary of data or other information related to significant noncompliance determinations for
!Us that are not considered S'IUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the, pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a, minimum of three years records of monitoring activities and results,, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(p)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [ 15A NCAC 02H
.0906(b)(9) and (.10) and .0905 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment: program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall: be considered a
permit modification and shall be governed by 40 CFR 403.18,15 NCAC 02H .0114 and 15'A NCAC 02H .0907.
Version 1110912011.1

AzTri-ww;
i'
NCDENR
North Carolina. Department of Environment'and Natural Resources
Pat McCrory
Governor
John H. Spiracos, Owner
Camp Judaea, Inc.
Camp Judaea WTF
1440 Spring St. NW
Atlanta, GA 30309 .
Dear Permittee:
Donald R. van der Vaart
Secretary
May 12, 2015
Subject: Acknowledgement of Permit Renewal
Permit NCO033430
Henderson County
The NPDES Unit received your permit renewal application on May 08, 2015. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Maureen
Kinney [phone].
Sincerely,
Wren Thedford
Wastewater Branch
cc: Central Files
1she Ril`leX g a fftc_
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]Customer Service: 1-877-623-6748
Internet:: www.ncwater.orq
l RECEIVED
E t_
Ovision at Water Resource
MAY 14 2015
Water OuaW Re*mat Operatfens
Asheville Regional Office
An Equal OpportunityMmnative Action Employer

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417 C.C. Lovelace Rd. Rutherfordton, N.C. 28139-8345-828-289-2165 - [e-mail]
NCDENR/DWR/NPDES UNIT RECEIVEDMENRUDWR
1617 Mail Service Center
Raleigh NC 27699-1617 MAY 8 2015
NPDES Unit:
Water Quality
S�
Please find the attached NPDES permit renewal form for Camp Judaea #NC0033430. There
have been no changes to this facility since the permit renewal for 2010 was approved. I am
requesting that this new permit application be reviewed and considered for renewal. The current
renewal date is for November 30, 2015. Please contact me with any questions regarding this
renewal form at the address or email listed below..
Sincerely,
4��l G
Kevin C. White, ORC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
kwhitewaterna,bellsouth.net
828.289-2165
o>visRE
JAN 14 2016
Water Quality Regional Operations
Asheville Regional Office

417 C.C. Lovelace Rd. Rutherfordton, N.C. 28139-8345 • 828-289-2165 • k%vhitewatera,bellsouth.net
Kevin C. White of Whitewater Environmental, LLC, has my permission to sign, on my behalf, the monthly
Discharge Monitoring Reports.
Permit Owner / Office Name: C'*M'0Me-
`�✓J AFA �'J�'
Facility Name: Camp Judaea t,F-i9CA-,rV /a QvP'4'r'4 441vG �e �ivc�.igigC,;L 7V
z
Permit Number: NC0033430
Mailing Address: fg4h) spal.-Jq sr Al (�J
City: ATz-, wrn State: 6A Zip: 30 ? a I -
Telephone Number: (6 78 ) 1136' 8 6 2J
Fj/ f ilo�3 �6✓��
Permit Owner / Office Signature:
Date:,
/ i4
Torn Rosenberg
Executive Director
tl'
�lyhEiC3UNVItLE. HQ
tl�'k-476F/r7dt -.31r,'Ce-Ae-•
1440 Spring Street NW
Atlanta, GA 30309-2832
678.436.8820 (d)
404.634.7883 (p)
404.973.9531 (c)
404.325.2743 (t)
tomrQcampjudaea.org
www.campjudaea.org

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters E1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Qualm / NPDES Unit
1617 Mail Service Center, Raleigh, N 27699-1617
NPDES Permit $0,0033430
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
Camp Judaea, Inc.
Facility Name
Camp Judaea Wastewater Treatment Facility
Mailing Address
1440 spring St. NW RECEIVED/DENRIDINR
City
Atlanta
State / Zip Code
GA. 30309
Telephone Number
[phone] Water Qualif
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above: X
Street Address or State Road 48 Camp Judaea Ln.
City
Hendersonville
State / Zip Code
N.C. 28792
County
Henderson
3. Operator Information:
Name of the firms public organization or other entity that operates the facility. (Note that this is not
'referring to the Operator in Responsible Charge or ORC)
Name Whitewater Environmental, LLC
Mailing Address 417 C.C. Lovelace Rd.
City Rutherfordton
State J Zip Code N.C. 28139-8345
Telephone Number [phone]
Fax Number N/A
e-mail Address [e-mail]
100 Form-D 11112

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters C1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial
Cl
Number of Employees
Commercial
❑
Number of Employees
Residential
❑
Number of Homes
School
❑
Number of Students/ Staff
Other
X
Explain: Camp
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Summer Camp: Cabins and Dining Hall.
Number of persons served: 300 per session: Two sessions per summer.
S. Type of collection system
X Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary,sewer)
6. Outfall Information:
Number of separate discharge points:1
Outfall Identification number(s):001
Is the outfall equipped with a diffuser? ❑ Yes X No
7. Name of receiving stream(s) (NEW applicants: Provide a map shouring the exact location of each
outfall):
Henderson Creek
S. Frequency of Discharge: ❑ Continuous X Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: June - August
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
The facility is an extended aeration treatment process consisting of:
One Flow Equalization Basin (7,500 gallons), one aerobic digester for solids handling
(2,600 gallons), dual aeration basins. #1 @ 13,000 gallons with a 2,700 gallon clarifier, #2
@ 17,000 gallons with a 3,900 gallon clarifier, one Chlorine Contact Chamber (1,200
gallons) with a DeChlorination unit.
2 of 3 Form-D 11112

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow: 0.030 MGD
Annual Average daily flow: 0.009 MGD (for the previous 3 years)
Maximum daily flow: 0.012 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes X No
12. Effluent Data
NEW APPLICANTS: Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over
the past 36 months for parameters currently in your permit. Mark other parameters "N/A".
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD5)
2.5
<2.0
mg/L
Fecal Coliform
1
1
col/ 100mL
Total Suspended Solids
5
5
mg/L
Temperature (Summer)
24
22
Degrees Celsius
Temperature (Winter)
N/A
N/A
Degrees Celsius
pH
7.0
N/A
S.U.
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
NCO033430
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Permit Number
PSD (CAA) Other
Non -attainment program (CAA)
14. 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.
Kevin C. White ORC
Printed name of Person Signing Title
Applfcarit Date
North Carolina General Statute 143-215.6 (b)(2) states: 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.)
3 of 3 Form-D 11/12

SOLIDS HANDLING AND DISPOSAL FOR CAMP JUDAEA
ALL SOLIDS THAT ARE GENERATED AT THE CAMP JUDAEA
WASTEWATER TREATMENT FACILITY ARE WASTED AND
STORED IN THE AEROBIC DIGESTER (2,600 GALLON CAPACITY).
SUPERNATE IS THEN PUMPED TO THE EQ BASIN AND THE
PROCESS IS REPEATED UNTIL THE DIGESTER IS FULL. THE
WASTED SOLIDS ARE THEN PUMPED BY A CONTRACTED
SLUDGE HAULING TRUCK (MIKE' S SEPTIC) AND THEN
DISPOSED OF AT AN APPROVED DUMP SITE.

Y � 1
NC®ENR
North Carolina. Department of Environment and Natural Resources
Pat McCrory
Governor
May 12, 2015
John H. Spiracos, Owner
Camp Judaea, Inc.
Camp Judaea WTF
1440 Spring St. NW
Atlanta, GA 30309
Donald R. van der Vaart
Secretary
Subject: Acknowledgement of Permit Renewal
Permit NCO033430
Henderson County
Dear Permittee:
The NPDES Unit received your permit renewal application on May 08, 2015. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Maureen
Kinney [phone].
Sincerely,
\A/rre t v Tktzl( o rrol�
Wren Thedford
Wastewater Branch
cc: Central Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]Customer Service: 1-877-623-6748
Internet:: wwwmwater.mg
An Equal Opportunity\Affirmative Action Employer

NOTICE
Annual Performance Report
On July 20, 1999, the North Carolina General Assembly ratified House Bill 1160, the
Clean Water Act of 1999 which placed significant new reporting requirements on those
entities that own or operate wastewater treatment facilities and collection systems.
Specific items include:
1. A Spill Response Plan
2. Sewer Collection System Operation and Maintenance Plan
3. Annual Performance Report
These new requirements became effective on October 1, 1999. This law was
established to provide a mechanism for public oversight and hopefully instill public
confidence in owners and operators of wastewater treatment systems and in their
efforts to protect the waters of the state.
We are pleased to announce that the Annual Performance Report for our wastewater
treatment system is now available for review.
A copy of the report is available to interested persons by contacting the office.
We are pleased to be a part of this on -going environmental protection program.
s:
DEB 1 0 2011
�.. ', WATEPC�UALITY Sc 4
RT
FEB 0 8 2011

Annual Wastewater Treatment System Performance Report
For
Camp Judaea
For the Operating Period
January 1 — December 31, 2010
Preface
On July 20, 1999, the North Carolina General Assembly ratified House Bill 1160, the
Clean Water Act of 1999, which placed significant new reporting requirements on those
entities that own or operate wastewater treatment and collection systems. Specific
items include:
1. A Spill Response Plan
2. Sewer Collection System Operation and Maintenance Plan
3. Annual Performance Report
These new requirements became effective on October 1, 1999.
This report is designed to meet the minimum requirements for the Annual Performance
Report established by the North Carolina Department of Environment and Natural
Resources (NCDENR) as set forth in their guidance document dated October 19,1999.
This law was established to provide a mechanism for public oversight, (and, hopefully,
to instill public confidence), in owners and operators of wastewater treatment systems
and in their efforts to protect the waters of the state.

1. General Information
Facility/System Name:
Responsible Entity:
Person(s) in Charge/Contact:
Applicable Permits:
Camp Judaea WWTP
Henderson County
Camp Judaea
Sandra Bass — Camp Director
Kevin C. White — Operator in Responsible Charge (ORC)
NPDES # NC0033430
Description of Treatment Process, Collection System and Facility Served:
Treatment Process — The treatment facility is a typical "Extended Aeration" process capable
of treating .030 Million Gallons per Day (MGD). The facility consists of one 7,500 gallon
Flow Equalization Basin, one sludge holding aerobic digester @ 2,600 gallons, dual aeration
basins: 41 @ 13,000 gallons with a 2,700 gallon clarifier, 42 @ 17,000 gallons with a 3,900
gallon clarifier, one chlorine contact chamber @ 1,200 gallons and a DeChlorination unit.
The treated effluent is discharged into Henderson Creek, classified as Class C water, in the
French Broad River Basin.
Collection System — The collection system is a standard gravity design consisting of 8-inch,
6-inch and 4-inch diameter pipe. The system was designed to meet all state standards for
wastewater collection systems.
Facilities Served — This system serves Camp Judaea.
II. WWTP Performance
We are pleased to report that the WWTP was in compliance with all NPDES Permit limits
for 2010.
We take pride in our efforts to protect the local environment and the quality of the waters in our
streams.
III. Collection System Performance
The collection system experienced no significant problems for the reporting period.
Camp Judaea maintains a routine operation and maintenance plan for the system.

IV. Notification
A notice advising of the availability of this report will be posted in the office of Camp Judaea.
A copy of this report is available to interested persons in office of:
Camp Judaea
49 Camp Judaea Lane
Hendersonville, N.C. 28792
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
As required, three copies of this report are being provided to NCDWQ.
V. Certification
I certify that under penalty of law that this report is complete and accurate to the best of my
knowledge.
!� '
._
6vin C. White
This report was prepared by:
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
828-289-2165
[e-mail]
/- //
Date

a14/ 'A
1114!i
1 - -
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 22, 2010
Mr. Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Road
Rutherfordton, North Carolina 28139-8345
Subject: NPDES PERMIT ISSUANCE
Permit Number NCO033430
Camp Judaea WWTP
Henderson County
Dear Mr. White:
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached final 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).
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 form 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 permit shall be final and binding.
Please take notice that this permit is not transferable. 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, Coastal Area Management Act, or any other Federal or
Local governmental permits which may be required.It b,
If you have any questions or need additional information, please do
Maureen Scardina of my staff at [phone].'
Sincerely,
leen H. Sullins
Director, Division of
cc: Central Files
NPDES Unit Files
Asheyille iZegional Off ce
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877-623-6748
Internet: http://portal.nedenr.org./web/wq/home
not hesitate "to coritadtn
l
NOV - 1 2010
WATER QUALITY SECTION
��Yit}iILLE REGIONAI nFFir� 4=`
Nne
orthCarolina
Natura!!rf
An Equal Opportunity \ Affirmative Action Employer

FPermit NC0033430 ,
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 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,
Camp Judaea
is hereby authorized to discharge wastewater from a facility located at the
Camp Judaea WWTP
49 Camp Judaea Lane
Henderson County
to receiving waters designated as Henderson Creek in the French Broad 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 December 1, 2010.
This permit and authorization to discharge shall expire at midnight on November 30, 2015.
Signed this day October 22, 2010.
/ Coleen H. Sullins, Director
, Vr Division of Water Quality
By Authority of the Environmental Management Commission

z
V '
Permit NCO033430
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued -to -this facility, whether for operation or discharge are hereby
revoked, and as of this 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. ,
Camp Judaea is hereby authorized to:
1. Continue to operate an existing 0.030 MGD extended aeration wastewater treatment system with
the following components:
♦ 7,500 gallon flow equalization basin w/manual bar screen
♦ Dual pumps (one grinder pump) w/dual alarms
♦ Flow splitter box
♦ Dual aeration basins (13,000 and 17,000 gallon w/dual blowers providing diffused air)
♦ 2,700 gallon and 3,900 gallon clarifiers w/skimmer and sludge returns
♦ 2,600 gallon aerobic digester
♦ Tablet chlorinator
♦ 1,200 gallon chlorine contact chamber
♦ 300 v-notch weir and staff gauge
♦ Tablet dechlorinator
♦ 160 linear feet of 6-inch gravity outfall
The facility is located south of Fruitland at the Camp Judaea WWTP on Chimney Rock Road in
Henderson County.
2. Discharge from said treatment works at the location specified on the attached map into Henderson
Creek, currently classified C-Trout waters in sub -basin 04-03-02 of the French Broad River Basin.

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Camp Judaea FacilityC
Cam Judaea WWTP Locationx�
p
(not to stole) °
County: Henderson Stream Class: C-Trout
Receiving Stream: Henderson Creek Sub -Basin: 040302
Latitude: 35° 22' 30" ' ` Grid/Quad: Fruitland/FMW 1V6RTH NPDES Permit NCO033430
Longitude: 82' 22' 30" HUM 06010105

' Permit NCO033430
A. (L) ' EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT =,
CHARACTERISTICS
d LIMITS' x=:' >
I 0 ., `ORING REQUIREMENTS,.,
.
..
--.,Monthly,".' -
Daily
Measurement'
Sample"
Sample-: -
Parameter Code: T, -_ .... - ,.
;:Average ;,
'.1VIaximum -
.; ;_ Frequency , :
:' . Ty a .,t{'.
:.Location `.
Flow
0.030 MGD
Weekly
Instantaneous
hifluent or
50050
Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00530
NH3 as N (April 1— October 31)
19.0 mg/L
35 mg/L
Weekly
Grab
Effluent
00610
NH3 as N (November 1— March 31)
Weekly
Grab
Effluent
00610
Fecal Coliform (geometric mean)
200/100 nil
400/100 mil
Weekly
Grab
Effluent
3161.6 -
Total Residual Chlorine'
28 µg/L
2/Week
Grab
Effluent
50060
Temperature (°C)
Weekly
Grab
Effluent
00010
pH
Not < 6.0 nor > 9.0 standard
Weekly
Grab
Effluent
00400
units
Footnote:
1. The Division shall consider all effluent TRC values reported below 50 µg/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
µg/1.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS

NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall
be representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B ass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Dav
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
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totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. Use of this method requires prior approval by the Director. This method
may only be used in situations where effluent flow rates vary less than 15 percent. The following
restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent
grab samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect
effluent grab samples at least every six hours; there must be a minimum of four samples during a 24-hour
sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow
this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]' shall be considered = 1.
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Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limitl
The average of all 'samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
j1set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions
or standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate
the requirement.
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b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or
any requirement imposed in a pretreatment program approved under sections 402 (a) (3) or 402 (b) (8) of the
Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319 (d) and 40
CFR 122.41 (a) (2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the
Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of
the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319 (c) (1) and 40 CFR 122.41 (a)
(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319 (c) (2) and 40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC 1219
(g) (2) and 40 CFR 122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
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of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)]
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is field invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 150B-23].
8. Du1y to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
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term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"Y certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (0].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit.
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Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.02011.
The ORC of each Class I facility must.
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator.in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of -
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and
maintenance of the facility, and all documentation required thereof, whether acting as a contract operator
[subcontractor] or a member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]•
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an upset
has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
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reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124) to prevent
the discharge of untreated or inadequately treated wastes during electrical power failures either by means of
alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://h2o.enr.state.nc.us/lab/cert.htm) for information
regarding laboratory certifications.
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Personnel conducting testing of field -certified parameters must hold the appropriate field parameter
certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both.
If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entev
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
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b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) (1).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alteration, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
4. Transfers
This permit is not transferable to any person without approval from the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the CWA [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.410) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to 'continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.41 (1) (6)].
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b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 (1) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.41 (1) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making
any false statement on any such report may result in the imposition of criminal penalties as provided for in
NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more
than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR
122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
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The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
The report shall be sent to:
NC DENR / DWQ / Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
0 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (l mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (b) (i) and (j)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the POTWs NPDES Permit or prevents sewage sludge use
or disposal in compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC
2H.0903 (b) (13)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the POTWs NPDES permit, or of an instream water quality standard. [15A NCAC 2H.0903 (b) (23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, owned by a State or local government entity. This
definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes sewers, pipes, and other conveyances only if they
convey wastewater to a POTW. The term also means the local government entity, or municipality, as defined in
section 502(4) of the CWA, which has jurisdiction over indirect discharges to and the discharges from such a
treatment works. [15A NCAC 2H.0903 (b) (27)]
"Significant Industrial User" or "SIU"
An industrial user that discharges wastewater into a publicly owned treatment works and that [15A NCAC 2H.0903
(b) (34)]:
(a) discharges an average of 25,000 gallons or more per day of process wastewater to the POTW (excluding
sanitary, noncontact cooling and boiler blowdown wastewaters) or;
(b) contributes more than 5 percent of the design flow of the POTW treatment plant or more than 5 percent of
the maximum allowable headworks loading of the POTW treatment plant for any pollutant of concern, or;
(c) is required to meet a national categorical pretreatment standard, or;
(d) is, regardless of Parts (a), (b), and (c) of this definition, otherwise determined by the POTW, the Division, or
the EPA to have a reasonable potential for adversely affecting the POTWs operation or for violating any
pretreatment standard or requirement or POT%Vs receiving stream standard, or to limit the POTWs sludge
disposal options.
Section B. Publicly Owned Treatment Works (POTWs)
All POTWs are required to prevent the introduction of pollutants into the POTW which will interfere with the
operation of the POTW, including interference with its use or disposal of municipal sludge, or pass through the
treatment works or otherwise be incompatible with such treatment works. [40 CFR 403.2]
All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42 (b)]:
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1. Any new introduction of pollutants into the POTW from an indirect discharger, including pump and
hauled waste, which would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact that may result from the change of the
quantity or quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from industries
using the municipal system may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Prohibited Discharges
a. Under no circumstances shall the Permittee allow introduction of pollutants or discharges into the waste
treatment system or waste collection system which cause or contribute to Pass Through or Interference
as defined in 15A NCAC 2H.0900 and 40 CFR 403. [40 CFR 403.5 (a) (1)]
b. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment or waste collection system [40 CFR 403.5 (b)]:
1. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60. degrees
Centigrade using the test methods specified in 40 CFR 261.21;
2. Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with
pH lower than 5.0, unless the works is specifically designed to accommodate such discharges;
3. Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting
in Interference;
4. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a
flow rate and/or pollutant concentration which will cause Interference with the POTW;
5. Heat in amounts which will may inhibit biological activity in the POTW resulting in Interference,
but in no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds
40°C (104°F) unless the Division, upon request of the POTW, approves alternate temperature
limits;
6. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
7. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
8. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
C. The Permittee shall investigate the source of all discharges into the WW"IP, including slug loads and
other unusual discharges, which have the potential to adversely impact the permittee's Pretreatment
Program and/or the operation of the WWII.
The Permittee shall report such discharges into the WWTP to the Director or the appropriate Regional
Office. Any information shall be provided orally within 24 hours from the time the Permittee became
aware of the circumstances. A written submission shall also be provided within 5 days of the time the
Permittee becomes aware of the circumstances. The written submission shall contain a description of
the discharge, the investigation into possible sources; the period of the discharge, including exact dates
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and times; and if the discharge has not ceased, the anticipated time it is expected to continue; and steps
taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance,
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance
by the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary
regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharger sending its effluent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act as amended (which
includes categorical standards and locally derived limits and narrative requirements). Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the Division a
new Pretreatment Program or a modification of an existing Pretreatment Program, for approval as required
under section D below as well as 15A NCAC 2H.0907 (a) and (b). [40 CFR 122.44 0) (2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402 (b) (8) of the CWA and implementing regulations or by
the requirements of the approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402 (b) (8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 211.0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the Pretreatment
Program Submittal are an enforceable part of this permit. [40 CFR 122.44 0) (2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402 (b) (8) of the CWA,
40 CFR 403, 15A NCAC 2H.0900, and the legal authorities, policies, procedures, and financial provisions contained
in its pretreatment program submission and Division approved modifications thereof. Such operation shall include
but is not limited to the implementation of the following conditions and requirements. Terms not defined in Part II
or Part IV of this permit are as defined in 15A NCAC 2H.0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SILO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 2H.0905 and .0906; 40 CFR 403.8 (fl (1) and 403.9 (1), (2)]
2. Industrial Waste Survey(IWS)
The permittee shall implement an IWS consisting of the survey of users of the POTW, as required by 40 CFR
403.8 (fl (2) (i-iii) and 15A NCAC 211.0905 [also 40 CFR 122.44 0) (1)], including identification of all industrial
users and the character and amount of pollutants contributed to the POTW by these industrial users and
identification of those industrial users meeting the definition of SIU. The Permittee shall submit a summary of
its IWS activities to the Division at least once every five years, and as required by the Division. The IWS
submission shall include a summary of any investigations conducted under paragraph B, 2, c, of this Part.
Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data
to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific
pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part II,
Section D, and Section E.5.). [15A NCAC 2H.0906 (b) (2) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
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Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5 (c) and 15A NCAC 2H.0909, specific Local Limits to implement the
prohibitions listed in 40 CFR 403.5 (a) and (b) and 15A NCAC 2H.0909.
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits shall
contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions,
and compliance schedules as necessary for the installation of treatment and control technologies to assure that
their wastewater discharge will meet all applicable pretreatment standards and requirements. The Permittee
shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits from
all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 2H.0909, .0916, and .0917; 40 CFR 403.5, 403.8 (f) (1) (iii); NCGS 143-
215.67 (a)]
6. Authorization to Construct (AjQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable industrial
users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 2H.0906 (b) (6) and .0905; NCGS 143-
215.1 (a) (8)]
POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial users,
compliance with applicable pretreatment standards. [15A NCAC 21-1.0908(d); 40 CFR 403.8(0(2)(v)]. The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -limited
pollutants, once during the period from January 1 through June 30 and once during the period from
July 1 through December 31, except for organic compounds which shall be sampled at least once per
calendar year; For the purposes of this paragraph, "organic compounds" means the types of
compounds listed in 40 CFR 136.3(a), Tables IC, ID, and IF, as amended.
8. IU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or
in 15A NCAC 2H .0908. [15A NCAC 2H .0906(b)(4) and .0905; 40 CFR 403.8(fl(1)(v) and (2)(1); 40 CFR
122.440)(2)]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations. All
enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the Division.
[15A NCAC 211.0906(b)(7) and .0905; 40 CFR 4038(f)(5)]
10. Pretreatment Annual Reports (PART
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0909. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15'A NCAC 2H .0904 (b) may be required to
submit a partial annual report or to meet with Division personnel periodically to discuss enforcement of
pretreatment requirements and other pretreatment implementation issues.
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For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment, Emergency Response, and Collection Systems Unit (PERCS)
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Industrial Users (IUs) in Significant
Non -Compliance (SNC);
b.) Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on specific forms
approved by the Division;
d.) Industrial Data Summary Forms DSE)
Monitoring data from samples collected by both the POTW and the Significant Industrial User (SIU)
and any monitoring data for other Industrial Users (IUs) in SNC. These analytical results must be
reported on Industrial Data Summary Forms (IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public
notice of IUs in SNC, and any other information, upon request, which in the opinion of the Director is
needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in Significant Non -Compliance
(SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment
requirements and standards during the previous twelve month period. This list shall be published within four
months of the applicable twelve-month period. [15A NCAC 2H .0903(b) 35, ..0908(b)(5) and .0905 and 40
CFR 403.8(0(2)(vii)],
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW. [15A NCAC 214.0908(f); 40 CFR 403.12(o)]
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives.of its approved
pretreatment program. [15A NCAC 2H .0906(a) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications,
POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be
considered a permit modification and shall be governed by 15 NCAC 2H .0114 and 15A NCAC 211.0907.
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she �v 33 � 3 � tt�r�t • U�
Annual Wastewater Treatment System Performance Report
For
�..
Camp Judaea
For the Operating Period FEB 2 8 2012
i
P
January 1 — December 31, 201 V IC WATER OUALITY SECTION
ASf-;E-:VILL E R7�,C.;:aL cFi=ICE
Preface
On July 20, 1999, the North Carolina General Assembly ratified House Bill 1160, the
Clean Water Act of 1999, which placed significant new reporting requirements on those
entities that own or operate wastewater treatment and collection systems. Specific
items include:
1. A Spill Response Plan
2. Sewer Collection System Operation and Maintenance Plan
3. Annual Performance Report
These new requirements became effective on October 1, 1999.
This report is designed to meet the minimum requirements for the Annual Performance
Report established by the North Carolina Department of Environment and Natural
Resources (NCDENR) as set forth in their guidance document dated October 19,1999.
This law was established to provide a mechanism for public oversight, (and, hopefully,
to instill public confidence), in owners and operators of wastewater treatment systems
and in their efforts to protect the waters of the state.

A 1
1. General Information
Facility/System Name:
Responsible Entity:
Person(s) in Charge/Contact:
Applicable Permits:
Camp Judaea WWTP
Henderson County
Camp .Judaea
Sandra Bass — Camp Director
Kevin C. White — Operator in Responsible Charge (ORC)
NPDES # NCO033430
Description of Treatment Process, Collection System and Facility Served:
Treatment Process — The treatment facility is a typical "Extended Aeration" process capable
of treating .030 Million Gallons per Day (MGD). The facility consists of one 7,500 gallon
Flow Equalization Basin, one sludge holding aerobic digester @ 2,600 gallons, dual aeration
basins: #1 @ 13,000 gallons with a 2,700 gallon clarifier, #2 @ 17,000 gallons with a 3,900
gallon clarifier, one chlorine contact chamber @ 1,200 gallons and a DeChlorination unit.
The treated effluent is discharged into Henderson Creek, classified as Class C water, in the
French Broad River Basin.
Collection System — The collection system is a standard gravity design consisting of 8-inch,
6-inch and 4-inch diameter pipe. The system was designed to meet all state standards for
wastewater collection systems.
Facilities Served — This system serves Camp Judaea.
H. WWTP Performance
We are pleased to report that the WWTP was in compliance with all NPDES Permit limits
for 2011.
We take pride in our efforts to protect the local environment and the quality of the waters in our
streams.
III. Collection System Performance
The collection system experienced no significant problems for the reporting period.
Camp Judaea maintains a routine operation and maintenance plan for the system.

IV. Notification
A notice advising of the availability of this report will be posted in the office of Camp Judaea.
A copy of this report is available to interested persons in office of:
Camp Judaea
48 Camp Judaea Lane
Hendersonville, N.C. 28792
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
As required, three copies of this report are being provided to NCDWQ.
V. Certification
I certify that under penalty of law that this report is complete and accurate to the best of my
knowledge.
vin C. White
�- / -/a
Date
This report was prepared by:
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
828-289-2165
[e-mail]

S
E
7 L E C LLD 6 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
September 1, 2010
Mr. Ari Kurtz
Camp Judaea Inc.
2700 NE Expressway NE #C500
Atlanta, GA 30345
SUBJECT: Compliance Evaluation Inspection
Camp Judaea WWTP
Permit No: NCO033430
Henderson County
Dear Mr. Kurtz:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on August 26, 2010.. The facility was found to be in compliance with permit
NC0033430.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff should have any questions, please call me at 828-296-4662. .
Sincerely,
-�4 ray?* OV4404 b
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Kevin White
Central Files
+�A� he�ilte,F i lip.
S:\SWP\Henderson\Wastewater\Minors\Camp Judaea 33430\CEI.8-26-10.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 N(5fthCaro1ina
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877-623-6748 aturaltff
Internet: www.ncwatergualitV.org.C\

United States Environmental Protection Agency
Form Approved.
Washington, D.C. 20460
EPA
OMB No. 2040-0057
Water Compliance Inspection Report
:Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 151 31 NCO033430 111 121 10/08/26 1.17 181 Cl 19I SI 201 I
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ---Reserved-- -
67I 1.0 169 70 13 I 711 I 72 I N I 73I I 174 751 I I I I I I 1 80
W
Section B: Facility Data .
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date.
POTW name and NPDES permit Number)
10:55 AM 10/08/26
05/12/01
Camp Judaea WWTP
Exit Time/Date
Permit Expiration Date
US Hwy 64 E
Hendersonville NC 28792
11.45 AM 10/08/26
10/11/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Kevin C White/ORC/828-289-2165/
Name, Address of Responsible Officialfritle/Phone and Fax Number
Contacted
Ari Kurtz,2700 NE Expy NE #c500 Atlanta GA 30345//404-634-7883/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance 0 Records/Reports Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment'summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
A
d
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Nabers
©Date
AA L- -
W!
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

I
NPDES ydmo/day Inspection Type (cont.) 1
3I NCO033430 L11 12I 10/08/26 117 18Icl
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
FACILITY DESCRIPTION:
The Hadassah / Camp Judaea Inc: - Camp Judaea WWTP is a class. II facility, rated as a 0.030 MGD
extended aeration WWTP consisting, of: 7500 gallon aerated flow equalization basin with manual
bar screen, dual pumps (one grinder pump) and dual alarms; flow splitter box; 13,000 gallon and
17,000 gallon aeration basins with dual blowers providing diffused air; 2700 gallon and 3900
gallon clarifiers with skimmer and sludge returns; 2600 gallon aerobic digestor; tablet
chlorinator; 1200 gallon chlorine contact chamber; 30 degree V-notch weir and staff gauge;
tablet dechlorinator; 160 linear feet of 6-inch gravity outfall.
PERMIT / INSPECTION / LOG:
A review of the files indicates that the last compliance evaluation inspection was
conducted on 6-18-2009 by Janet Cantwell.
The permit expires on 11-30-2010. The Division received your renewal request on April 9, 2010.
The daily operator log was present on -site and had good notation of daily events, process
control and field testing data.
OPERATIONS AND MAINTENANCE / EFFLUENT / SUMMARY:
Mr. Kevin White, contract ORC, and Mr. John Spiracos. assisted in the inspection and appear to
be operating and maintaining the facility very well.
The plant was not discharging at the time of the inspection.
SYSTEM PERFORMANCE ANNUAL REPORT:
The 2009 System Performance Annual Report was received by the Division on February 4, 2010.
Note: According to the Clean Water Act of 1999 (House Bill 1160), the legal requirement for submittal
of the System Performance Annual Report is as follows:
The owner or operator of any wastewater treatment works or wastewater collection systems that
treats or collects primarily domestic or municipal waste, must provide an Annual Report to its
users or customers and to the Department of Environment and Natural Resources that summarizes
the treatment work's and collection system's performance over a 12 month period.
The System Performance Annual Report is due no later than 60 days after the end of the reporting
period.
Page # 2

Permit: NCO033430 Owner - Facility: Camp Judaea WWTP
Inspection Date: 08/26/2010 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
■
❑
n
n
Is the facility as described in the permit?
■
❑
Q
# Are there any special conditions for the permit?
❑
0
n
n
Is access to the plant site restricted to the general public?
■
n
n
Is the inspector granted access to all areas for inspection?
■
n
00
Comment:
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
❑
00
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment:
Equalization Basins
Yes
No
NA
NE
Is the basin aerated?
■
n
n
n
Is the basin free of bypass lines or structures to the natural environment?
■
n
n
n
Is the basin free of excessive grease?
■
n
n
n
Are all pumps present?
■
n
n
n
Are all pumps operable?
■
n
n
Are float controls operable?
■
n
❑
n
Are audible and visual alarms operable?
■
n
n
n
# Is basin size/volume adequate?
■
n
n
n
Comment:
Bar Screens
Yes
No
NA
NE
Type of bar screen
a. Manual
■
b.Mechanical
n
Are the bars adequately screening debris?
■
❑
❑ n
Is the screen free of excessive debris?
■
n
n n
Is disposal of screening in compliance?
■
n
n n
Is the unit in good condition?
■
n
n n
Comment:
Page # 3

Permit: NCO033430 Owner - Facility: Camp Judaea WWTP
Inspection Date: 08/26/2010 Inspection Type: Compliance Evaluation
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■
n
❑
n:
Are surface aerators and mixers operational?
0
n
■
n
Are the diffusers operational?
■
n
n
n
Is the foam the proper color for the treatment process?
■
❑
❑
n
Does the foam cover less than 25% of the basin's surface?
■
❑
n
❑ -
Is the DO level acceptable?
n
n
n
■
Is the DO level acceptable?(1.0 to 3.0 mg/1)
-n
n
❑
■
Comment:
Secondary Clarifier,
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
❑
n
n
Is the site free of excessive buildup of solids in, center well of circular clarifier?
n
n
■
o
Are weirs level?
■
❑
n
❑
Is the site free of weir blockage?
■
❑
[1
n
Is the site free of evidence of short-circuiting?
■
n
n
n
Is scum removal adequate?
■
n
130
Is the site free of excessive floating sludge?
■
n
n
n
Is the drive unit operational?
n
❑
■
❑
Is the return rate acceptable (low turbulence)?
■
n
n
n
Is the overflow clear of excessive solids/pin floc?
■
n
00
Is the sludge blanket level acceptable? (Approximately'/ of the sidewall depth)
■
❑
n
Comment:
Disinfection -Tablet
Yes
No
NA
NE
Are tablet chlorinators operational?
■
n
❑
n
Are the tablets the proper size and type?
■
n
n
n
Number of tubes in use?
2
Is the level of chlorine residual acceptable? .
n
n
n
■
Is the contact chamber free of growth, or sludge buildup?
■
❑
❑
n
Page # 4

Permit: NC0033430
Inspection Date: 08126/2010
Disinfection -Tablet
Is there chlorine residual prior to de -chlorination?
Comment: No discharge
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Owner - Facility: Camp Judaea WWTP
Inspection Type: Compliance Evaluation
Number of tubes in use?
Comment: No discharge
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment: No discharge
Yes No NA NE
■nnn
nn■n
❑n■n
Page # 5

Frazier, Wanda
From:
Sent:
To:
Cc:
Subject:
Attachments:
Hi Maureen,
Frazier, Wanda
Monday, August 30, 2010 5:35 PM
Scardina, Maureen
Haynes, Keith; Reid, Steve; Pugh, James L.; Edwards,
Roger
NCO033430 DRAFT Permit
NCO033430 DRAFT Permit 2010.pdf; 33430 a cover page
2010.doc; NCO033430 8-26-10.pdf
I met with the contract operator and did a compliance evaluation inspection at this facility on 8726-10.
Everything looked good. Attached is that inspection report.
Here's what I would suggest.
Supplement to permit cover page: (see attachment)
Continue to operate 0.030 MGD extended aeration WWTP consisting of : 7500 gallon
aerated flow equalization basin with manual bar screen, dual pumps (one grinder
pump) and dual alarms; flow splitter box; 13,000 gallon and 17,000 gallon
aeration basins with dual blowers providing diffused air; 2700 gallon and 3900
gallon clarifiers with skimmer and sludge returns; 2600 gallon aerobic
digestor; tablet chlorinator; 1200 gallon chlorine contact chamber; 30
degree
V-notch weir and staff gauge; tablet dechlorinator; 160 linear feet of 6-inch
gravity outfall.
I feel that everything else in the attached documents is accurate.
ARO recommends renewal of these permits.
Is this email sufficient?
Let me know if you have questions or comments.
Thanks,
Wanda
1

Wanda Frazier
Email: [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
Division of Water Quality
Surface Water Protection Section
2090 US 70 Highway
Swannanoa, NC 28778
Switchboard: 828-296-4500 x 4662
Direct line: 828-296-4662
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
From: Scardina, Maureen
Sent: Friday, August 27, 2010 10:39 AM
To: Edwards, Roger
Cc: Frazier, Wanda; Haynes, Keith; Reid, Steve; Pugh, James L.
Subject: DRAFT Permits: NC0033430
Attached are permit drafts scheduled to go to public notice on September 1.
Please contact me if you have any questions or comments.
Thank you,
Maureen
(s s 7 sss3 5 tfaxy
maureem scardma@ncdenr; gov
'00ihtS6urce_8c rich
1617 h7aii Service Center',
Raleigh, N0'27699 617
Email correspondence to and from this address may be subiect to
the North Carolina Public Recordslaw and may be disclosed to third parties.
2

Permit NCO033430
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 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,
Camp Judaea
is hereby authorized to discharge wastewater from a facility located at the
Camp Judaea WWTP
49 Camp Judaea Lane
Henderson County
to receiving waters designated as Henderson Creek in the French Broad 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 52010.
This permit and authorization to discharge shall expire at midnight on November 30, 2015.
Signed this day
, 2010.
DRAFT
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0033430
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this 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.
Camp Judaea is hereby authorized to:
1. Continue to operate an existing 0.030 MGD extended aeration package -type wastewater treatment
system with the following components:
♦ Flow equalization basin
♦ Aerobic digester
♦ Dual aeration basins (13,000 and 17,000 gallon w/clarifiers)
Chlorine contact chamber with tablet chlorinator
♦ Dechlorination
The facility is located south of Fruitland at the Camp Judaea WWTP on Chimney Rock Road in
Henderson County.
2. Discharge from said treatment works at the location specified on the attached map into Henderson
Creek, currently classified C-Trout waters in sub -basin 04-03-02 of the French Broad River Basin.

Permit NCO033430
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — DRAFT
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT
MONITORING REQUIREMENTS
CHARACTERISTICSLIMITS
1Vlonthly
Daily
Measurement
Sample
Sample
Parameter Code
Average
Maximum
Frequency
Type'
'Location
Flow
0.030 MGD
Weekly
Instantaneous
Influent or
50050
Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00530
NH3 as N (April 1—October 31)
I -1a
19.0 mg/L
35 mg/L
Weekly
Grab
Effluent
NH3 as N (November 1— March 31)
Weekly
Grab
Effluent
00610
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
31616
Total Residual Chlorine'
28 µg/L
2/Week
Grab
Effluent
50060
Temperature (°C)
WeeklyGrab
Effluent
00010
pH
Not < 6.0 nor > 9.0 standard
Weekly
Grab
Effluent
00400
units
Footnotes:
1. The Division shall consider all effluent TRC values reported below 50 µg/l 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
µg/l.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS

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Camp Judaea
Facility ,
Camp Judaea WWTP
Location
County: Henderson Stream Class: C-Trout
(not to scale)
Receiving Stream: Henderson Creek Sub -Basin: 040302
Latitude: 35' 22' 30" Grid/Quad: Fruitland/F9NW NORTH NPDES Permit: NCO033430
Longitude: 821 22' 30" HUM 06010105

�t
ABENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 12, 2010
KEVIN C WHITE
ORC
WHITEWATER ENVIRONMENTAL LLC
417 C C LOVELACE ROAD
RUTHERFORDTON NC 28139-8345
Subject: Receipt of permit renewal application
NPDES Permit NCO033430
Camp Judaea
Henderson County
Dear Mr. White:
The NPDES Unit received your permit renewal application on April 9, 2010. A member of the NPDES
Unit will review your application. They will contact you if additional information is required to complete your.
permit renewal. You should expect .to receive a draft permit approximately 30-45 days before your existing permit
expires. -
If you have any additional questions concerning renewal of the subject permit, please contact Jeff Poupart at
[phone].
Sincerely,
Dina Sprinkle
Point Source Branch
cc: CENTRAL FILES
9she 11-eiRegYo"i allg�ffic—ej Surface Water Protection
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] ! FAX: [phone] t Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
,An Equal Opportunity': Affirmative Action Employer
APR 13 2010
c�UA-^LITY SECTION
WATER SPICE
ASWE�/ILI_F RE atONAL O _
One,,,:. .:......::. . .
NofthCarolina
Natfl-rally

417 C.C. Lovelace Rd. Rutherfordton, N.C. 28139-8345 •828-289-2165 • [e-mail]
Ms. Sprinkle:
Please find the enclosed NPDES renewal application for Camp Judaea permit # NC0033430.
We are requesting that the current permit, which expires on November 30, 2010, will be taken
into consideration for renewal. There were no additions or modifications to the facility since the
last permit was issued.
Please contact me if you have any questions regarding this renewal package.
Sincerely,
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
828.289.2165
[e-mail]
Dc D
U
APR 13 2010
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

_ I '
PDES APPLICATION - FORM L
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
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 XC0033430
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 Camp Judaea
Facility Name Camp Judaea Wastewater Treatment Fac'
Mailing Address
City
State / Zip Code
Telephone Number
49 Camp Judaea Ln.
® Lad U D
Hendersonville
North Carolina 28792
[phone]
DENR- ATER C
POlit SOURCE BRANCH
Fax Number ( )
e-mail Address
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Whitewater Environmental, LLC
Mailing Address 417 C.C. Lovelace Rd.
City Rutherfordton
State / Zip Code North Carolina 28139-8345
Telephone Number [phone]
Fax Number (N/A)
100 Form-D 1/06

AMES APPLICATION FORM ju
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater: ,
Facility Generating Wastewater(check all that apply
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
❑
Number of Homes
School
❑
Number of Students/ Staff
Other
Explain: Camp
Describe the source(s) of wastewater (example:, subdivision, mobile home park, shopping centers,
restaurants, etc.):
Summer Camp: Cabins and Dining Hall.
Population served: 300 per session: Two sessions Ler summer.
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points: 1
Outfall Identification number(s): 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfallr
Henderson Creek
S. Frequency of Discharge: ❑ Continuous ® Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration: June - August
9. Describe the treatment system
List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
The facility is an extended aeration treatment process consisting of:
One Flow Equalization Basin (7,500 gallons), one aerobic digester for solids handling
(2,600 gallons), dual aeration basins. # 1 @ 13,000 gallons with a 2,700 gallon clarifier, #2
@ 17,000 gallons with a 3,900 gallon clarifier, one Chlorine Contact Chamber (1,200
gallons) with a DeChlorination unit.
2 of 3 Form-D 1/06

nPDRS APPLICATION - FORM
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.030 MGD
Annual Average daily flow .008 MGD. (for the previous 3 years)
Maximum daily flow 0.024 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. Effluent testing data must be based on at least three samples
and must be no more than four and one half gears old.
Parameter
Daily,
Maximum
Monthly
Average
Units of
Measurement
Number of
samples .
Biochemical Oxygen Demand
(BODs)
<2.0
<2.0
mg/ L
Past 3 years.
Fecal Coliform
1
1
col/ 100m1
Past 3 years.
Total Suspended Solids
<6.2
2.2
mg/L
Past 3 years.
Temperature (Summer)
25
24
Degrees Celsius
Past 3 years.
Temperature (Winter)
N/A
N/A
Degrees Celsius
Past 3 years.
pH
7.2
N/A
S.U.
Past 3 years.
13. List all permits, construction approvals land/or applications:
Type Permit Number Type.
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES NCO033430
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Special Order of Consent (SOC)
Other
Permit Number
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.
Kevin C. White ORC
Printed name of Person Signing Title
. A '.✓
Applicant
Date
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other document files or required to be
maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or
who falsifies, tampers with, or knowly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing
that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $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.)
3 of 3 Form-D 1/06

SOLIDS HANDLING AND DISPOSAL FOR CAMP JUDAEA
ALL SOLIDS THAT ARE GENERATED AT THE CAMP JUDAEA
WASTEWATER TREATMENT FACILITY ARE WASTED AND
STORED IN THE AEROBIC DIGESTER (2,600 GALLON CAPACITY).
SUPERNATE IS THEN PUMPED TO THE EQ BASIN AND THE
PROCESS IS REPEATED UNTIL THE DIGESTER IS' FULL. THE
WASTED SOLIDS ARE THEN PUMPED BY A CONTRACTED
SLUDGE HAULING TRUCK (MIKE' S SEPTIC) AND THEN
DISPOSED OF AT AN APPROVED DUMP SITE.
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E CCRPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 29, 2009
Mr. John Spiracos
Camp Judaea
49 Camp Judaea Lane
Hendersonville, North Carolina 28739
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
Camp Judaea WWTP
Permit No: NCO033430
Henderson County
Dear Mr. Spiracos:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on June 18, 2009. The facility appeared to be in compliance
with permit NC0033430. The kind assistance from you and Mr. White during the
inspection was appreciated. Mr. White is doing a fine job of operating this facility.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500, Ext.
4667.
Sincerely,
Oa� �ne t Cantwell
Environmental Specialist
Enclosure
mac- _DWQ Asheville Files
2 l ri arm fli i es
Kevin White/ ORC w/ attachment
G:\WPDATA\DEMWQ\Henderson\33430 Camp Judaea\33430-09.CEI.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 One
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748 North Carolina
Internet: www.ncwatergualitV.org Natumlly

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 11 NCO033430 Ill 121 09/06/18 117 18I CI 191 SI 20III
Remarks
21IIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIlill
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA --- —------------ --- —Reserved ---------------- --
67I 169 701 I 711 I 72 I N I 73I I' 74 751 I I I I I I 180
W
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Camp Judaea WWTP
11:45 AM 09/06/18
05/12/01
Exit Time/Date
Permit Expiration Date
US Hwy 64 E
Hendersonville NC 28792
12:30 PM 09/06/18
10/11/30
Name(s) of Onsite Representative (s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Kevin C White/ORC/828-289-2165/
Name, Address of Responsible Official/Title/Phone and Fax Number
Ari Kurtz,1996 Cliff Vly Wayste Atlanta GA 30329//404-634-7883/ Contacted
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit ® Flow Measurement Operations & Maintenance Records/Reports
Self -Monitoring Program N Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Janet Cantwell ARO WQ//828-296-4500 Ext.4667/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
14— -"� /J-- —, 6 Z&D
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO033430 I11 12I 09/06/18 117 18ICI
(cont.) 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Kevin White/ ORC and John Spiracos/ Camp Judaea assisted in the inspection.
The camp had just reopened for the season on 6/15/09.
The previous compliance evaluation inspection was conducted on 8/16/2007 by Wanda Frazier.
A review of the files indicates that the permit expires November 30, 2010.
Please request a permit renewal 180 days prior to expiration.
The Annual Performance Report has been filed for the year.
Mr. White stated that new blowers and motors were installed last year.
The facility was clean and well organized. Hand sanitizer was provided on site along with a laundry tub/
sink for the operator's use.
Mr. White is doing a fine job of operating this facility and Mr. Spiracos is doing a fine job of maintaining the
facility.
A collection system inspection was also done and the results will be sent separately.
Page # 2

Permit: NCO033430 Owner - Facility: Camp Judaea WVVTP
Inspection Date: 06/18/2009 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
❑
■
❑
Is the facility as described in the permit?
■
n
n
n
# Are there any special conditions for the permit?
n
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection?
■
n
n
n
Comment: Pernit will expire November 30, 2010.
Operations & Maintenance Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping? ■
n
n
n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment:
Record Keeping Yes
No
NA
NE
Are records kept and maintained as required by the permit? ■
n
n
n
Is all required information readily available, complete and current?
■
n
n
Cl
Are all records maintained for 3 years (lab. reg. required 5 years)?
❑
n
n
■
Are analytical results consistent with data reported on DMRs?
n
❑
n
■
Is the chain -of -custody complete?
n
n
n
■
Dates, times and location of sampling
❑
Name of individual performing the sampling
n
Results of analysis and calibration
n
Dates of analysis
n
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
®
n
❑
❑
Has the facility submitted its annual compliance report to users and DWQ?
■
n
n
n
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
n
❑
■
❑
Is the ORC visitation log available and current?
■
n
❑
Q
Is the ORC certified at grade equal to or higher than the facility classification?
■
n
n
n
Is the backup operator certified at one grade less or greater than the facility classification?
■
n
❑
n
Is a copy of the current NPDES permit available on site?
■
❑
❑
❑
Page # 3

Permit: NCO033430 Owner - Facility: Camp Judaea WWTP
Inspection Date: 06/18/2009 Inspection Type: Compliance Evaluation
Record Keeping
Yes
No
NA
NE
Facility has copy of previous year's Annual Report on file for review?
0
❑
n
n
Comment:
Equalization Basins
Yes
No
NA
NE
Is the basin aerated?
■
n
n
n
Is the basin free of bypass lines or structures to the natural environment?
■
n
n
n
Is the basin free of excessive grease?
■
n
n
n
Are all pumps present?
■
n
❑
❑
Are all pumps operable?
■
F1
n
n
Are float controls operable?
■
n
n
n
Are audible and visual alarms operable?
■
n
n
n
# Is basin size/volume adequate?
■
n
n
n
Comment: Audible and visual alarms were tested during the inspection and were
operable.
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■
o
n
n
Are surface aerators and mixers operational?
n
n
■
o
Are the diffusers operational?
■
n
n
n
Is the foam the proper color for the treatment process?
■
n
n
n
Does the foam cover less than 25% of the basin's surface?
■
n
n
n
Is the DO level acceptable?
n
n
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
n
n
n
I®
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
n
n
■
n
Are weirs level?
■
❑
n
n
Is the site free of weir blockage?
■
n
n
n
Is the site free of evidence of short-circuiting?
■
n
n
n
Page # 4

RE
Permit: NC0033430 Owner - Facility: Camp Judaea VWVfP
Inspection Date: 06/18/2009 Inspection Type: Compliance Evaluation
Secondary Clarifier
Yes
No
NA
NE
Is scum removal adequate?
®❑
❑
❑
Is the site free of excessive floating sludge?
®
n
n
n
Is the drive unit operational?
n
n
■
n
Is the return rate acceptable (low turbulence)?
®
n
n
n
Is the overflow clear of excessive solids/pin floc?
®
n
n
n
Is the sludge blanket level acceptable? (Approximately '/< of the sidewall depth)
n
❑
n
Comment:
Disinfection -Tablet
Yes
No
NA
NE
Are tablet chlorinators operational?
n
n
n
Are the tablets the proper size and type?
®
n
n
n
Number of tubes in use?
1
Is the level of chlorine residual acceptable?
®
n
n
n
Is the contact chamber free of growth, or sludge buildup?
■
n
n
n
Is there chlorine residual prior to de -chlorination?
■
n
n
n
Comment:
Type of system ?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
■
n
n
n
Is storage appropriate for cylinders?
n
n
■
n
# Is de -chlorination substance stored away from chlorine containers?
■
n
n
n
Comment:
Are the tablets the proper size and type?
®
n
n
❑
Are tablet de -chlorinators operational?
■
n
❑
n
Number of tubes in use?
1
Comment:
Page # 5

-� c L
Annual Wastewater Treatment System Performance Report
For
Camp Judaea
For the Operating Period
January 1 — December 31,
Preface
E 0 V fi
FEB - S 2010
.a
r
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
On July 20, 1999, the North Carolina General Assembly ratified House Bill 1160, the
Clean Water Act of 1999, which placed significant new reporting requirements on those
entities that own or operate wastewater treatment and collection systems. Specific
items include:
1. A Spill Response Plan
2. Sewer Collection System Operation and Maintenance Plan
3. Annual Performance Report
These new requirements became effective on October 1, 1999.
This report is designed to meet the minimum requirements for the Annual Performance
Report established by the North Carolina Department of Environment and Natural
Resources (NCDENR) as set forth in their guidance document dated October 19,1999.
This law was established to provide a mechanism for public oversight, (and, hopefully,
to instill public confidence), in owners and operators of wastewater treatment systems
and in their efforts to protect the waters of the state.

1. General Information
Facility/System Name:
Responsible Entity:
Person(s) in Charge/Contact:
Applicable Permits:
Camp Judaea WWTP
Henderson County
Camp Judaea
John Spiracos — Camp Maintenance Director
Kevin C. White — Operator in Responsible Charge (ORC)
NPDES # NC0033430
Description of Treatment Process, Collection System and Facility Served:
Treatment Process — The treatment facility is a typical "Extended Aeration" process capable
of treating .030 Million Gallons per Day (MGD). The facility consists of one 7,500 gallon
Flow Equalization Basin, one sludge holding aerobic digester @ 2,600 gallons, dual aeration
basins: #1 @ 13,000 gallons with a 2,700 gallon clarifier, #2 @ 17,000 gallons with a 3,900
gallon clarifier, one chlorine contact chamber @ 1,200 gallons and a DeChlorination unit.
The treated effluent is discharged into Henderson Creek, classified as Class C water, in the
French Broad River Basin.
Collection System — The collection system is a standard gravity design consisting of 8-inch,
6-inch and 4-inch diameter pipe. The system was designed to meet all state standards for
wastewater collection systems.
Facilities Served — This system serves Camp Judaea.
II. WWTP Performance
We are pleased to report that the WWTP was in compliance with all NPDES Permit limits
for 2009.
We take pride in our efforts to protect the local environment and the quality of the waters in our
streams.
III. Collection System Performance
The collection system experienced no significant problems for the reporting period.
Camp Judaea maintains a routine operation and maintenance plan for the system.

IV. Notification
A notice advising of the availability of this report will be posted in the office of Camp Judaea.
A copy of this report is available to interested persons in office of:
Camp Judaea
49 Camp Judaea Lane
Hendersonville, N.C. 28792
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
As required, three copies of this report are being provided to NCDWQ.
V. Certification
I certify that under penalty of law that this report is complete and accurate to the best of my
knowledge.
Fwylomff'-Mfin
MOM C. White,
This report was prepared by:
Kevin C. White
Whitewater Environmental, LLC
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
828-289-2165
[e-mail]
-I—(0
Date

4
f.
Annual Wastewater Treatment System Performance Report
For
Camp Judaea
For the Operating Period
January 1 — December 31, 2008
Preface
On July 20, 1999, the North Carolina General Assembly ratified House Bill 1160, the
Clean Water Act of 1999, which placed significant new reporting requirements on those
entities that own or operate wastewater treatment and collection systems. Specific
items include:
1. A Spill Response Plan
2. Sewer Collection System Operation and Maintenance Plan
3. Annual Performance Report
These new requirements became effective on October 1, 1999.
This report is designed to meet the minimum requirements for the Annual Performance
Report established by the North Carolina Department of Environment and Natural -
Resources (NCDENR) as set forth in their guidance document dated October 19,1999.
This law was established to provide a mechanism for public oversight, (and, hopefully,
to instill public confidence), in owners and operators of wastewater treatment systems
and in their efforts to protect the waters of the state.
�_•.--"_"�—.-_...IL:e ...:';.:e.. .-cam.. n-... .. nli1..F','e
� J I
J Ali
WATER QuF,LITY OF ICE
ASH',='JILE
J' i4IZSG]tiL`�Srv3sV.ii.A'�"»—.

1. General Information
Facility/System Name:
Responsible Entity:
Person(s) in Charge/Contact:
Applicable Permits:
Camp Judaea WWTP
Henderson County
Camp Judaea
John Spiracos — Camp Maintenance Director
Kevin C. White — Operator in Responsible Charge (ORC)
NPDES # NC0033430
Description of Treatment Process, Collection System and Facility Served:
Treatment Process — The treatment facility is a typical "Extended Aeration" process capable
of treating .030 Million Gallons Per Day (MGD). The facility consists of a 7,500 gallon
Flow Equalization Basin, dual aeration basins @ 15000 gallons each, two clarifiers, one
chlorine contact chamber and a DeChlorination unit. The treated effluent is discharged into
Henderson Creek, classified as Class C water, in the French Broad River Basin.
Collection System The collection system is a standard gravity design consisting of 8-inch,
6-inch and 4-inch diameter pipe. The system was designed to meet all state standards for
wastewater collection systems.
Facilities Served — This system serves Camp Judaea facilities.
II. WWTP Performance
We are pleased to report that the WWTP was in compliance with all NPDES operating
parameters for the reporting period.
We take pride in our efforts to protect the local environment and the quality of the waters in our
streams.
III. Collection System Performance
The collection system experienced no significant problems for the reporting period.
Camp Judaea maintains a routine operation and maintenance plan for the system.

IV. Notification
A notice advising of the availability of this report will be posted in the office of Camp Judaea.
A copy of this report is available to interested persons in office of.
Camp Judaea
49 Camp Judaea Lane
Hendersonville, N.C. 28792
Kevin C. White
Whitewater Environmental
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-
As required, three copies of this report are being provided to NCDWQ.
V. Certification
I certify that under penalty of law that this report is complete and accurate to the best of my
knowledge.
"in C. White
7--kme--v
L/1;-0
Date
This report was prepared by:
Kevin C. White
Whitewater Environmental
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
828-289-2165
[e-mail]

` a
Annual Wastewater Treatment System Performance Report
For
Camp Judaea
For the Operating Period
January — December, 2007
Preface
`', 'j `}
t, F E B 1 3 2008
4
D_t!R E Y4-Vi i CUALII I
On July 20, 1999, the North Carolina General Assembly ratified House Bill 1160, the
Clean Water Act of 1999, which placed significant new reporting requirements on those
entities that own or operate wastewater treatment and collection systems. Specific
items include:
1. A Spill Response Plan
2. Sewer Collection System Operation and Maintenance Plan
3. Annual Performance Report
These new requirements became effective on October 1, 1999.
This report is designed to meet the minimum requirements for the Annual Performance
Report established by the North Carolina Department of Environment and Natural
Resources (NCDENR) as set forth in their guidance document dated October 19,1999.
This law Was established to provide a mechanism for public oversight, (and, hopefully,
to instill public confidence), in owners and operators of wastewater treatment systems
and in their efforts to protect the waters of the state.

1. General Information
Facility/System Name:
Responsible Entity:
Person(s) in Charge/Contact:
Applicable Permits:
Camp Judaea WWTP
Henderson County
Camp Judaea
John Spiracos — Camp Maintenance Director
Kevin C. White — Operator in Responsible Charge (ORC)
NPDES # NC0033430
Description of Treatment Process, Collection System and Facility Served:
Treatment Process — The treatment facility is a typical "Extended Aeration" process capable
of treating .030 Million Gallons Per Day (MGD). The treated effluent is discharged into
Henderson Creek, classified as Class C. water, in the French Broad River Basin.
Collection System — The collection system is a standard gravity design consisting of 8-inch,
6-inch and 4-inch diameter pipe. The system was designed to meet all state standards for
wastewater collection systems.
Facilities Served — This system serves Camp Judaea facilities.
II. WWTP Performance
We are pleased to report that the WWTP was in compliance with all NPDES operating
parameters for the reporting period.
We take pride in our efforts to protect the local environment and the quality of the waters in our
streams.
III. Collection System Performance
The collection system experienced no significant problems for the reporting period.
Camp Judaea maintains a routine operation and maintenance plan for the system.

IV. Notification
A notice advising of the availability of this report will be posted in the office of Camp Judaea.
A copy of this report is available to interested persons in office of
Camp Judaea
49 Camp Judaea Lane
Hendersonville, N.C. 28792
Kevin C. White
Whitewater Environmental
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
As required, three copies of this report are being provided to NCDWQ.
V. Certification
I certify that under penalty of law that this report is complete and accurate to the best of my
knowledge.
['/ M-K6��in .
c)— Y-C)?
Date
This report was prepared by:
Kevin C. White
Whitewater Environmental
417 C.C. Lovelace Rd.
Rutherfordton, N.C. 28139-8345
828-289-2165
[e-mail]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
August 17, 2007
Mr. John Spiracos
Camp Judaea
453 Camp Judaea Lane
Hendersonville, NC 28792
SUBJECT: Compliance Evaluation Inspection
Camp Judaea WWTP
Permit No: NCO033430
Henderson County
Dear -Mr. Spiracos:
Enclosed please find -a copy of the Compliance Evaluation Inspection form from the
inspection conducted on August 16, 2007. The facility was found to be in compliance with
permit NC0033430.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff should have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Kevin White, ORC
fi'I'e�s-
Central Files
NorthCarolina
Naturally
2090 US Hwy 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1-877-623-6748

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 3I NCO033430 111 121 07/08/16 117 181 CI 191 gI 20I II
Remarks
211I11IIIIIIII IIII IIII IIII IIII IIII IIIIIIIIIIII1116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA --------------------------- Reserved ----------------------
67I l, o 169 70 13 I 711 I 721 I 73II—I f—I 174 751 I I I I I Li
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Camp Judaea WWTP
01:15 PM 07/08/16
05/12/01
Exit Time/Date
Permit Expiration Date
US Hwy 64 E
Hendersonville NC 28792
02:00 PM 07/08/16
10/11/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Kevin C White/ORC/828-289-2165/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Ari Kurtz,1996 Cliff Vly Wayste Atlanta GA 30329//404-634-7883/
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit ® Operations & Maintenance ® Records/Reports ® Self -Monitoring Program
Facility Site Review ® Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
A � 4,00'
r�aw 00.
vL
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
j,
&14a �'Dv� Y4 7t�
r
EPA Fol 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES
3I NCO033430 I11 12
yr/mo/day Inspection Type
07/08/16 I17 18ICI
(cont.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Treatment Units / Process Control Testing / Effluent Data:
This facility has 3 small package treatment plants and one equalization basin.
Camp Judea is a non-profit, seasonal facility, operating two 4-week sessions (June -August).
The last group of campers left this past weekend.
There was no discharge at the time of the inspection.
The plant is scheduled to be pumped next week and closed for the season.
Records & Reports:
A review of the files indicates that the last compliance evaluation inspection was -
conducted on 6-21-2006 by Janet Cantwell.
The permit expires on 11-30-2010. Please request a permit renewal 6 months prior to
expiration. A renewal notice will be mailed as a reminder.
Operations & Maintenance / Summary:
This facility appears to be very well operated and exceptionally well maintained.
Kevin White, Operator In Responsible Charge (ORC), was on -site during the inspection
and is doing an excellent job.
John Spiracos, Camp Maintenance Director, was also on -site during the inspection and
is doing an amazing job.
In March of 2007, Mr. Spiracos replaced all the old, worn-out equipment at the WWTP.
There are now all new & matching/compatible blowers, motors, timers, silencers,
equalization basin pumps, site lighting and hand soap & sanitizer dispensers.
There are also back-up blowers and motors on -site for emergencies.
Page # 2

Permit: NCO033430
Inspection Date: 08/16/2007
Owner - Facility: Camp Judaea WWTP
Inspection Type: Compliance Evaluation
Permit
Yes
No
NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n
n
®
n
Is the facility as described in the permit?
®
n
n
n
# Are there any special conditions for the permit?
❑
n
n
Is access to the plant site restricted to the general public?
n
n
n
Is the inspector granted access to all areas for inspection?
®
n
n
n
Comment:
Bar Screens
Yes
No
NA
NE
Type of bar screen
a.Manual
b.Mechanical
n
Are the bars adequately screening debris?
®❑
fl
n
Is the screen free of excessive debris?
®n
❑
n
Is disposal of screening in compliance?
®❑
❑
❑
Is the unit in good condition?
®n
n
n
Comment:
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext.
Air
Type of aeration system
Diffused
Is the basin free of dead spots?
®Q
❑
n
Are surface aerators and mixers operational?
Are the diffusers operational?
®
n
Is the foam the proper color for the treatment process?
®
n
n
n
Does the foam cover less than 25% of the basin's surface?
®n
n
n
Is the DO level acceptable?
®❑
Q
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
®❑
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
®n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
0
n
❑
Page # 3

Permit: NCO033430 Owner - Facility: Camp Judaea WWTP
Inspection Date: 08/16/2007 Inspection Type: Compliance Evaluation
Secondary Clarifier
Yes
No
NA
NE
Is the site free of weir blockage?
■
n
n
n
Is the site free of evidence of short-circuiting?
®
n
n
n
Is scum removal adequate?
■
n
n
n
Is the site free of excessive floating sludge?
■
n
n
n
Is the drive unit operational?
n
n
■
n
Is the return rate acceptable (low turbulence)?
to
n
n
n
Is the overflow clear of excessive solids/pin floc?
®
n
n
n
Is the sludge blanket level acceptable? (Approximately % of the sidewall depth)
■
❑
Comment:
Disinfection -Tablet
Yes
No
NA
NE
Are tablet chlorinators operational?
■
n
n
n
Are the tablets the proper size and type?
®
n
n
n
Number of tubes in use?
1
Is the level of chlorine residual acceptable?
■
n
n
n
Is the contact chamber free of growth, or sludge buildup?
■
n
n
n
Is there chlorine residual prior to de -chlorination?
®
n
❑
n
Comment:
Type of system ?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
n
n
Is storage appropriate for cylinders?
n
n
# Is de -chlorination substance stored away from chlorine containers?
®
n
n
n
Comment:
Are the tablets the proper size and type?
■
n
Cl
n
Are tablet de -chlorinators operational?
®
n
1)
n
Number of tubes in use?
2
Comment:
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
n
n
n
Page # 4

Permit: NCO033430 Owner - Facility: Camp Judaea WWTP
Inspection Date: 08/16/2007 Inspection Type: Compliance Evaluation
Operations & Maintenance
Yes
No
NA
NE
Does the facility analyze tprocess control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge 'NO
❑
fl
Judge, and other that are applicable?
Comment:
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
IN
Q
❑
11
Are the receiving water free of foam other than trace amounts and other debris?
❑
C1
0
■
If effluent (diffuser pipes are required) are they operating properly?
fl
❑
■
Comment:
Effluent Sampling
Yes
No.
NA
NE
Is composite sampling flow proportional?
❑
171
■
n
Is sample collected below all treatment units?
■
❑
Q
n
Is proper volume collected?
■
❑
El
Is the tubing clean?
❑
❑
■
Is proper temperature set for sample storage (kept at 1.0 to 4,4 degrees Celsius)?
Q
110
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
■
Comment:
Page #5

W A TFRQ
\O G
=i
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department , --ironment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
9
Asheville Regional Office
SURFACE WATER PROTECTION
July 14, 2006 L E
John Spiracos
Sandra Bass
Camp Judaea
49 Camp Judaea Lane
Hendersonville, North Carolina 28792
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
Camp Judaea WWTP
Permit No: NCO033430
Henderson County
Dear Mr. Spiracos and Ms. Bass:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on June 21, 2006. The facility appeared to be in compliance
with Permit # NC0033430.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500, Ext.
4667. ,
Sincerely,
L/ Janet Cantwell
Environmental Technician
Enclosure
co-2- �Asbeville-Files:,,_wl_attacbment--��`
�WQ Central Files, wl attachment r`
Kevin White/Whitewater Environmental, w/ attachment
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748
NorthCarotina
Na/irralllf

United States Environmental Protection Agency
Form Approved.
E n n Washington, D.C. 20460
r/`1
OMB No. 2040-0057
Water Compliance inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 151 31 N00033430 111 121 06/06/21 117 181 CI 191 SI 201 I
t- I—J
Remarks
2111111111111111111111111111111-1111111111111111111
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 -------- ------------ Reserved--_---------_----
671 I69 70I I 711 I 72 N' 73I I I74 751 I I I I I I I80
l_! UN
i� uJ
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:55 AM 06/06/21
05/12/01
Camp Judaea WWTP
Exit Time/Date
Permit Expiration Date
Us Hwy 64 s
Hendersonville NC 28792
01:00 PM 06/06/21
10/11/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Kevin C White/ORC/866-882-8194/
Name, Address of Responsible Officialrritle/Phone and Fax Number
Contacted
Ari Kurtz,1996 Cliff Vly Wayste Atlanta GA 30329//404-634-7883/
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance ® Records/Reports Self -Monitoring Program
Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Jape Cantwell ,.ARO WQ//828-296-4500 Ext.4667/
/ yy
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
C (>
. r
EPA For 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type 1
3I NC0033430 I11 12I 06/06/21 I17 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Kevin White/ORC, and John Spiracos and Sandra Bass of Camp Judaea assisted in the inspection of this
facility.
The permit became effective December 1, 2005.
The facility is well -operated and maintained.
Records and reports were on site and complete.
One pump is out but is on order; the backup pump is operable.
Audible and visual alarms were tested during the inspection and were operable.
The effluent was very clear.
Page # 2

Permit: NCO033430
Inspection Date: 06/21/2006
Owner - Facility: Camp Judaea WWfP
Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
❑
■
❑
Is the facility as described in the permit?
MOOD
# Are there any special conditions for the permit?
❑
■
❑
❑
Is access to the plant site restricted to the general public?
■
❑
❑
❑
Is the inspector granted access to all areas for inspection?
■
❑
❑
❑
Comment:
The permit became effective December 1, 2005.
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
❑
❑
❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge ■
❑
❑
❑
Judge, and other that are applicable?
Comment:
The facility is well -operated and maintained.
Record Keeping
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
■
❑
❑
n
Is all required information readily available, complete and current? ■ ❑ ❑ ❑
Are all records maintained for 3 years (lab. reg. required 5 years)?
■
❑
n n
Are analytical results consistent with data reported on DMRs?
❑
❑
❑ ■
Is the chain -of -custody complete?
❑
❑
❑ ■
Dates, times and location of sampling
❑
'
Name of individual performing the sampling
❑
Results of analysis and calibration
❑
Dates of analysis
❑
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
■
❑
❑ ❑
Has the facility submitted its annual compliance report to users and DWQ?
■'
❑
❑ ❑
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
❑
❑
■ ❑
Is the ORC visitation log available and current?
■
❑
❑ ❑
Is the ORC certified at grade equal to or higher than the facility classification?
■
❑
❑ ❑
Is the backup operator certified at one grade less or greater than the facility classification?
■
❑
❑ ❑
Page # 3

Permit: NCO033430 Owner -Facility: Camp Judaea WWrP
Inspection Date: 06/21/2006 Inspection Type: Compliance Evaluation
Record Keeping
Yes
No
NA
NE
Is a copy of the current NPDES permit available on site?
■
n
n
n
Facility has copy of previous year's Annual Report on file for review?
■
n
n
n
Comment:
Records and reports were on site and complete.
Bar Screens
Yes
No
NA
NE
Type of bar screen
a.Manual
■
b.Mechanical
❑
Are the bars adequately screening debris?
■
❑
❑
❑
Is the screen free of excessive debris?
■
❑
n
n
Is disposal of screening in compliance?
■
❑
❑
❑
Is the unit in good condition?
■
❑
❑
❑
Comment:
Equalization Basins
Yes
No
NA
NE
Is the basin aerated?
■
❑
❑
❑
Is the basin free of bypass lines or structures to the natural environment?
■
❑
❑
❑
Is the basin free of excessive grease?
■
fl
❑
❑
Are all pumps present?
■
n
n
n
Are all pumps operable?
❑
■
❑
❑
Are float controls operable?
■
❑
0
❑
Are audible and visual alarms operable?
■
n
n
n
# Is basin size/volume adequate?
■
❑
❑
❑
Comment:
One pump is out but is on order; the backup pump is operable.
Audible and visual alarms were tested during the inspection and are operable.
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■
n
n
n
Are surface aerators and mixers operational?
n
n
■
n
Are the diffusers operational?
■
n
n
n
Page # 4

Permit: NCO033430 Owner - Facility: Camp Judaea VWVfP
Inspection Date: 06/21/2006 Inspection Type: Compliance Evaluation
Aeration Basins
Yes
No
NA
NE
Is the foam the proper color for the treatment process?
■
Cl
❑
❑
Does the foam cover less than 25% of the basin's surface?
■
❑
❑
❑
Is the DO level acceptable?
1­1
❑
❑
■
Is the DO level acceptable?(1.0 to 3.0 mg/1)
❑
❑
❑
■
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
❑
❑
❑
Is the site free of excessive buildup of solids in center well of circular clarifier?
❑
❑
■
❑
Are weirs level?
■
❑
❑
❑
Is the site free of weir blockage?
■
❑
❑
❑
Is the site free of evidence of short-circuiting?
■
❑
❑
❑
Is scum removal_ adequate?
■
❑
❑
❑
Is the site free of excessive floating sludge?
■
❑
❑
❑
Is the drive unit operational?
❑
❑
■
❑
Is the return rate acceptable (low turbulence)?
■
❑
❑
❑
Is the overflow clear of excessive solids/pin floc?
■
❑
❑
❑
Is the sludge blanket level acceptable? (Approximately Y4 of the sidewall depth)
■
❑
❑
❑
Comment:
Disinfection -Tablet
Yes
No
NA
NE
Are tablet chlorinators operational?
■
❑
❑
❑
Are the tablets the proper size and type?
■
❑
❑
❑
Number of tubes in use?
2
Is the level of chlorine residual acceptable?
❑
❑
❑
■
Is the contact chamber free of growth, or sludge buildup?
■
❑
❑
❑
Is there chlorine residual prior to de -chlorination?
❑
❑
❑
■
Comment:
De -chlorination
Yes
No
NA
NE
Type of system ? Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)? ®❑ ❑ ❑
Is storage appropriate for cylinders? ❑ ❑ ® ❑
Page # 5

Permit: NC0033430
Inspection Date: 06/21/2006
Owner - Facility: Camp Judaea WVIfrP
Inspection Type: Compliance Evaluation
# Is de -chlorination substance stored away from chlorine containers?
■
n
n
n
Comment:
Are the tablets the proper size and type?
■
n
n
n
Are tablet de -chlorinators operational?
■
n
n
n
Number of tubes in use?
2
Comment:
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
■
n
n
n
Are the receiving water free of foam other than trace amounts and other debris?
■
n
n
n
If effluent (diffuser pipes are required) are they operating properly?
❑
n
■
Comment:
The effluent was very clear.
4
Page # 6

�0g, WATFRQ
O G
P Ile
•
Marc Howard
Hadassah/Camp Judaea Inc.
49 Camp Judaea Lane
Hendersonville, North Carolina 28739
Dear Mr. Howard:
November 14, 2005
Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division,of Water Quality
NOV 17 200E
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: NPDES PERMIT ISSUANCE
Permit Number NCO033430
Camp Judaea WWTP
Henderson County
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached final 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 May 9, 1994 (or as subsequently amended).
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 form 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 permit shall be final and binding.
Please take notice that this permit is not transferable. 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, Coastal Area Management°Act, or any other
Federal or Local governmental permits which may be required. .
If you have any questions or need additional information, please do not hesitate to contact
Maureen Crawford of my staff at [phone], extension 538.
Sincerely,
Alan W. Klimek, P.E.
Director, Division of Water Quality
cc: Central Files
NPDES Unit Files
eRegorialOffice
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX [phone]
VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES

Permit NCO033430
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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,
Camp Judaea
is hereby authorized to discharge wastewater from a facility located at the
Camp Judaea WWTP
On Chimney Rock Road
South of Fruitland
Henderson County
to receiving waters designated as Henderson Creek in the French Broad 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 December 1, 2005.
This permit and authorization to discharge shall expire at midnight on November 30, 2010.
Signed this day November 14, 2005.
yr: Alan W. Klimek, P.E., Direct r
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0033430
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this 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.
Camp Judaea is hereby authorized to:
1. Continue to operate an existing 0.030 MGD extended aeration package -type wastewater treatment
system with the following components:
♦ Equalization basin
♦ Bar screen
♦ Dual pumps
♦ Flow splitter
♦ Dual aeration basins
♦ Dual clarifiers
♦ Sludge holding basin
♦ Chlorine contact chamber with tablet chlorinator
♦ V-notch weir
♦ Tablet dechlorinator
The facility is located south of Fruitland at the Camp Judaea WWTP on Chimney Rock Road in
Henderson County.
2. Discharge from said treatment works at the location specified on the attached map into Henderson
Creek, classified C-Trout waters in the French Broad River Basin.

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Camp Judaea
Camp Judaea WWTP
County:
Henderson Stream Class: C-Trout
Receiving Stream:
Henderson Creek Sub -Basin: 040302
Latitude:
35' 22' 30" Grid/Ouad: Fruitland/BNW
Longitude:
82' 22' 30"
Facility
Location
(not to scale) I,I On
NORTHIf NPDES Permit No. NCO033430

•
Permit NCO033430
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning December 1, 2005 and lasting until expiration, the Permittee is authorized to
discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified
below:
EFFLUENT -
�x LIlVIITS
` "` lVIONITORING
RE IIMENTS
/'r
F e
l,S -
t rr ¢ fm ( `+? E
E k 9g�S€:
r Rtl
v E� 241All
F
1 gnthly (k
Dlyf `�
IY% suremeht�
Sample��V� Samplex`'
LocOwn
Flow
0.030 MGD
Weekly
Instantaneous
Influent or
Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N
19.0 mg/L
35 mg/L
Weekly
Grab
Effluent
(April 1— October 31)
NH3 as N
Weekly
Grab
Effluent
(November 1- March 31)
Fecal Coliform (geometric
200/100 nil
400/100 nil
Weekly
Grab
Effluent
mean)
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
pH1
Weekly
Grab
Effluent
Footnotes:
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS

•
NPDES Permit Requirements
Page 1 of 16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar ,year. In'the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B ass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for. the facility.
Calendar Dav
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24=hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter -
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24.hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1 /24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected, over a 24hour period at
a constant time interval. This method may only be used in situations where . effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
Version 612012003 .

NPDES Permit Requirements
Page 2 of 16
In accordance with (4) above, influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems
having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the "interval between effluent grab samples may not exceed six hours nor
the number of samples less than four during a 24-hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period .that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 1223)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DM or "the Division'
The Division of.Water Quality, Department of Environment and Natural Resources,
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individualvalues. For purposes of
calculating the geometric mean, values of "0" (or "< [detection leveq'� shall be considered =1.
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116pursuant to Section 311 of the Clean Water Act.
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
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Monthly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly_Average (concentration limitl
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the,absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
U set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational. error, improperly. designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such -discharges.
Section B. General Conditions
1. Duty to Comely -
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Pemuttee shall comply with" effluent standards or prohibitions established under section 307(a) of the
Clean Water,Act for toxic pollutants and with standards for sewage sludge use or'disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who .negligently violates sections 301,302, 306, 307, 308, 318, or
405 of the Act; or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement imposed in .a pretreatment program- approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
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d. Any person who knowing violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(1) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent, convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each- day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize _or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" !(Part II. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages; such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122,41 (g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of thi
permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainde
of this permit, shall not be affected thereby [NCGS 150B-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permmttee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after . the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in. NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Siggat= Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs' similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systemsare established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively;, or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b.. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described'in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if-
1 . The authorization is made in writing by a person described above;
2. The authorization spedfied either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position); and
3. The written authorization is submittedto the Permit Issuing, Authority" [40 CFR 122.221
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this. section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of 'this section shall make the
following; certification [40 CFR 122.221:
ul certify, under penalty of. law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations. °
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes, or anticipated noncompliance does not stay any permit condition [40 CFR 122.41
13: Permit Modification. Revocation and Reissuance or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the .North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al..
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within" thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (4)
may cause this -Division to initiate action to revoke the permit.
Section C. - Operation and Maintenance of Pollution Controls
1. Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Pemuttee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up.ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must:
Visit the facility at least weekly
Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility at least daily, excluding weekends and holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
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b. Within 120 calendar days of
➢ Receiving notification of a change in the- classification -of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Pro -per Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or ,used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]-
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the , use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph e.
0) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
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noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: A Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permitter can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Pern ittee submitted notice of the upset as required in Part II. E. 6. (b) (B) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
d. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Permittee shall notify. the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124 —
Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit. Issuing. Authority [40 CFR 122.41 (j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the 28th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to,ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than.10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water -flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS,143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction, of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including.
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from' the date of the 'sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording_ Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.411:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
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e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permttee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of thisit perm,
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operation's regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
1. Change in Dischargg
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or
additions to the permitted facility [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) 0).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alternation, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Antidpated Noncompliance
The Permittee shall give advance notice to'the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.410) (2)].
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.410) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 0) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report plMM) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMK
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6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be' provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.410) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported -under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 0) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.410) (8)]. "'
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following.
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of -the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any* other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction,, be punished by a fine of
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NPDES Permit Requirements
Page 12 of 16
not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.411.
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Perr ittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director of the Division of Water Quality, conduct groundwater
monitoring as may be required to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Pern ittee shall notify the Permit Issuing, Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
p) One hundred micrograms per liter 000 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
0 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine 'or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels";
p) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony; —
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
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•
. NPDES Permit Requirements
Page 13 of 16
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS. FOR MUNCIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWsI
All POTWs must provide adequate notice to the Director of the following-
1 Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municiyal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW 'Treatment Plant exceeds 40°C
(104°1-) unless the Division, upon request of the POTW, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
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NPDES Permit Requirements
Page 14 of 16
Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b):
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment, program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
Sewer Use Ordinance (SUOI
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Surva aw-sl
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part II, Section D, and Section E.5.).
4. Headworks Analysis aEKAl and Local Limits
The Permittee shall obtain Division approval of a -Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (ie., an updated HWA or documentation of why one is not needed) [40
CFR 122.42]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H -.0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
5. Industrial User Pretreatment Permits (!UP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
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NPDES Permit Requirements
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Authorization to Construct (A to Cl
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
7. POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports AR)
The Pertittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following.
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non -Compliance (SNC);
b.) Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report LSNCRI
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by. the Division;
d.) Industrial Data Summary Forms ODSF)
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NPDES Permit Requirements
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Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance (SNC) as defined in the Permittee's Division approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period.
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H.0907..
Version 612012003

SOC PRIORITY 0JECT:
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Jule Shanklin
DATE: November 21, 1994
NPDES STAFF REPORT AND RECOMMENDATION
`COUNTY Henderson
PERMIT NUMBER NCO033430
PART I - GENERAL INFORMATION
1. Facility and Address: SUMMER:
Camp Judea
Route 9, Box 395
Hendersonville
N. C. 28739
2. Date of Investigation: November 18, 1994
3. `Report Prepared By: Paul White
4. Persons Contacted and Telephone Number:
WINTER:
2191 Briarcliff Rd.
Suite B
Atlanta, GA 30329
Allen Owenbey
Maintenance/Security
704-685-8841
5. Directions to Site: Camp Judea is located south of Fruitland on
Highway 64. From the I-26, Highway 64 interchange, proceed east
for 4 miles to the entrance to Camp Judea on the right. The
existing WWTP is located approximately 300 feet south of Hwy 64
and 250 feet west of Henderson Creek.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 22' 37" Longitude: 820 23' 01"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F9NW U.S.G.S. Quad Name Fruitland
7. Site size and expansion area consistent with application? Yes
IfNo, explain:
1, L" Page 1

•
•
8. Topography (relationship to flood plain included): WWTP is
located at the edge of the flood plain adjacent to 5% - 10 0
slopes. The 100 year flood plain elevation elevation may encroach
on the treatment plant site.
9. Location of nearest dwelling: 100 feet.
10. Receiving stream or affected surface waters: Henderson Creek
a. Classification: C Trout
b. River Basin and Subbasin No.: 04-03-02
C. Describe receiving stream features and pertinent downstream
uses: Fish and wildlife propagation, fishing, agriculture.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.030 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.030 MGD
c. Actual treatment capacity of the current facility (current
design capacity 0.030 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
A/C May 18, 1994 - Addition of an equalization basin and a
parallel .015 mgd treatment plant consisting of an aeration
basin, clarifier, sludge holding basin, tablet chlorinator,
chlorine contact chamber, V-notch weir flow measurement, and
tablet dechlorinator.
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Existing
facilities.consist of:
9000 gal. infl. flow eq. basin, bar screen, 2 pumps & flow
splitter,
Two aeration basins (old - 15,000 gal., new - 18,700 gal.),
Two clarifiers (old - 50 sq.ft., new - 72 sq. ft.) with
sludge and skimmer returns,
2500 gal. sludge holding basin,
1400 gal. chlorine contact chamber with tablet chlorinator,
30 degree V-notch weir, tablet dechlorinator.
f. Please provide a description of proposed wastewater treatment
facilities: n/a
g. Possible toxic impacts to surface waters: chlorine, ammonia,
cleaning chemicals.

a Page 2 ft __
h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme: not included
with application. Contract operator typically contracts with a
septage hauler to remove sludge to a plant needing seeding or to a
POTw..
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): II
4. SIC Codes(s): 7032
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary 13 Secondary
Main Treatment Unit Code: 0607
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds•
or are any public monies involved. (municipals only)? no
2. Special monitoring or limitations (including toxicity) requests:
none
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate) none
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
Page 3

4. Alternative Anis Evaluation: Has thefcility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.
Spray Irrigation: This alternative was considered for the 1994
0.015 mgd expansion, indicating a 399,5 greater total present worth
cost for this option. Therefore this alternative did not appear
to be economically feasible at the time the expansion was applied
for and is not likely to be feasible now.
Connection to Regional Sewer System: not available
Subsurface: This alternative was found to be 80o more costly than
discharging for the expansion and is therefore not economically
feasible.
Other disposal options: Utilizing a sand filter for the expansion
was indicated to be 3101 more costly than a package plant and was
not considered further for the expansion.
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
Camp Judea completed an expansion of the WWTP in 1994 which
provided flow equalization and parallel treatment facilities. It
is recommended that the permit be renewed as requested.
Signature of Report Preparer
Water Quality Regional Supervisor
Date
Page 4

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO03343Q
PERMITTEE NAME: Camp Judaea
FACILITY NAME: Camp Judaea
Facility Status: Existing
Permit Status: Modification
Major
Minor
Pipe No.: 001
Design Capacity: 0.030 MGD,
Domestic (% of Flow): 100
Industrial (% of Flowj:
Comments:
Expansion request, 0.015 -> 0.030 MGD
STREAM INDEX: 6-55-11-9
RECEIVING STREAM: Henderson Creek
Class: C-Trout
Sub -Basin: 04-03-02
Reference USGS Quad: F9NW, Fruitland (please attach)
County: Henderson
Regional Office: Asheville Regional Office
Previous Exp. Date: 9/30/95 Treatment Plant Class: I
Classification changes within three miles:
Becomes C at Clear Creek.
Requested by: Jule Shanklin
Prepared by:^-�
130.55 135 rJ
1, Date: 11/5/92
Date: Z% S 93
Date: a g
Modeler
Date Rec.
#
Sbk
It (a qZ'
q?Ao
Drainage Area (mil) 3. ? Avg. Streamflow (cfs): G. 3
7Q10 (cfs) 1 Winter 7Q10 (cfs) (. 7 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream_ Location
0.30 AfCV
Effluent
Characteristics
I
Summer
Winter
BOD5 (mg/1)
3o
3a
NH 3 -N (mg,d)
D.O. (mg/1)
TSS (mg/1).
F. Col. (/100 ml)
2 d a
Z o o
pH (SU)
lLi(iriv5;_
no
WN
�

FACT SHEET FOR WASTELOAD ALLOCATION
Request # 7210
Facility Name:
Camp Judaea
NPDES No.:
NCO033430
Type of Waste:
Domestic - 100%
Facility Status:
Existing
Permit Status:
Modification
Receiving Stream:
Henderson Creek
Stream Classification:
C-Trout.
Subbasin:
040302
County:
Henderson
Stream Characteristic:
Regional Office:
Asheville
USGS #
-
Requestor:
Shanklin
Date:
-
Date of Request:
11/6/92
Drainage Area (mi2):
3.8
Topo Quad:
F9NW
Summer 7Q10 (cfs):
1.1
Winter 7 Q1 0 (cfs):
1.7 -- _ -
Average Flow (cfs):
6.8
30Q2 (cfs):
2.4 -
IWC (%):
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting permit modification for expansion from 0.015 MGD to 0.030 MGD. Tech
Support recommends expansion be allowed.
Special Schedule Requirements and additional comments from Reviewers:
rVEGV G-Imrr5 -co 'ac- E;<2,f Al ra o.�3o f2,6z
Tyr-A-nst wr 6,fe>,4 L I Tv_
Recommended b ' " Date:
Reviewed by
Instream Assess nt;
Regional Su
Permits & En neerin
RETURN TO TECHNICAL SERVICES BY:
1/3/ 93
FEB 12 1993
uuIJAN 2 0 1993

II
2
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD):
0.015
BODS (mg/1):
30
NH3N (mg/1):
monitor
DO (mg/1):
nr
TSS (mg/1):
30
Fecal Col. (/100 ml):
nr
pH (SU):
6-9
Residual Chlorine (µg/1):
nr
Temperature (C):
monitor
TP (mg/1):
TN (mg/1):
Recommended Limits:
Monthly Average
Summer Winter
WQ or EL
Wasteflow (MGD): ' 6.030 0.030
BODS (mg/1): 30 30
EL
NH3N (mg/1): 19 monitor
WQ,AT
DO (mg/1): nr nr
TSS (mg/1): 30 30
EL
—Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
—Residual Chlorine (µg/1): 28 28
Temperature (C): monitor monitor
TP (mg/1):
TN (mg/1):
Limits Changes Due To:
Parameterfs Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge'
Change in wasteflow
Other (onsite toxicity study, interaction; etc.)
Instream data
New regulations/standards/procedures
Fecal Coliform, Chlorine,
NH3-N
New facility information
_X Parameter(s) are water quality limited., For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within
this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

f
i
INSTREAM MONITORING REQUIREMENTS
Upstream Location:
Downstream Location:
Parameters:
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated he ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met? r--Cc-4L- Coe-/ C-fLoA) WC -
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
IV,cW 1-1441T5 S- -P gr- &PFEGT/yE UFbAl 6XPfA1SI6i1 7n
0. 03o N16D TREI¢T/17& 17 CAR/&/ZY. C4U91A1*-r1W IL P656�!?/NA Mkl
15 RkI& k£D Te T!c ADDED /fS PAR % ar 61CA&SAW
If no, why not?
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Google Local -from: 2090 U" ` y 70, Swannanoa NC 28778 to: +35' "' 36.00", -82' 2... Page 1 of 2
Start address: 2090 US-70
Swannanoa, NC 28778
End address: 35.376667,-82.383056
+350 22' 36.00", -820 22' 59.00"
Distance: 28.3 mi (about 43 mins)
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Henderson County
MapV.iew.CD '
Version 4.1
•� \ • •\
This map Is prepared for the Inventory of real property found
within this jurisdictlon, and is eompiled from recorded deeds,
plats, and other publlo reeords.and dstar-. Users of this map
are hereby notified that the aforementioned'publlc primary
Information sources should be consulted forverffication of
the Information contained on this me The County and mapping
company assume no legal respon.lNty for the Information
contained on this map.
1 Inch = 622.8363 Feet.
Date; 2/25/00
Information
PID=0200658
ALPHA=00969018662955
NAME 1-,CAMP..JUDEA ,INC:
NAME 2='`
ADDRESS_1 "—RT 9 BOX 395 .
ADDRESS 2=
CITY=HEgD- ERSONVILLE-
ST=NC
ZIP=28792
PROP DESC=US64E ON
ACRE9=30.05
ACCOUNT=1202
MAP_SHEET=9690
NBR-BLDGS=32
DATE RCD=9/1 /60
DB PG=396/549
LAND. VAL=150800
BLDG VAL=O
TOTAL VAL=150800
,NBHD CODE=100
NBHD DESC=HENDERSON
SUB CODE=O
SUB DESC=
STAMPS=O
SALE PRICE=O
LOCATION OF OUT FA t C
TD N�Np�R svN• c n� ��
FROM CAMP TOPAE ii
TIz 6AT OAbrvf pGAty-r

.� '�•;- � .i; . .. - .. eta V) i
s LEDFORD ENGINEEi,,..I,,,O INC ORPORATED
Consulting Engineers j
56 Ravenscroft Dr,
P.O. Box 2217
Asheville, NC 28802
[phone]
April 6, 1994
Ms. Colleen Sullins
NCDEHNR
PO Box 29535 7
Raleigh, North Carolina 27626-0535
Re: Application No. AC0033430 i
Camp Judaea WWTP Expansion
Dear Ms. Sullins:
Enclosed for your review and approval please find three copies of revised plans and
specifications for the referenced project in accordance with your letter dated March 21, 1994.
The revisions follow these items in your letter:
1. Per a telephone conversation with Mr. Jay Lucas you understand that the pumps will be per
the plant manufacturer and that we will review and approve them prior to installation. Please
note that our specifications, however generic, maintain that the pumps accommodate
30,000 gpd or provide 10.4 gpm to each unit.
2. As typical with package plants, all piping (i.e. air, sludge return, skimmer and decant piping
from sludge holding) shall be steel piping or galvanized schedule 40 steel piping. Valves
shall be ball or gate type. Piping to and from plant shall either be PVC or ductile iron
depending on our call or need for rigidity.
3. The specifications have been revised to reflect 300 gpd/sf.
4. The plant's contracted operator obtains the services of a licensed pump and haul company
to dispose of sludge. Hydrologic Inc. has a letter from either Hendersonville or Brevard in
which sludge is accepted. We are waiting on a copy of that letter of which we will forward
you a copy.
5. Complied
6. The extent of grating is described on the revised plans and the type is specified.
7. Camp Judaea will be constructing fencing around the plant site.
8. Complied
9. Complied
10. Complied
11. Complied
12. Complied

Ms. Colleen Sullins
April 6, 1994
page 2
13. Complied
14. Complied
We hope the above revisions are acceptable. In the meantime should you have any questions
or need additional information, please let us know.
Sincerely,
;7
Mark . Ledford, PE -
Ledford Engineering Inc.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary.
A. Preston Howard, Jr., P.E., -Director
March 21, 1994
Mr. Richard D. Hart, Jr.
Ledford Engineering Incorporated
P. O. Box 2217
Asheville, NC 28802
{
Subject: Application No. AC0033430
Additional Information Request
Camp Judaea WWTP
Authorization To Construct
Henderson County
Dear Mr. Hart:
The Permits and Engineering Unit has completed a second engineering review of the subject
application. , ,
The following items must be addressed before we can complete our review:
1. Provide more detailed specifications such as shop drawings and/or manufacturers' literature for
pumps to include capacity, head, type and rpm range.
2. Provide more detailed specifications such as shop drawings and/or manufacturers' literature for piping
and valves to include size, materials, and joints.
3. The clarifier loading for the plant as drawn is 300 gpd/ft2, whereas the new specifications still require
200 gpd/ft2. Confirm which is correct.
4. Provide a copy of an acceptance letter from a permitted sludge disposal facility and provide the source
of information for your sludge generation calculations.
5. Provide details on the air pipe sizes.
6. Provide details of grating or hand rails that will be installed.
7. Provide fencing around the wastewater treatment area or otherwise ensure than it is inaccessible.
8. Indicate the on and off levels for the equalization pumps.
9. Confirm the size of the weir box and locate the water level measuring point. Confirm that the effluent
side of the weir plate is chamfered so that it is 1/8-inch thick a the V-notch. If another method of flow
measurement is to be used, provide sufficient detail of the device to enable a review to be completed
verifying conformance to standards. ,
10. Confirm that the blowers can adequately aerate the equalization basin. The blower sizing calculations
submitted do not include the equalization basin.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

11. Confirm that slide gates will be provided in the Flow Control Box to allow for adjustment of flows
and for isolation of the treatment plants.
12. Provide plans for the foundation under the chlorine contact tank.
13. Provide plans for the connection of the equalization basin to the existing sewer system.
14. Provide plans and details on the sludge decanting method. The information submitted in your letter
dated February 23, 1994 does not satisfy our request dated February lb, 1994.
The Division of Environmental Management reviews plans and specification before issuing the
authorization to construct to ensure that all wastewater treatment plants in North Carolina perform safely
and efficiently. In the past, plants have failed to meet their effluent limits due to process limitations that
could have been easily eliminated in the design phase.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before April 20, 1994 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208 (e).
If you have any questions on this matter, please call Jay Lucas at [phone].
Sincerely,
l Coleen H. liras, P.E.
Supervisor, Permits and Engineering Unit
cc: Asheville_Regional Office_, Water Quality
Walter Synalovski, Camp Judaea
Project File

MAR-09-1994 18:20 FROM DEM WATER QUALITY SECTION TO
r
87042516452 P.02/03
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 9,1994
Mx. Richard D. Hart, Jr.
Ledford Engineering incorporated
P. D. Box 2217
Asheville, NC 28802
Dear Mr. Hart:
C�EHNR
Subject: Application No. AC0033430
Additional information Request
Camp Judaea WWIP
Authorization To Construct
Henderson County
The Permits and Engineering Unit has completed a second engineering, review of the subject
application.
. The following items must be addressed before we can complete our review:
capac;*y, hem. I Hype. I Pr m
1. Provide more detailed specifications such as shop a 'ngs and/or manufacturers' literature for
pumps, piping, and valve
2. The clarifier loading for the plant as dra is 30D gpd/ft2, whereas the new specifications still require
200 gpd/ft2. Conf rm ,7hick is correct. s a s�i�e be pto i j4ec� ,o �� o
6o�n,e. ��lawt7
,qi4 ucFlusfi ldw b �ev� piQw S- J ( �'
3. Provide a copy of an acceptance letter from a pmW md. sludge disposal facility.
f(re wQ nof re-qouiPi . �o days sludge f1o%Qi ? �''^`
4. Provide details on the air ipe sizes. �!� Sc u
NeecQ yu,o►-e C�.e-`�i l � sluQ9e, cP2 e4M,'�i me..f�ocQ 4 Need fa e��
5. Provide details of grating or hand rails that be installed. a l,U
?bv�Jk- chin �oh C(&w e u.otliad,+�i 11eecQed; y 4
6. Provide fencing around the Wastewater treatment area or oth se en a that it is i ac le. �`''"
Kea 49, «�t L5 a Vt -' Low dtieusa rer,.� ewt -it. L 4,L c ake t-1tics f s� are- vie¢: (IBC tr
7. Indi ate the on and off lev Is for the equalization pumps.
c�
8. Provide audible and visual alarms for the equalization tank since this also f ctions s an influent h
pump station', a were not'specified in th¢ second submittal. T415
r s i s on � "E!e °�r � f"�
Sec- fold. a.'- 'lopes/" ?afe- • Suf9esfi [Qele��w� !3 roc-fr.on � tTvoid- cm4si on,
9. Confirm that the blowers can adequately aerate the equalization basin. 'The blower sizing calculations
submitted do of in Jude the equalization
`, basin.
Nee&�'�i� o� �fe�- F�GlJw %1'l5ih.
The Division of Environmental Management reviews plans, and specification before issuing the
authorization to construct to ensure that all wastewater treatment plants to North Carolina perform safely
and efficiently. In the past, plants have failed to meet their effluent limits due to process limitations that
could have been easily eliminated in the design. phase.
P.O. Box 295as, Raleigh, North Carolina 27625-0M5 ,Telephone 919-733-SOM FAX [phone]
An Equal Oppottunity Affirmative Action Employer So% recycle& 1 o°A post -consumer papar

MAR-09-1994 18:21 FROM DEM WATER QUALITY SECTION TO 87042516452 P.03/03
The Division of Environmental Management reviews plans and specification before issuing the
authorization to construct to ensure that all wastewater treatment plants in North Carolina perform safely
and efficiently. In the past, plants have failed to meet their effluent limits due to process limitations that
could have been easily eliminated in the design phase.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before April 16, 1994 will subject your
application to being returned as incomplete, in accordance with ISA NCAC 2H .0208 (e)..
If you have any questions on this matter, please call ray Lucas at [phone].
Sincerely,
1)1' n H. Sullins, P.E.
Supervisor, Permits and Engineering Unit
cc: Asheville Regional Office, Water Quality
Project File

LEDFORD ENGINEERING INCORPORATED
Environmental Consultina Enaineers
56 Ravenscroft Dr.
P.O. Box 2217
Asheville, NC 28802
C(704) 255-7596
rlC� la,4 �� 1-800-654.8891
—� FAX [phone]
February 23, 1994 _
Mr. Jay B. Lucas
NCDEHNR
PO Box 29535
Raleigh, North Carolina 27626-0535
Subject: Application No. AC0033430
Camp Judaea WWTP
Authorization to Construct
Henderson County
Dear Mr. Lucas:
( �r TO
r� p
MAR
- 41994
�
li
i4 .! �,, d i..l �.� � 1 n 1 1 d [/ 411-W: 11'•� � �I
Thank you for your comments concerning the subject project in your letter dated February 16,
1994. Enclosed you will find some revisions of specs and sheet 2 of 2, please substitute these
for the earlier submitted items. I will respond to these comments in order of your letter.
1. The pumps are specified as being able to pump 30,000 gpd or more. The manufacturer is
required to provide shop drawings to the engineer for approval prior to installation. All piping
is specified as steel. Valves shall be gate or ball as normally supplied by the manufacturer.
The chlorine contact chamber is specified as ste 6l plate. Enclosed please find the spec for
the chlorinator/dechlorinator.
The plant includes the flow equalization basin and the chlorine contact chamber, therefore
the paint spec for the plant is inclusive.
6-3. The adjustable hose, like belts and other consumable parts are replaceable, available, and
have not been questioned on any of the previous designs submitted to NCDEHNR.
4. Please note the guide brackets on the inside of the flow splitter box that allow for a slide
gate to be installed by the operator to control flow to the plants. See detail sheet 2 of 2.
5. The nev/ flow equalization basin is replacing an existing lift station and is at such elevation
that it would flow into the splitter box and into the aeration basins before it could overflow
any upstream manholes as verified by a site visit.
6. This is not normally a requirement of NCDEHNR, but the expansion work is anticipated
being done before camp begins operation and the plant is in a zero flow state.
7. The specifications unfortunately show a typo, please substitute the revised page.
8. This has not normally been required by NCDEHNR of a plant expansion in the past year,
however, the operator of this plant regularly has excess sludge pumped out by a licensed
contractor and is disposed of -from that company.
9. This is not a published requirement of NCDEHNR. The calculations are as follows:

Mr. Jay B. Lucas
Febmary 22. 1994
page 2
Population Equivalent, PE _ _30 000 qpd = 300 persons
1UU gpd/person
Ppr r:anit•a sludriP rnnarity = sl[ l e holding volume. 2847_ gal. = 1 27 CF
PE (300" ' 7.48 gal./C�
Per capita sludge capacity > 1 CF / person
10. This plant shall use manufacturer prefabricated piping for siudge decanting as is standard '
practice in plants of this type.
11.:The pipe size shall be set by the manufacturer and reviewed and approved by the engineer
of record. Typically; the drop d-iffusers will be 1-114" diameter The valve locations are as
shown.
12. The existing plant is adequately covered with service gratitly and the manufacaure-r Or the
new package unit shall provide shop drawings for the engu,eer to a,Dprove prior to
installation. The adequacy of operator protection shall be determined at that'time.
13. The treatment area is not fenced and has been accessible since the carnp was started.
14. The enclosed revised sheet 2 of 2 shows new dimensions for the flour equalization basin.
15. These shall be field determined by the contractor and the -operator. Sufficient length of cable
shall be provided to allow for.adjustment.
16. The specifications have been revised and are enclosed to reflect this addition.
17. No auxiliary power is re'quired since the water system is supported by wells and there are no
elevated tanks. Therefore should the electrical power go out; both water and'sewer will
stop.
18. The camp has not budgeted for this at this time and prefers to wait until the next budget.
19. The outfall to the creek is scheduled for repair work to be done in conjunction with the plant
expansion. Also the outfall from the plant will be restructured to accommodate the chlorine
contact chamber. We have no reason to believe that the bulk of the pipe is in disrepair,
however check holes along the pipe can be made at the time of construction,' and
replacement be made if needed as determined by the engineer of record.
20- Confirmed -
21. Confirmed

Mr. ;ay B. Lucas
Pebruary 22. 1 ON
page
Ps this is a summer camp, we are concerned that sufficient time for construction be available
before camp starts, therefore should you have any questions or need additional inforr nation,
please let us know We leave a toil free number should you need clarification on arty of these or
other points.
Sincerely,
Richard D. Hart, Jr.
Ledford Engineering inc.

LEDFORD ENGINEERING
704 255 0770"
P. 0 1
Facsimile Craver Sheet
To: Mr. Jay B. Lucas
Company: NCDEHNR
Phone: [phone]
Fax: [phone]
From. Richard Hart
Company:, Ledford Engineering Inc.
Phone: [phone]
Fax: [phone]
Date: 3/1194
Pages including this
cover page: 5
Comments: PlOase add this to the application 'information for
Camp Judaea WWTP #AC0033430. It was Inadvertently omitted,
from the letter addressing your comments.. Thank you

LE'r0RD EHGINEERIHG 7�•4 255 077E+ P.AP 2
JET//VC.
GENERAL
DESCRIPTION
JET.-—-CHLQR
TAP.L.ET"CH IL �ORNA
MODELS 110.1-'12.;
TOR
-INSTALLATION AND OkRATION _
... ... I. d
Model 110 and 120 JET-CHLQR Tablet Chlorinators are com-
plete chlorine dispensing systems. The Model 110 has a task"
diameter inlet and the Model 120 is equipped with a blank inlet to
allow field adaption to plant discharge lines up to 10" in
diameter. They are designed to handle the flow of treated
effluent from wastewater treatment plants with design flows of
up to 50,000 gallons per day. For larger systems, two chlori-
nators used in parallel can, treat up to 100,000 gallons per day.
The JET Tablet Chlorlhator has no moving or electrical parts. It
uses JET-CHLQR Disinfecting Tablets — not powders orgases.
The JET Chlorinator works by gravity flow alone — chlorine
dosage automatically adjusts with increases and decreases in
effluent flow.
HOW THE CHLORINATOR WORKS
The JET-CHLOR Tablet Chlorinator consists of a housing, inlet
baffle, outlet weir (three sizes to choose from) and four tablet
feed tubes. The chlorinator is In-
stalled on the plant's discharge
line or on the chlorine contact
chamber inlet so that plant dis-
charge flows through it. An inlet
baffle and feed tubes control the
direction of flow within the
corer C1 Q chlorinator.
Tablet
Peed
Tubes
Tube
Support
(snapvul•
for
Inspection)
Outlet
weir Plate
Slow -dissolving JET-CHLOR
Tablets at the bottom of the feed
tubes are immersed in the efflu-
ent. They dissolve evenly, slowly
releasing active chlorine. The
rate atwhich the tablets dissolve
is regulated automatically by
controlling the Ilquid height with
weirs and by varying the amount
of tablets in contact with the
effluent.
The outlet weir controls the liq-
uid level inside the chlorinator
housing. When the flow of efflu-
ent increases, the liquid level in
the housing rises, covering more
tablets and releasing more chlo-
rine. When the flow decreases,
the liquid goes down. As a
result, fewer chlorine tablets are
immersed and less chlorine is
released. In this way, the rate at
;which the chlorine tablets dis-
solve is continuously adjusted
to the effluent flow.
INSTALLATION
INLET CONNECTION - MODEL 110
Model 110 is equipped with a 634" diameter inlet for connection
to treatment plants, sand filters, etc., with 6%" discharge lines.
To make the connection, butt fit the discharge line to the
chlorinator inlet using a flexible coupling (not supp Ie ) as I -
lustrated In the mounting instructions below. The flexible
coupling consists of a neoprene sleeve, a stainless steel shield,
and hose clamps. These can be obtained from your local
plumbing supply house.
On installations where the discharge line is larger or smaller than
the chlorinator inlet, use expansion or reducer couplings or the
Model 120 phlorinator.
INLET CONNECTION MODEL 120
Model 120 is equipped with a blank inlet side. Discharge lines up
to 10" O.D. can be connected as follows:
1. Mark hole size to be out at center of blank chlorinator inlet
wall using end of discharge line as template.
2. Using either saber or keyhole sl w, cut hole as marked.
3. Insert discharge line 1" into Ohl rrinatorand seal to chlorina-
tor using either good waterproof grout, caulking compound
or neoprene gasket -with stalr)less steel butt plate as illus-
trated. If a gasket.and butt plate are used, the gasket must fit
tightly to the pipe and be at least 1/4" thick. Use the pipe end
as a template to draw the gasket outline. These items are not
supplied but can be obtained from your local plumbing
supply house.
Cut Correct
Kok In Inlet
Saber saw.
eo.
Treatment Plant
Disenat" Line
iieoPiene Gasket
as Steel Butt Mate
MOUNTING
The chlorinator housing can be installed either on the system's
chlorine contact chamber or in -line using a drop -box (not sup-
plied). If the chlorinator Is installed on the contact chamber, it
should be at the inletor as close as possible to it. If it is installed
in -line and a contact chamber is used, it should be installed
before the contact chamber. If a,.contact chamber is not used,
then the chlorinator must be installed with a drop -box. The
following rules apply to both methods:
1. Chlorinator top must be accessible for easy removal of feed
tubes from housing.
2. Secure housing with rigid mounting, bolting or ramsetting, to
prevent. it from moving.
3. -Be sure -housing is level and plumb to insure proper
operation.
4. Allow clearance at outlet end of chlorinator to prevent any
interference with discharge and to allow reading of flow rate
on calibrated weir. -
The chlorinator can usually be mounted on the chlorine contact
chamber. The housing can be mounted either above the tank or
to its inside wall depending on the location of the inlet line.
This method requires that the chlorinator be bolted to a bracket

LEi.r=oRD ENG I HEER11IG 704 255 0770
P . 0 3
Mounflog Hofer, Till Die. Max,
13Y4 1
MODEL 110
D.
j 25'h
I
}Y to Bottom of
25% Weir opealog
t.tounting Hofer, Tilt! Dta. Mali.-:�_:�
Y Y4
• 15'h
MODEL 120H 7
.
,j. • .
25'h
I
tN. To Bottom of
21% Weir Opening
(optional) rigidly mounted, boiled or ramset to the contact
chamber. The bracket can be purchased from Jet or made from
angle iron properly coated to retard rust. Leave a minimum of 4"
between the bottom of the chlorinator and the tank liquid level .
when mounted.
The chlorinator can also be Installed in -line, butadrop-boxmust
be provided to allow unrestricted flow from the chlorinator outlet
weir.
In -line mounting requires the drop -box be designed to connect
to the outlet pipe and to allow a minimum of 4" between the
bottom of the outlet weir and the bottom of the outlet pipe from
the drop -box. It Is important that the drop -box and chlorinator
n
Oetmtion' T■nk\
r concrsM steel
�, W.t.r Laval
Hfee _`"--
ye
Mounting �..
DEE�
Top
Drop Sox
From Flexible Coupling
Cl,rtrHr { with Hose Clomp.
Fleribk Coupling 4' Min. From Bottom
with Hoag Clamps
Mounting Hokr of Outlet Weir
SIDE IN LINE
are supported so that there Is no movement or strain on the
couplin s. The drop -box can be contructed of rustproofed
metal, Plastic or a concrete •casting. Drop -box drawings are
available upon request,
,
OPERATION
OPERATING VARIABLES
Chlorine dosage depends upon the amount of treated effluent In
contact with the JET-CHLOR Disinfecting Tablets in the chlori-
nator. Fluid contact with the tablets is controlled by two factors:
* The size of the outlet weir Installed.
0 The number of feed tubes filled with tablets.
SELECTING WEiR SiZE AND NUMBER
OF STOCKED FEED TUBES
1. Determine Chlorine Residual Requirements.
The requirements for chlorine residuals vary in different
areas. Contact yourlocal health department to determinethe
requirements for your installation. in the absence of local
regulations, 1 ppm is usually considered adequate.
2. Estimate Plant Flow Rate,
On..new or existing installations, consult the architect, engi-
neer, or health department for the estimated flow rate. The
flow rate may also be determined by the following methods:
1) use a flow meter; 2) check previous flow rate or water
meter records; 3) find lift station capacity (if the plant Is so
equipped) and the number of pumping cycles per day.
3. Select Weir Size and Number of Feed Tubes.
After determining the chlorine'reVidual "requir6rk8nts•and the
plant flow rate, use the "Outlet Weir Selection Chart" to choose
the correct weir size and number of feed tubes to stock. Use the
chart as follows:
A. Pick chlorine residual required in Column 1.
B. Match it to flow rate In Column 2,
C. Read across chart to Columns 3 and 4 for weir size and
number of filled feed tubes required. The weir sizes and
number of feed tubes in the shaded areas of the chart
provide maximum control of residuals but also require
more frequent feed tube filling,
The use of the proper size weir and correct number of
filled feed tubes -is essential to the system's efficiency.
Lower residual chlorine indicates insufficient chlorina-
tion. Higher residual than requl red wastes tablets, requires
more frequent feed tube fillings and overchlorinates the
effluent. - t
INSTALLING THE OUTLET WEiR
1. The weir plate is calibrated in gallons -per -minute on one side
and liters -per -minute on the other. The easy to read calibra-
tions provide Instantaneous flow readings which are helpful
in estimating daily plant flow.
2. Insert weir plate into slot at outlet end of chlorinator housing.
Be sure calibrations which you want to use (English or metric)
face toward outside oi`chlorinator.
3. Slide plate down until It is firmly pressed into slot bottom.
4. Caulk joint between plant and chlorinator housing to prevent
leakage. All the water must pass through the weir foreffective
operation.
t^ 2-
OUTLET WEIR PLATES
I

LE_- _iRD EHGIHEERIHG
704 0770
P.04
Chlorine
Residual
Requlredl
•5 ppm ..
1.0 ppm
1.5 ppm
2.0 ppm
2
Flow
Rate
GPD X 1000
uptol0
10-20 '•
20.30
30-40 _
40-50
10
30
40
so
10.
20
30
40
50
10
20
30
40
50
OUTLET -WEIR
Weir .
.Sire.
RequlrVP
3"
3-
2"' :
2-
2"
3"
>a •�c
Sat' a
3 if n.r
&s Hj
ECTION CHART
Humb*r.of
Feed Tubes
Required=
1
1
1
"t
1
1
1
2
2y:
2YK:
`.`i...
2 ^i<
2 's�
3 3 3'
Estimated
Operating Weeks
Retons Refill
81/=
6 ,
4
3,/t
81h
81A
3
2
2
81/2 (6)
6 (3)
31h (2)
3
2 (1)
elk
61/2 (4)
4 (3)
3 (2)
21/2 0.5)
8
Pounds of JET-CHLOR
Tablets
' Requlred Per Welk
1.0 Ibs.•.
1.4 lbs.
2.0 lbs.
2.5 lbs.
1.0 lbs.
1.0 lbs.
2.8 lbs.
4.2 lbs.
4.0 lbs.
2.0 lbs.
2.8 tbs.
4.8 lbs.
5.6.lbs.
8.5 lbs.
2.0 lbs.
3.9 lbs.
6.3 lbs.
8.5 IDS.
10.2 Ibs.
eased on use of JET-CHLOR Disinfecting Tablets with at least 7011- available chlorine and 30 minute detention time.
4 selections In shaded areas must be used together. They cannot be mixed with unshaded selections.
tion of federal law to use JET-CHLOR Tablets ina mannerincon
JET-CHLOR TABLETS
I sistent with the label on the JET-CHLOR container.
JET-CHLOR Tablets were developed especially for use in JET-
CHLOR Chlorinators and we recommend their use. JET-CHLOR
Tablets dissolve slowly, evenly, and completely- they will not INSTALLING FEED TUBES
"wick" or dissolve prematurely. They provide fast, complete The location of filled and unfilled tubes In the chlorinator is very
bacteria killing power.and inhibit bacteria regrowth at the same important. The proper location is shown below. Any arrange -
time, Their convenience, efficiency and dependability is un- ment different from those illustrated will cause improper chlori-
surpassed. nation, tablet erosion and waste. Install the feed tubes as follows:
Your JET-CHLOR Dealer can provide you with tablets for refil- 7, Install filled and capped feed tubes in housing with slotted
ling the chlorinator yourself, and, in many areas, he can offer and down.
you a complete refilling service. Write Jet Inc. for the name of 2 Remove cap from -empty tubes and insert tubes into housing
your local dealer. " with slotted end up. This directs water flow to filled feed
FILLING FEED TUBES tubes.
We recommend you only use JET-CHLOR Tablets in this chlori- 3. Put caps back on slotted end of unfilled tubes after tubes are
nator. Before handling JET-CHLOR Tablets read the container installed. Check to be cor-
rectly. if any tubes a ecnot eivenly seated on bottom of hous-
label and the "Danger" section below. in the cover of the chlorinator will not tit properly.
To fill the chlorinator, remove the top and tubes from the hous- g
Ing. Fill only the number of tubes determined from the "Outlet 4. Snap on tablet chlorinator cover.
Weir Selection Chart" Column.4. Fill the tubes as follows:
1. Remove caps and rinse tubes clean with water. empty Tube O F11led rube ® _ pir"tlon of Weer Flow
2. Fill each tube to top, one tablet at a time, Each tube holds
approximately 27 JET-CHLOR Tablets.
3, Tablets must lie flat, or tubes will clog and prevent proper
feeding of chlorine. -OO/' � 0 -O®sue � Q ►
4. Replace caps on filled tubes. OYO
5. See JET-CHLOR container label for additional in- Tb'two Three Tubes FourTubco
o+eut
structlons. Fixed
Fuba
. , Filled
DANGER
KEEP OUT OF. REACH OF CHILDREN
The product is -highly corrosLvA, -causas skin.and eye damage,
and maybe fatal if swallowed. po not get into eyes, on skin or on
clothing. Wear goggles or lace shield and rubber gloves when
handling tablets or working with the chlorinator. Irritating to
nose and throat. Avoid breathing dust. Remove --and wash con-
taminated clothing before reuse. it is a strong oxidizing agent
and should be mixed only with water. Contamination may, cause
firel if swallowed, feed bread soaked in milk followed by olive oil
or cooking oil. Call a physician immediately. if on skin: brush off
excess chemical and flush skin with cold water for at least 15
minutes. If irritation persists, get medical attention. it is a viola -
STARTING UP"THE CWWRINATOR
After the correct size weir i installed
a and
the
filled
eand
unfilled
d dis-
charge feedtubes are properly positioned,
charge to flow through the chlorinator.
After the JET-CHLOR System has been in operation for at least
one hour, take effluent samples from the discharge end of the
chlorine contact chamber. Take samples at i5 minute intervals
and measure each for chlorine residual. When two or three con-
secutive samples give the same residual, -the residual chlorine

LI )F'L EHGI.HEERIHG. 704 E+i 7171 P.E5
has reached a state of a uilibrlum: The s stem is now stabilized ..
R SHOOTING '- • .: ;=• ;
TROUBLE SHO _..
and operation is continuous• and, automatic.-
'Iniiitfficlent orinat Chlion : r ' ' .: •
'Additional samples' -may be-taRedpriodically to ;check•.the •
.:: ' -
Many factors can cause an ins0fficient amount of chlorine resid-.
chlorine residual. Chlorine residual test. kitsteree-available from-..:
;
ual.'Before decreasing weir"size or.inc redsing-the.n rbbVi of
Jet inc. or your dealer. "" -`' �'
tilled feed tubes, check the system and correct any of the follow-
..._..._''L
ing`-conditions;: ; . .:..
A®JUSTING'CHLORINE RESIDUAL-... -
: ' ' ` PROBLEM ': ::'• CORRECTION :
If the tests during start-up or at a later date indicate too'little•or
='M1`:Feed tubes :not resting on :Adjust tubes so _ ... .. .
evenly on bottom of chlbrin-'
too much chlorine residual, change the degree of chlorination as
: bottom of housing;
....... ator housing,
hollows:
1. Decrease chlorination by using a large? Welt size. fewePfliled
Tablets jammed in feed " Reload tubes properly so all: .
tubes• tablets drop down.. ;
tubes or both. : •,',
Heavy rain or snow has Chlorinator has been design-
2. Increase chlorination by using a smaller weir size, additional
caused short-term hydraulic ed to handle short-term gross
fncreased tubenationboth.
overload. hydraulic overload and no
3. If any difficulty is encountered, go through "Trouble-
adjustment should be made.
Shooting" section and try these adjustments again.
Allow system to operate
andthertwo hours and recheck
nhinrine residual.
MAINTENANCE
Before restocking the chlorinator with JET-CHLOR Tablets,
check the tubes and housing to see if cleaning is needed.
Residue and solids which accumulate on or in the tubes must be
removed by rubbing or gently scraping with a stiff brush or
gloved hand. CAUTION: Wear goggles or face shield and rubber
gloves when handling JET-CHLOR Tablets or working with the
chlorinator.'
Clean out any dirt accumulation in the housing. It should be
minimal be ause of the smooth inside surface. Dirt can usually
be flushed ut easily with a hose or by simply removing the weir
plate. This pauses a surge of liquid through the chlorinator which
carries ouj any accumulated solids. Recaulk the weir plate if
removed.
The feed tube support can be snapped out'for access to the
bottom of the housing if necessary. After It Is_reinstalled, be
certain the filled and unfilled tubes are replaced.'in the proper
position,
REFILLING THE FEED TUBES;':.';.:; . .
CAUTION: Read the "Filling Feed Tubes'=section and -the .
"Danger" notice that follows It before-refitting..thie feed '
tubes. Always wear goggles or face shield•'anC ubber
gloves when handling JET-CHLOR Tablets or working
with the chlorinator. -
Restocking of the feed tubes should be done on a schedule
based on the "Estimated Operating Weeks Before Refill." This
information is given in Column 5 of the "Outlet Weir Selection
Chart." To refill, take off the chlorinator top and remove only
those tubes which were• previously filled. Leave the empty tubes,
with the slotted ends up, in the chlorinator housing. Fill thetubes
and reinstall according to the instructions in "installing Feed
Tithes."
Additional homes, businesses
or other new wastewater
sources connected to sys-
tem have caused an increase
in the average daily flow.
If less than 2 PPM chlorine
residual is required, no ad-
justment is necessary. If 2
PPM chlorine residual is re-
quired and average dally
flow rate exceeds 10,000
gallons per day, see "Outlet
Weir Selection Chart" for
weir size and number of fil-
led tubes for new flow rate.
Overchlorination
When the amount of chlorine residual is excessiverjf�l,because
too much chlorine is being added to the wastewater:' Before
increasing weir size or decreasing the number of filled feed
tubes, check chlorinator for blockage. Any clogging of the weir,
will cause a rise in the liquid level and immerse too many tablets.
If blockage is found, remove immediately.
Check Chlorine Residual
It the we! rsize or numberof filled feed tubes is changed, test the
chlorine residual again following the procedure described in
"Starting Up the Chlorinator." r •r..-- -
SUPPLIES-& OPTIONAL ITEMS
The following items cdn be ordered from JET-CHLOR Dealers.
Write Jet Inc. for the name of your local, dealer,
• 25-pound pails of JET-CHLOR Disinfecting Tablets
e 45-pound pails of JET-CHLOR Disinfecting Tablets
• 100-pound drums of JET-CHLOR Disinfecting Tablets
e Chlorine Test Kits and Mounting Brackets
o CHLOR-AWAY Dechlorination Systems
10-Year Limited Warranty
Jet Inc. warrants every new JET-CHLOR Tablet Chlorinator against defective materti•'s
Manual. The warrantyappllee only to the JET-CHLOR Tablet Chlorinator and does not
Include my of ltn Plumbing, dmins9e, Of any Other pan of the disposal IYelen
' and wortcmanahlp under normal tervlte (Providing chlorine dislnleetion iOf Waatewet-f
treatment) when inzulled and operated eccoiding to Jet'e wrtlteninst WtOnslOrren (10)
JET INC. SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES CAUSED BY
years commencing upon data or purehass by the original purohaser...•
DEFECTIVE COMPONENTS OR LIATERIALS. OR FOR LOSS INCURRED BECAUSE
OF SERVICE, OR ANY OTHER SPECIAL CONSEQUENTIAL,
THIS WARRANTY IS NOT EFFECTIVE UNLESS THE ENCLOSED JETLHLOR
CHLORINATOR WARRANTY REGISTRATION CARD IS RETURNED TO JET INC.
OF THE INTERRUPTION
on INCIDENTAL DAIAAGES OR EXPENSES ARISING FROM THE MANUFACTURE,
CHLORINATOR. THIS WARRANTY IS IN
WITHIN TWENTY (20) DAYS OF DATE OF PURCHASE By. THE ORIGINAL
SALE, USE OR MISUSE OF THE TABLET
LIEU OF ALL OTHER EXPRESS WARRANTIES. ANY WARRANTY IMPLIED ey LAW,
PURCHASER.. _
This only to usoot the JET-CHLOR Tablet Chlodnalorat ale location in
OR FITNESS, IS
PERIOD SPECIFIED ABOVE. (SOME STATES DO NOT
LIMIUDINO IMPLIED WARRANTIES OF SPECIMERFIED
LIMITED TO THE TEN
werantyippgee
which me unit Is 0,1 Inally installed.
p
ORYEA
(DENT
-ALLOW EXCLUSIONS OR LIMITATIONS OF INCIDENTAL OR CONSEQUENTIAL
OF HOW LONG AN IMPLIED WARRANTY
It in -warranty fepatrf are needod. Ina chlorinator will be repaired-- replaced. at Jae*
10000".Of rnat-nalewhan rotunNd to Jet Inc. bythe
DAMAGES OR ALLOW LIMITATIONS
LASTS, SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU.)
option it the factory with no charge
dlatributolr,of dealef from whom. Lho chloriaplor was eutei,s-ad or by IRA erio4w
vrlthin Ina' warranly.'Irihete am htasing pant airaodNim-1 charge wilt be
The Commht to ievlP-; cHanpe,d modtfytheea+alruttlon and castors
Chfannalvre or any component psn or parts thereof. withOul
Puff hater
trade. The purcser atoua ll ume au freight chug" to And from th- f-OlorY' -
mM
of JET-OR TlbNet
Incurring ►ny obligation to make wch chanoa or modtautlma In Present equlprtunt.
The warranty does not cover chlorintton that have been disaaaembfed brY una'Mwriz d
damaged by lightning. subjected fo aitarnat cartage. or
This wife. Arygh-MyousOaC lk legal rights, and you may also have other rights vrhlch
p-neon., Impropady in.t-llad,
d-ms9a by t-Ilura to Idlow the 2-99" long ouillood In the Installation and opermt; n
very ate to state.
0MCMtXXXii JET iNC.
02-iOT
rcrl wl nR nNN OA-AWAY and 810 JET-7 aro regislorad tradernarkt 0i JET INC.

State of North Caroling
Department of Environment,
w` Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Richard D. Hart, Jr.
Ledford Engineering Incorporated
P. O. Box 2217
Asheville, NC 28802
Dear Mr. Hart:
February 16, 1994
&4.1
C)EHNF1
FEB 1 819%
I' ATER CiIPUTe; SECTION
ASH i UE €?kQ'W&06 F[CE
Subject: Application No. AC0033430
Additional Information Request
Camp Juda8a WWTP
Authorization To Construct
Henderson .County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application.
The following items must be addressed before we can complete our review:
1. Provide specifications for pumps, piping, -valves, the chlorine contact basin, chlorination unit, and
dechlorination unit. 0 K WK
b[l--
oYr2. Confirm painting specifications on the flow equalization tank and chlorine contact tank.
- 3. The 8" adjustable rubber hose on the flow splitter is expected to deteriorate from exposure to sunlight
and wastewater and will -eventually need replacement. Confirm that this item is easily obtainable.
4. The flow splitter device must allow adjustment of flow between the two plants as well as isolation of
one of the plants. Provide information on flow control and plant isolation.
OIC5. Confirm the elevation of the new basins above ground and that the equalization basin can fill without
overflowing upstream manholes.
4- 6. Provide a construction sequence to assure that there will be minimal interruption of treatment during
construction.
7. The clarifier loading for the plant'as drawn is 300 gpd/ft2, whereas the specifications require 200
gpd/ft2. Confirm which is correct.
8. Provide a sludge management plan and include a copy of an acceptance letter from a permitted disposal
facility.
9. Capacity for 30 days sludge holding, is needed. -'Provide calculations demonstrating this capacity.
10. Provide information on the sludge decanting method. Preferably, sludge decanting should be
performed without simultaneously adding waste sludge.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%`recycled/ 10% post -consumer paper

11. Provide details on the air pipe sizes and positions of the- air valves.
12. Full grating or hand rails are needed around the open areas of the plant basins to allow the operator
safe access to all parts of the plant. Grating is needed in addition to that shown on the drawings to cover
areas around the blowers, clarifier, and bar screen. This protection is needed on the existing plant as well.
Provide information on the installation of these safety measures
13. Confirm that the wastewater treatment area is fenced off or otherwise inaccessible.
14. The equalization tank, as drawn, has a working volume of less than 20% of the average daily flow.
The specifications state that the capacity will be 25% of the average daily flow. Provide data to indicate
what percentage of the daily capacity is sufficient for flow equalization and confirm that the basin will have
this. working capacity.
15. Indicate the on and off levels for the equalization pumps.
16. Provide audible and visual alarms for the equalization tank since this also functions as an influent
pump station.
k�'-17. A dual source of power or auxiliary power is needed. Automatic shut-off of the water supply system
is acceptable if the supply system has no elevated water tanks.
18. The permit currently specifies instantaneous flow monitoring; however, the expiration date of the
permit is September 30, 1995. After that date, continuous flow monitoring will most likely be'required.
We suggest that installing a continuous flow meter with this project will be more economical than
providing it later as an individual project
� 19. The Asheville Regional Office inspected the project site and discovered that the outfall pipe is in very
poor condition. Include rebuilding of the outfall pipe as part of this project.
20. Confirm that the blowers can adequately aerate the equalization basin and the sludge storage tank.
21. Confirm that washdown water is available on site.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before April 16, 1994 will subject your
application to being returned as incomplete, in accordance with 15A NCAC -2H .0208 (e).
If you have any questions on this matter, please call me at [phone].
Sincerely,
ay B. Lucas
Environmental Engineer
cc: Asheville&R gionl®ffice, Water Qualm
Project File

1
Y
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office WATER QUALITY SECTION
February 4, 1994
MEMORANDUM
TO: Jay Lucas
Permits and Engineeri g
THROUGH: Forrest Westall
Water Quality Re 1 Supervisor
FROM: Paul R. White, P E.
Environmental Engineer
SUBJECT: Camp Judea
Plan review for expansion from 15,000 gpd to 30,000 gpd
Henderson County
As we discussed, I have a number of comments to add to yours on
your additional information letter which you intend to send to Mark
Ledford. For his benefit I have included a reference to our
regulations for most .of the comments. If you have any questions or
need clarification to include in your letter, give me a call.
Reference regulations 2H .0138
1. Specifications are needed on pumps, .piping, valves, and the
chlorine contact basin.
2. Painting specifications are needed on the flow equalization
tank and chlorine contact tank.
3. The 8" adjustable rubber hose on the flow splitter is expected
to deteriorate from exposure to sunlight and wastewater and to
need replacement from time to time. Is this an easily obtainable
item?
4. The flow splitter device must allow adjustment of flow between
the plants as well as isolation of one of the plants.
5. What is the elevation of the new basins above ground? Can the
equalization basin fill without overflowing upstream manholes? If
necessary, access steps need to be provided.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10% post -consumer paper

Mr. Jay Lucas
February 4, 1994
Page Two
6. A construction sequence is needed to assure that there will be
minimal interruption of treatment during construction.
7. The clarifier loading for the plant as drawn is-300 gpd/fti'
whereas the specifications require 200' gpd/ft'-
8. A sludge management plan is needed, including an acceptance
letter from a permitted disposal facility.
9. Capacity for 30 days sludge holding is needed. Calculations
should be shown demonstrating this.
10. Details are needed showing sludge holding decant line.
Preferably, this should have a moveable inlet which will enable
decanting without simultaneously adding waste sludge.
ll. Details are needed on the pipe sizes and positions of valves
on the air piping.
12. If full grating is not provided, hand rails are needed around
the open areas of plant basins to allow the operator safe access
to all parts of the plant. Grating is needed in addition to that
shown on the drawings to cover areas around the blowers,
clarifier, and bar screen. This is needed on the existing plant
as well.
13. A fence is needed around the facility to exclude unauthorized
entry.
Reference regulation 2H .0219 (j)
14. Data should be provided to indicate that 25% of the daily
capacity is sufficient for flow equalization.
15. The equalization tank as drawn has a working volume of only
around 5400 gallons, which is only 18% of the daily.capacity.
16. The control set-up for the equalization pumps is needed to
indicate the on and off levels.
17. Audible and visual alarms are needed for the equalization
tank since this also functions as an influent pump station.
18. A dual source of power or auxiliary power is needed.
Reference regulation 2B .0505
19. Continuous flow monitoring is needed for a plant of this
size,, especially considering the fluctuations in flow anticipated
from a camp. This will likely be a permit requirement in the near
future. Therefore this addition should be done at this time while
construction is under way.

oI
Mr. Jay Lucas
February 4, 1994
Page Three
20. The existing outfall line has deteriorated, has stopped up
from time to time, and is insufficient to prevent infiltration and
leakage. It should be replaced to allow representative.sampling
at the outfall point. A chlorine limit will be in effect upon
plant expansion, which will make it more important to enable
sampling at the outfall to take .advantage of mixing in the outfall
pipe.
I will try to get Lucy to send this E-mail since it is so long, so
you will not have to transfer every comment manually to your letter.
As we discussed, we need to include continuous monitoring in the
permit as a condition for 30,000 gpd flow. Can this be done with a
modification prior to permit renewal?
If you have any questions, give me a call.

0
State of North C-,, na
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Richard D. Hart, Jr.
Ledford Engineering Inc.
P. O. Box 2217
Asheville, NC- 28802
Dear Mr. Hart:
AM
C)EHNFI
January 18, 1994
Subject: Authorization to Construct
AC0033430
Camp Judaea WWTP
Henderson County
The Division's Permits and Engineering Unit acknowledges receipt of your request
for authorization to construct and supporting materials received on January 4, 1994. This
request has been assigned the number shown above. Please refer to this number when
making inquiries on this project which has been assigned to Jay Lucas for a detailed
engineering review.
Be aware that the Division's regional office, copied below, must provide
recommendations from the Regional Supervisor for this project prior to final action by the
Division.
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a
staff report and recommendations regarding this request. If you have any questions
regarding this application, please contact the review person listed above.
SinceA­ - ,
ep;
��i�' GL9/1. Goodric'h�
NPDES Supervisor
cc: Asheville Regional -Office, Water Quality Section
Project File
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
N
gqg .BAN 0 91994
RSHEVULFF REGGIDI L OI'me !�
Telephon%-,Ql 3-5083 FAX [phone]
50% recycledi i 00/o post -consumer paper

0Z c�io
WALTER SYNALOVSKI 1710.
Director
December 14, 1993
NCDEHNR
Q
To Whom It May Concern:
This letter is to request authorization for construction
of an additional wastewater treatment plan at Camp Judaea
in Hendersonville, N.C.
Enclosed is a check for $150.00 to cover the application
fee.
Thank you for acting on our behalf.
Sincerely,
low
Walter Synalovski
Director, Camp Judaea
WS/rt
Enclosure: 1'
IF-1 n Winter 2191 Briarcliff Rd., N.E. Atlanta, GA 30329 404-634-7883
'IL1� 2699 Stirling Rd., A-206 Ft. Lauderdale, FL 33312-6563 305-962-9100
,cra ED
Summer Route 9, Box 395 Hendersonville, NC 28739 704-685-8841
CAMP ND

LEDFORD ENGINEERING INCORPORATED
Environmental Consultina Enaineers
56 Ravenscroft Dr..
P.O. Box 2217
Asheville, NC 28802
[phone]
1-800-654-8891
FAX [phone]
December 30, 1993
Ms. Carolyn McCaskill
NCDEHNR
PO Box 29535
Raleigh, North Carolina 27626-0535
Subject: Waste Water Treatment Plant Expansion for Camp Judaea
Dear Carolyn:
Enclosed please find, for your review and approval, three sets of plans and specifications, and
an application fee check of $150.00 and -a letter requesting authorization to construct the subject
project.g 9 c
Thank you for your consideration and should you have any questions or need additional r
information, please let us know.
Sincerely,
ec-��
cc
to. �
Richard D. Hart, Jr.
Ledford Engineering Inc.
k

or t
ENGINEERING PROPOSAL
FOR
WASTEWATER TREATMENT SYSTEM IMPROVEMENTS
AT
CAMP JUDAEA
HENDERSON COUNTY, NORTH CAROLINA
SEPTEMBER., 1992
i 7 — •�p
- —d
PREPARED BY: v�
LEDFORD ENGINEERING INCORPORATED
56 RAVENSCROFT DRIVE
ASHEVILLE, NORTH CAROLINA 28801

Table of Contents
PAGE
I. GENERAL INFORMATION .
A. Purpose of Proposal 2
B. Description of Project Area 2
C. Existing Improvements and Wastewater
Facilities 2
D. Expansion Plans 2
II. WASTEWATER FACILITY DESIGN
A. Flow Criteria and Anticipated Flows 2
B. Connection to an Existing POTW 3
C. Subsurface Disposal 3
D. Spray Irrigation 3
E. Existing WWTP Expansion 3
III. EtiVIRONMENTAL AND ECONOMICAL EVALUATION OF
ALTERNATIVE DESIGNS
A. Subsurface Disposal System 4
B. Spray Irrigation System 5
C. Existing WWTP Expansion 5
IV. RECOMMENDATIONS AND CONCLUSIONS 9
APPENDIX
Soil Maps and Charts
Maps of Possible Subsurface and Spray Irrigation Systems
Layout of Expanded Treatment Plant
Copy of DMR's
1

I. GENERAL INFORMATION
A. Purpose of Proposal
The purpose of this Engineering Proposal is to review and
evaluate the various wastewater disposal alternatives
available for expansion of Camp Judaea.
As required by the North Carolina Department of
Environment, Health, and Natural Resources this proposal
outlines both the environmental and economical aspects of
connecting to an existing sewerage system, subsurface
disposal, spray irrigation, and expansion of an existing
wastewater treatment plant.
B. Description of Project Area
Camp Judaea is located off Highway 64 approximately four
miles east of the intersection with Interstate 26 in
Henderson County, North Carolina.
C. Existing Improvements and Wastewater Facilities
Camp Judaea is comprised of approximately 118 acres of
which there exists several cabins, administration
buildings, recreational facilities, and maintenance
buildings.
All but two cabins currently utilize an existing 15,000
gpd treatment plant. The existing treatment plant
consists of a lift station and a 15,000 gpd extended
aeration package unit. Treated effluent is discharged into
Henderson Creek.
D. Camp Expansion Plans
Expansion plans indicate that new cabins to accomodate
over 50 additional people will be built. In addition the
septic tank systems for the two above mentioned cabins
have failed and it is planned to incorporate the
wastewater from these cabins into that from the new
cabins. By increasing accomodations it is anticipated that
500 people per day will be utilizing the camp.
II. WASTEWATER FACILITY DESIGN
A. Flow Criteria and Anticipated Flows
In accordance with 15A NCAC 2H .0219, design of new
facilities shall use 60 gpd per person. In the case of
future development at Camp Judaea it is therefore
9

anticipated that approximately 250 more campers can be
accomodated thereby creating a requirement to treat an
additional 15,000 gpd.
B. Connecting to an Existing POTti
The nearest publically owned sewerage system is
approximately 4 miles away. Given the distance and obvious
extraneous construction constraints this alternative will
not be considered any further.
v 2
C. Subsurface Disposal •
he SCS soil mapping and 10 NCAC 10A .1900,
Based on t pp g Z�
calculations indicate that a conventional drainfield would
require approximately 6.9 acres. This system would consist
of approximately 12,500 linear feet of 4-inch drains and
would have to be split into 4 individually dosed fields.
The fields could be paired with common manifolds while
being dosed by a lift station. The septic tank or tanks
would have to equal 15,000 gallons in volume.
D. Spray Irrigation
Based on 15A ?CAC 2H .0200, calculations indicate that a
spray irrigation system within the property's boundary
would require approximately 5.5 acres. This system would
consist of modifications to the existing treatment plant
and the addition of new components. Modifications would
include a 7,500 gallon aerated flow equilizaton facility
at the head of the plant, addition of a 15,000 gpd package
extended aeration unit, and installation of a chlorine
contact chamber. Other components would include a standby
power source, fencing, construction of a 450,000 gallon
irrigation pond with pumping equipment and irrgation
system piping and fittings.
Since the facility would include a restricted spray field
and plant works, State personnel have indicated that a
secondary effluent could be applied directly and that a
five day holding pond would not be required.
E. Existing LWTP Expansion
To accomodate an addition of 15,000 gpd at the existing
plant site the following modifications and equipment would
be required.
3

Install a new 15,000 gpd extended aeration
package unit
Install a chlorine contact chamber
Install sludge holding facility
Install a triplex blower motor assembly
A flow splitter box would also have to be installed
between the existing pump station and the two 15,000 gpd
package units and yard piping from both units would have
be connected to the chlorine contact chamber.
III. ENVIRONMENTAL• and ECONOMICAL EVALUATION of ALTERNATIVE
DESIGNS
A. Subsurface Disposal System
Advantages:
- Eliminates direct discharge
- Capable of high levels of treatment of most
pollutants associated with domestic wastewater
- Fate of pollutants such as trace organics and viruses
is poorly documented, however, no significant health
problems have been created due to failure.
- Existing soils are clayey, therefore, heavy metals
and toxic organics such as solvents, paint thinners,
greas removers, toilet bowl cleaners, etc. are
expected to receive more treatment than granular
soils. However, limited data suggests contamination
of groundwater can occur.
Disadvantages:
- Steep slopes and clayey soils classify the area as
provisionally suitable for use as septic drainfields.
- High possibility of lower drain lines being
overstressed from higher lines thereby accelerating
failure.
- Extremely high in cost since site is steeply sloped.
- Since soil is the system it will be difficult to
predict and monitor. If failure occurs significant
environmental damage or health risks can result.
Failures result in ponding on surface and runoff from
site. Inadequate treatment by soil matrix could
contaminate groundwater.
- Out of sight, out of mind.
Refer to attached opinions of probable cost for conventional
subsurface wastewater disposal systems.
4

B. Spray Irrigation System
Advantages:
- Eliminates direct discharge
- Additional means of irrigation water during dry
periods
- Capable of high levels of treatment of most
pollutants even at higher pollutant levels leaving
plant
Disadvantages:
- Excessive slopes increase amount of runoff and
erosion which may lead to unstable soil conditions
when saturated thereby making vegetative growth
difficult.
- Flood prone areas are unsuitable due to highly
variable drainage characteristics of associated
soils. Shallow groundwater areas are less desirable
because of interference with vegetative growth.
- Higher cost due to additional pumping equipment and
construction of irrigation improvements.
- Spraying and subsequent detention dependent upon
weather.
Refer to attached opinion of probable cost for a spray
irrigation wastewater disposal system.
C. Existing Wastewater Treatment Plant Expansion
Advantages:
- Does not require large valuable land areas.
- Capable of high levels of treatment for pollutants
associated with domestic wastewater.
- Treatment more predictable and easier to monitor and
adjust.
- Current effluent from existing plant has a range of
0.2 mg/1 to 5.9 mg,/l for BOD and 0.1 mg/l to 1+.0
mg/1 for TSS which is well below the required 30/30
limit.
- Lowest cost.
Disadvantages:
- Does not eliminate direct discharge.
Refer to attached opinion of probable cost for expansion of
the existing wastewater treatment plant.
5

OPINION OF PROBABLE COST
FOR
A CONVENTIONAL 15,000 GALLON SUBSURFACE WASTEWATER DISPOSAL
SYSTEM
AT
CAMP JUDAEA
ITEM DESCRIPTION PRESENT COST
1 Flow Division Facility $ 2,000.00
2 Septic Tankage, 15,000 gallons 19,500.00
3 Dosing Facility, Manifolds, piping 62,250.00
4 Drain Fields, 12,500 L.F. 125,000.00
5 Seeding, 24,500 S.Y. 10,000.00
6 Clearing, 2 AC. 10,000.00
Subtotal Construction Cost
Contingencies @ 10%
Tonal Construction Cost
Opportunity Cost of Required Land
Operating Expenses, 20 Years
Total Present Cost
$228,750.00
22,800.00
$251,550.00
N/A
$moo —�_�� 1 b, l y 0
$7 0 Z 6,$s10o0
NOTE: NO ELECTRICAL COSTS ASSOCIATED WITH THE EXISTING
TREATMENT PLANT ARE AVAILABLE, THEREFORE THESE COSTS ARE NOT
INCLUDED IN OPERATING EXPENSES. ONLY COSTS FOR CONTRACT
OPERATIONS ARE INCLUDED.
0

ITEM
1
2
3
4
5
6
7
8
OPINION OF PROBABLE COST
FOR
SPRAY IRRIGATION WASTEWATER
DISPOSAL SYSTEM
AT
CAMP JUDAEA
DESCRIPTION PRESENT COST
Aerated Flow Equalization Facility1-5-00_�19''
7,500 gallons
15,000 gpd Packaged Unit
Chlorine Contact Chamber
450,000 gallon Irrigation Pond
Irrigation Pumping Station
Irrigation System Improvements
Fencing
Standby Generator
Subtotal Construction Cost
Contingencies @ 10%
Total Construction Cost
Opportunity Cost of Required Land
Operating Expenses, 20 Years
Total Present Cost
37,500.00
3,000.00
15,000.00
20,000.00
31,200.00
21,000.00
(p51 FOR
3v,00o GPD
37, 500
3,000
�f3o1,9c)v
25, 0 V d
6z,goo
301C)C9
a 1271 �Ov ! S 5, we)
15,200.00 1�K00
$� yv, `�'7 $z aG, cry
N/A �
7-4 zz J S 3,
$221 , 100 . 00 1(04,-700 64
NOTE: NO ELECTRICAL COSTS ASSOCIATED WITH THE EXISTING
TREATMENT PLANT ARE AVAILABLE, THEREFORE THESE COSTS ARE NOT
INCLUDED IN OPERATING EXPENSES. ONLY COSTS FOR CONTRACT
OPERATIONS ARE INCLUDED.
7

ITEM
1
2
3
4
5
OPINION OF PROBABLE COST
FOR
WASTEWATER TREATMENT PLANT EXPANSION
DISPOSAL SYSTEM
AT
CAMP JUDAEA.Pet-C-1-L
DESCRIPTION
15,000 gpd Packaged Unit w/Sludge Holding
Chlorine Contact Chamber
Modification of Yard Piping
Sitework to Include Grading, Stone,Seedin
New Blower Assembly
FnLaw SpU -rr&r2
Subtotal Construction Cost
Contingencies @ 10%
Total Construction Cost
Opportunity Cost of Required Land
Operating Expenses, 20 years
Total Present Cost
8 5 0. 00
PRESENT COS
$37,500.00
3,000.00
5,000.00
5,000.00
5 , 00-0 . 00
Z, Ooo . U a
o
5.600.00 �S
$6100
N/A
$53,700.00
$114--; 8 0 0 : O-0�
NOTE: NO ELECTRICAL COSTS ASSOCIATED WITH THE EXISTING
TREATMENT PLANT ARE AVAILABLE, THEREFORE THESE COSTS ARE NOT
INCLUDED IN OPERATING EXPENSES. ONLY COSTS FOR CONTRACT
OPERATIONS ARE INCLUDED.
H.

IV. Recommendations and Conclusions
After examining the advantages and disadvantages of the
various wastewater disposal methods available to Camp Judaea,
expansion of the existing treatment plant becomes the most
desirable alternative both environmentally and economically.
Based on the fact that the plant has been properly operated
the past few years, as substantiated by public records,
expansion of the existing treatment plant would continue this
daily monitoring and observation as opposed to the operation
of a subsurface disposal system. The results of treatment
could therefore be seen. The only area that can realistically
be considered for subsurface disposal is provisionally
suitable at best and could fail prior to its estimated useful
life.
Economically, it is obvious that expansion of the existing
treatment plant is the lowest cost alternative. The other
disposal alternatives are very costly especially with regard
to the additional costs of distributing the treated effluent.
---AMPFIL7C-(R — F FO M DEG/0 LrC,, TEc?
fteSe� G!/or44A CPFe)a' k
6
11 S,odv
�, 360
1 S5, 360

Tr��ArPi �.iOT�AY� I.�IIA AMA Ia
tX I tNUtU ALKA I IUN VKUL;tbb
The contractor will furnish one (1) prefabricated sewage treatment plant and
related equipment in accordance with the plans and specifications stated herein.
The plant shall come equipped with air diffusers, air lift return sludge lines, air lift
skimmers, effluent weir trough, positive displacement blower(s) complete with
motors and controls, metal blower/ motor housings, electrical panels and all
internal piping and accessory equipment as specified herein.
The plant shall be capable of treating 15,000 gallons per day (GPD) of domestic
sewage with a 5-day SOD not to exceed 250 parts per million (PPM). The
treatment capacity shall be delivered in one (1) sections.
CONSTRUCTION:
The plant consisting of aeration tank, final settling tank and chlorine contact
chamber shall be fabricated with 1/4" steel plate joined by welding, with welds
being continuous and watertight where required. The plant shall be provided with
sufficient reinforcement stiffener members where required. The tank shall be
provided with lifting lugs welded to the tank structure. Threaded drain plugs shall
be provided at the bottom of each compartment basin and each settling tank.
The blower assembly shall be enclosed in a metal housing with hinged hood for
easy access. The complete blower assembly shall be shipped unmounted and
shall be bolted to top of treatment plant or positioned on separate concrete pad
beside treatment plant by anchor bolt. Positioning off the package treatment
plant can reduce amount of audio noise. Concrete pads are to be provided by
contractor. All necessary pipe, fittings, check valves, and flexible hose to connect
the blower to the air header shall be furnished. Complete air diffusion system
consisting of an air header and air diffuser drop -pipe assemblies shall be
furnished.
•
The aeration chamber shall have sufficient capacity to provide a minimum of 24
hour detention time based on design flow rate to the plant.
An air distribution manifold shall be installed longitudinally on one side and along
the entire length of the aeration chamber with removable diffuser assemblies
properly spaced to ensure adequate mixing and maximum oxygenation efficiency.

Each diffuser drop assembly shall include a steel drop pipe, air regulating valve
allowing air adjustment or complete shut-off, quick disconnect union for easy
removal for cleaning and regular maintenance, and a horizontal diffuser bar with
non -clog Snap -Cap Plus 5 diffusers mounted thereon at approximately 6" centers.
The air diffusion system shall be designed to distribute air evenly over the entire
length of the aeration basin to provide sufficient mixing and to provide an
adequate supply of oxygen to meet the requirements of the design sewage load.
CLARIFIER CHAMBER:
The clarifier chamber shall have sufficient capacity to provide a minimum of 4
hour detention time based on the (24) hour design flow with a maximum surface
loading rate of 200 gallons per square foot. The bottom of the clarifier chambers
shall be formed into inverted pyramidal hoppers with a flat bottom area.
The total settling volume shall include the volume of the upper 1/3 of the sludge
hoppers. The settled sludge shall be returned from the clarifier sludge hoppers to
the aeration chamber by means of an airlift sludge return system.
SLUDGE RETURN SYSTEM:
There shall be installed within each of the clarifier hoppers an airlift sludge return
system to return the settled sludge back to the aeration chamber consisting of
one (1) 3" diameter airlift sludge return piping with air regulating valve to adjust
the rate of sludge return to the aeration basin, a 1" air line supplying air to the
return, threaded disconnect union for maintenance purposes, clean out plug to
allow for easy cleaning and maintenance, and double gate valves shall be
provided on the primary sludge return to enable routine sludge wasting to the
digestor chamber.
SKIMMER RETURN SYSTEM:
There shall be installed within each clarifier chamber a positive scum return
system consisting of one (1) 2" return pipe, air regulating valve for return rate
adjustment, and adjusting skimmer. The adjusting skimmer shall be positioned
slightly below water level by means of an adjustable dresser coupling.
Air shall be supplied by means of two (2) positive displacement blowers of
sufficient size to provide a minimum of 2100 cubic feet of air per pound of BOO
(5-day) loading to the aeration chamber or 25 cfm per 1000 cubic feet of aeration
chamber volume, whichever is greatest, and have a sufficient amount of air to

operate air lift sludge and scum removal returns in clarifier chamber.
The blower/motor assemblies shall be mounted on top of the package treatment
plant in prefabricated metal blower/motor house enclosures with hinged hood for
easy access for routine maintenance and servicing.
Each blower shall be capable of delivering 300 cubic feet of air per minute (CFM)
at 5.0 psi when operating at maximum speed of 3050 rpm. Each motor shall be
at 5 Hp, 1750 rpm, 3.0 phase, 60 cycle, 230 volt totally enclosed fan cooled
motor. The motors shall be mounted on adjustable motor bases for operator
ease in servicing and adjusting V-belts.
Check valves, gate valves, intake filter silencers with wire mesh filter elements,
double belt pulleys, bushings, V-belts, flexible rubber couplings, pressure relief
valve, and associated piping are standard with each assembly.
The blowers shall be set to deliver 120 cfm at 5.0 psi, at a speed of 1621 rpm as
follows.
Aeration SOD Loading: 73 cfm (2100 cfm/ # SOD)
OR: Aeration Mixing: 100 cfm (25 cfm/1000cu.ft.)*"USE**
Air Lifting Returns: 20 cfm (10 cfm/return)
120.0 cfm
ELECTRICAL CONTROL PANEL:
A complete pre -wired duplex motor electrical control panel shall be mounted in
Nema 4 (X) weatherproof metal enclosure. The electrical system will consist of
circuit breakers, motor starters, heaters, timeclock, hand -off -automatic selector
switches, and associated wiring. The panel shall be wired for 230 volts, 3.0
phase.
All wiring and conduit required between the treatment plant electrical control
enclosure and the electrical power service shall be furnished and installed by
electrical contractor. Conduit and wiring between plant control panel and motors
and accessory equipment shall be furnished by the manufacturer and installed by
the contractor.
SERVICE GRATING & HANDRAILING:
There shall be galvanized grip strut grating with handrails to cover the walkway
between the aeration tank and clarifier. The panels shall be positioned to provide
operator safe access to service all phases of operation.

1 4
The grating panels shall consist of one piece of skid/slip resistant steel plank. All
grating shall consist of 18 gauge pregalvanized steel. Each grating panel shall be
a 11-3/4" surface width with a 2" rib depth. Each panel shall have a safe uniform
load capacity of not less than 80 pounds per square foot.
CATHODIC PROTECTION:
Pour (4) magnesium anodes shall be supplied to provide rust protection for steel
tankage. The anodes shall be buried on the sides of the tank and connected to
the plant by heavy copper wire to connect to lugs on the steel vessel. Copper
wire shall be supplied by the manufacturer.
9.1w, itI"
The treatment plant shall be cleaned and painted with a coal tar epoxy to provide
long lasting protection to the facility under normal conditions.
All rust, dust, mill scale, and other contaminants shall be removed prior to
painting by means of sand blasting, wire brushing, etc.. All steel surfaces shall
be painted by two (2) coats of coal tar epoxy paint.
START-UP SERVICE:
After installation is completed by the contractor, a representative of the
manufacturer will schedule a visit to the facility and instruct the owners
representative in the operation and proper maintenance of the sewage
treatment plant.
Completed installation includes backfill, power supply hook up, and filling of
plant with either water or sewage.
The manufacturer shall provide the owner with Operation & Maintenance
Manuals prior to start-up.
GUARANTEE:
The manufacturer of the sewage treatment plant shall guarantee that all
equipment shall be free from defective materials or workmanship for a (12)
twelve month period from date of shipment. The manufacturer shall replace any
parts proven defective during the guarantee period.
This guarantee will not cover material normally consumed during service such
as belts, oil, grease, filters, packing, seals, etc.

FLOW EQUALIZATION
OPERATING CONDITIONS:
The flow equalization basin shall be capable of equalizing 30,000 gallons per
day (GPD) of domestic sewage. The flow equalization basin shall consist of a
7,500 gallon steel fabricated tank, dual surge pumps, duplex surge pump control
panel, flow regulating pipework and splitter box, air header and air diffuser.
EQUALIZATION CHAMBER:
The equalization chamber shall have a sufficient capacity to provide a minimum
of 25% working volume on design flow of 30,0 gallons per day (GPD). The
flow equalization shall consist of duplex urge "amps regulated by mercury float
switches mounted inside the chamber that respond to flow requirements
throughout daily operation of the system.
The equalization chamber shall be fabricated with 1/4" steel plate joined by
welding, with welds being continuous and watertight where required. The plant
shall be provided with sufficient reinforcement stiffener members where
required. The tank shall be provided with lifting lugs welded to the tank
structure. Threaded drain plugs shall be provided at the bottom of each
compartment basin and each settling tank.
An air distribution manifold shall be installed longitudinally on one side of the
equalization chamber with removable diffuser assemblies properly spaced to
ensure adequate mixing and maximum oxygenation efficiency.
EQUALIZATION DIFFUSER DROPS AND ASSEMBLIES:
Each diffuser drop assembly shall include a steel drop pipe, air regulating valve
allowing air adjustment or complete shut-off, quick disconnect union for easy
removal for cleaning and regular maintenance, and horizontal diffuser bars with
non -clog Snap -Cap Plus 5 mounted thereon at approximately 6" centers. The
air diffuser system shall be designed to distribute air evenly over the entire
length of the flow equalization basin to provide sufficient mixing.

FLOW REGULATING PIPEWORK:
The flow equalization chamber shall be equipped with flow regulating pipewor k
and splitter box to enable consistent flow to be introduced to the secondary
treatment units.
The flow regulating piping and splitter box shall consist of piping from the pumps
to the splitter box which is equipped with a 30 degree V-notch weir and overflow
to enable a consistent amount of flow, approximately 10.4 gpm to be introduced
into each of the secondary treatment units. The pumps shall operate on a lead -
lag basis.
ELECTRICAL CONTROL PANEL:
A complete pre -wired duplex motor control panel shall be mounted in Nema 4
(X) weatherproof metal enclosure. The electrical system will consist of circuit
breakers, motor starters, heaters, timeclock, hand -off -automatic selector
switches, and associated wiring. The panel shall be wired for 230 volt three
phase.
All wiring and conduit required between the flow equalization basins electrical
control and the electric service shall be furnished and installed by an electrical
contractor. Conduit and wiring between plant control panel and motors and
accessory equipment shall be furnished by the manufacturer and installed by the
contractor.
START-UP SERVICE:
After installation is completed by the contractor, a representative of the
contractor will schedule a visit to the facility and instruct the owners
representative in the operation and proper maintenance of the flow equalization
basin.
Completed installation includes backfill, power supply hookup, and filling of
basin with either water or sewage.
The manufacturer shall provide the owner with Operation and Maintenance
Manuals prior to start-up.

GUARANTEE:
The contractor of the flog equalization basin shall guarantee that all equipment
shall be free from defective materials or workmanship for a twelve (12) month
period from date of shipment. The contractor shall replace any parts proven
defective during the guarantee period.
This guarantee shall not cover materials normally consumed during service such
as belts, oil, grease, filters, packing, seals, etc.

e
LEDFORD ENGINEERING INCORPORATED
Consultina Enaineers
December 10, 1992
Mr. Paul White, PE
NCDEHNR
59 Woodfin Place
Asheville, NC 28801
Subject: Permit Modification Request - expansion to
0.030 mgd
Camp Judaea
NPDES NCO033430
Henderson County
Dear Mr. White:
i
ox 17
Asheville, NC 28802
(704) 255=7596
In response t-o your memorandum dated November 20, 1992
regarding the subject project, we offer the following:
SUBSURFACE DISPOSAL
1. Please note that the 6.9 acres includes repair area. The
original system would most likely consist of four individual
fields each having ten rows of 320 linear feet of perforated
corrugated plastic drain tile. Each 320 foot line would also
be split in half following NCDEHNR guidelines. Including
minimum buffers, each of the four fields would have
approximate dimensions of 360'x 100'.
2. A low pressure system drainfield would.require
approximately 4 acres. This system would consist of
approximately 12,000 linear feet of 2-inch drains and would
have to be split into four individually dosed fields.. The
construction cost estimate for this alternative would be as
follows:
Item
Description
Present Cost
1.
Flow division facility
$2,000.00
2.
Septic Tankage, 15,000 gal
19,500.00
3.
Dosing Facility, manifold,
piping
62,250.00
4.
Drainfields, 12,000 LF
84,000.00
5.
Seeding, 16,000 SY
6,500.00
6.
Clearing, 1 AC
5,060.00
Subtotal Const. Cost
P
$179,250.00
10% Contingencies
$17,900.00
Total Const. Cost $197,150.00

Mr. Paul White
December 10, 1992
page 2
3. Attached please find a copy of an estimate for a precast
concrete septic tank. Please note that given recent OSHA
regulations and the fact a crane would be required, $5,000.00
is a reasonable expected installation fee.
4. After further review with the camp's current contract
operator the adjusted anticipated present cost operating
expense, excluding electrical cost, would be approximately
$16,140.00. This expense is based on a monthly inspection
and preventative maintenance visit to the facility.
SPRAY IRRIGATION
1. No design requirements for non-public access areas are
addressed in 15 NCAC 2H .0200 so we based our work on those
requirements for public access areas. With regard to your
comment, it appears that flow equalization and the generator
could be deleted thusly making the total construction cost
estimate $140,470.00.
2. Under item 6, in our estimate, please note the following
breakdown:
42 spray head assemblies @ $100 each or $4,200.00
3,000 LF 3-inch pressure line @ $5.00
per linear foot or $15,000.00
7 control valves @ $85 each or $600.00
7 station control monitor @ $1,500 or $1,500.00
1,800 LF 4-inch pressure line @ $5.50
per linear foot or $9,900.00
Item 6 total $31,200.00
3. After further discussion with the current operator, an
addition of $150 per month to the current contract would not
be unreasonable to also operate a spray irrigation system,
thusly increasing the present operating cost by $24,220.00.
WASTEWATER TREATMENT PLANT EXTENSION
1. A dechlorination facility for this plant would consist of
a tablet feed system at the plant's outfall. The approximate
cost of this facility would be an additional $850.00.
2. Flow equalization would help protect the plant for a
spray irrigation system as well. However in that alternative
the comments inferred such a facility could be deleted. Flow
equalization (aerated) would assist in proper operation of

Mr. Paul White
December 10, 1992
page 3
the plant and if required by NCDEHNR would add approximately
$12,500.00 to the construction cost estimate.
3. After further discussions with the current operator, an
addition of $330 per month would not be unreasonable to the
current contract thusly increasing the present operating cost
by $53,270.00.
4. A sand filter system would consist of 15,000 gallons of
septic tankage, a dosing facility, a 5,000 square foot
recirculating sand filter, and a chlorination/dechlorination
facility. The cost estimate for this alternative would be as
follows:
Item
Description
Present Cost
1.
Septic Tankage, 15;000 gal
$19,500.00
2.
Dosing Facility
15,000.00
3.
Sand Filter
54,220.00
4.
Flow Splitter
2,000.00
5.
Chlor./Dechlor. Facility
3,850.00
6.
Yard Piping
5,000.00
7.
Sitework
5,000.00
Subtotal Const. Cost
Contingencies @ 10%
$104,570.00
10,460.00
Total Const. Cost $115,030.00
Discussions with the current operator indicate the addition
of a sand filter would increase their operations by $250 per
month resulting in an additional present operating cost of
$40,360.00.
We hope this additional information will assist in your
review of the subject project and in the meantime should you
have any questions or need additional information please let
us know.
Sincerely
A�kq'
Mark T. Ledfo d, PE
cc: Mr. Jule Shanklin

a
�v
MEMBER
P.O. BOX 58659 / RALEIGH, NORTH CAROLINA 27668 / PHONE (919) 87fr8600
FACSIMILE TRANSMISSION
DATE: .-z- 91-- ----
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TOTAL NUMBER OF PAGES INCLUDING THIS SHEET
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RECEPTION OF THIS TRANSMISSION, PLEASE CALL:
[phone]
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ADDITIONAL COMMENTS:

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I ME
State of North Carolina
Department .of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
November 20, 1992
MEMORANDUM
TO: Jule Shanklin
Permits and Engineering
THROUGH: Forrest R. Westall
Water Quality Regi n pervisor
JIB �
FROM: Paul R. White, P. E.� l
Environmental Engineer
SUBJECT: Permit modification request - expansion
Camp Judea
NPDES Permit Number NCO033430
Henderson County
Ann B. Orr
Regional Manager
to 0.030 mgd
Additional information is needed prior to a recommendation being
made from the Asheville Regional Office concerning modifying the Camp
Judea permit to double the flow limit to 0.030 mgd. The comparison of
alternatives was made on the basis of an additional 0.015 mgd
treatment capacity as opposed to evaluating alternatives for the total
0.030 mgd flow. It is reasonable that unit costs would be lower
considering the larger capacity and this might affect the analysis.
Also, with the non -discharging options, there would be, some cost
savings due to the avoidance of maintaining the discharge permit. In
the case of a subsurface system, operational costs associated with an
activated sludge plant and the salvage value of the existing system
should be considered.
The following comments and requests are made concerning the
economic analysis of the alternatives:
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Jule Shanklin
Memorandum
November 20, 1992
Page Two
SUBSURFACE DISPOSAL
1. Based on an area required of 6.9 acres and a length of
drains of 12,500 feet, this computes to an average spacing of
about 24 feet. This seems to be excessive, even accounting for
the additional space required for distribution boxes and
manifolds.
2. A low pressure pipe system should be evaluated. This would
decrease the cost of the drain field installation, clearing, and
seeding.
3. Please provide justification for the $19,500 cost for the
15,OOO.gallon septic tank.
4. The basis for the operating expenses for the subsurface system
should be given. The operating expenses for the subsurface system
would be expected to be less than for an activated sludge plant.
SPRAY IRRIGATION
1. The need for the aerated flow equalization facility and
standby generator should be justified. If the spray irrigation
field would be fenced from public access, the required degree of
treatment and reliability would be less for spray irrigation than
for direct discharge.
2. Unit prices and quantities should be given where possible to
better evaluate the basis of the cost estimate.
3. The basis for the operating expenses should be given.
WASTEWATER TREATMENT PLANT EXPANSION
1. Indications are that when the discharge permit is renewed or
modified, additional effluent limitations of fecal coliform,
chlorine, and ammonia nitrogen will be added. Chlorination was
addressed in the estimate and ammonia nitrogen is not expected to
be a problem with extended aeration, however, dechlorination
facilities should be included in the cost estimate.:
2. Equalization of flow should be included in order to protect
the activated sludge plant from hydraulic surges.
3. The basis for the operating expenses'should be given. This
should include operations, monitoring, and analyses which are
expected to be required by the permit. Upon modification, the

P
Jule Shanklin
Memorandum
November 20, 1992
Page Three
classification of the activated sludge facility is expected to go
to a Class II, which will require daily visits by the operator in
responsible charge.
4. A septic tank and surface sand filter should be evaluated as
an alternative. Serious consideration should be given to this
type of treatment if a discharging system is selected due to the
simplicity of operation and the decreased tendency toward upsets
due to fluctuating hydraulic loads. In addition, this would
avoid the necessity for seeding an activated sludge plant and the
associated problems with operation during this start-up period.
If you would like to discuss this in more detail, please give me
a call.
xc: Mark Ledford, P. E.

FILECOPY r Michael F. Easley,Governor
�oF WAT�9P
William G. Ross Jr.- Secretary
11 North Carolina Department of Environment and Natural Resources
Cl).
Coleen H. Sullins, Director
U `C Division of Water Quality
i
Asheville Regional Office
December 31, 2008
Ms. Karen Eisler
Camp Judaea, Inc.
2700 NE Expressway C-500
Atlanta, Georgia 30345
°Subject: Permit No. WQ0033707
Camp Judaea, Inc. .
Phase 1
Wastewater Collection System Extension
Henderson County
Dear Ms. Eisler:
In accordance with your application received on December 17, 2008 we areforwarding herewith
Permit ,No. WQ0033707, dated December 31, 2008, to Camp Judaea Inc. for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Roy Davis a copy of the "notice to proceed" issued to your contractor for this
collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division' of Water Quality's (Division) Gravity Sevuer Minimum Design
Criteria adopted a ruary as app Ica e; an a ivision s Mmimum eslgn dti e�l'a—fb"h�
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper
NorthCarolina
Nati mally

Camp Judaea, Inc. December 31, 2008Y Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Camp Judaea, Inc. to construct and operate approximately 1,300 linear feet of 8-inch
diameter gravity sewer to serve Phase 1 and the discharge of the collected domestic wastewater into
Camp Judaea's existing sewerage system, pursuant to the application received on December 17, 2008
and in conformity with 15A NCAC 2T.0305; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Camp Judaea
Wastewater Treatment Facility (Permit No. NC0033430) prior to being discharged into the receiving
stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If. you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Coleen Sullins, Director
Division of Water Quality
cc: enderson County Building Inspector
Surface'1Nater P�ote'c�f�(�/�TF�Per sr� t�No NCr303'�)
Edward R. Burke, PE
Surface Water Protection Section Central Files
PERCS Files
G:\WPDATA\DEMWQ\Henderson\33430 Camp Judaea\WQ0033707-Camp Judaea -Phase 1.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES:.
CAMP JUDAEA, INC.
PHASE 1
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0033707
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This 'permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1.5A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump "Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 1.5A NCAC 2T
.0403:
a. The sewer system shall be effective ly.,m a i ntai ned and operated at sll times . to prevent .
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213.0200.
b. A map of the sewer system shall be developed and shall be actively -maintained.
c. An operation and maintenance plan shall be developed and implemented."
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days Der .vear). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
tl
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate' Division regional office in
accordance with 15A NCAC 2B .0506(a), .and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No W00033707 Camp Judaea, Inc, Phase 1, Henderson County, December 31, 2008
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
Y copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this project
is to be completed in phases and partially certified, you shall retain the responsibility to track
further construction approved under the same permit, . and shall provide a final certificate of
completion once the entire, project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617..
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail Jo perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number {828) 296-4500, as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No W00033707, Camp Judaea; Inc Phase 1. Henderson County, December 31, 2008
a. Any process unit failure, due to known or unknown reasons, that renders :the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
t,
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not b'e considered as the
initial verbal report. Overflows and spills occurring outside normal business;; hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill 'report by completing
Part I of Form CS-SSO'(or the most current Division approved form), within five days following -first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 31st day of December, 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- � n
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033707

Permit No W00033707, Camp Judaea, Inc Phase 1 Henderson County, December 31 2008
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
1,300 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
o supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as. part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation- have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial , ❑ Final
l , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12', 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

F WA.,C'! PY1NQ0033707
�O _ _ ---- -
DEC 1 7 2008 0ent of Environment and Natural,Resources
f3 3+'76 / Division of Water Quality
WATER QUALITY SECTION. FAST -TRACK APPLICATION
ASHEVILLE REGIONAL OFFICE (FTA I2/07 Ver5)
� _for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems, are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items'will lead to your application
being returned as incomplete. Forms are available from the web site orby calling the Regional Office serving your county:
h_/ttp:,//h2o. enr. sta te. nc. us/peres/Collection %20Systems/Collection SystemApplications. html
OK A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design ,(i.e. system and/or
pump station to ultimately serve 500' homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. -adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do hot duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items ddressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(131
Separate apDlications should be made for non-contiguous sewer systems
dB. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days;'of application submittal:
C. Certificates of Public Convenience and Necessity - If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter fromthe North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application,
N/D. Operational Agreements — Submit one original and two copies of a properly executedl,operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a.private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED,
V—' Downstream Sewer, WWTF Capacity and Flow Yrackin /Acde tance —
9 p FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has, been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WVVrF, if different. The flow acceptance indicated in
FORM FTSE-10107 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a)'. Intergovernmental agreements or other contracts. will not be
� accepted in lieu of project -specific FTSE 10/07.
R F Map —Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to.identify the
entire project area and the closest surface waters. Each map or maps must show thelocation of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/05

D G. Stream Classifications - itershad C11-ggRfira,}Aenrn a*ne-h m"* yre—'
sewer system project is within 100 feet of any surface water or wetlands, the Watersn®d Classification Attachment
may need to be completed. A variance, must be requested for encroachment within 'required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-1,3'with supporting documentation/justification provided.
Environmental Assessments — If this
project is subject to an Environmental Assessment (EA) [15A IdCfi►C
`iC], this application cannot be used. Send the project application on the .most current version of Form
SFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS).
has been issued. A copy is to be submitted with that permit application.
I. 'Flog Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate'l,in B(12) and give the permit
number of the second treatment facility.
pi/J., Certifications — Section C
The application must be certified by both the applicant andthe design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design ;;Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, .INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REG90NAL OFFICE
ADDRESS
COUNTIES SERVE®
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, i 3urke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk;
[phone] Fax
Rutherford, Swain,!Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgornery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
,Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham,;;Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 7914200
Northampton, Orange, Person, Vance, Wake,.
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mail
Beaufort, Bertie, Camden, Chowan, Craven,
Washington,' North Carolina 27889
Curdtuck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Fender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at.
http://h2o.enrstate.nc.uslperesICol/ection%2OSystemsICollectionSysteMsHol ie.htmi
or contact the regional Office serving your count
h:
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Application Number. _: W Q 0 0�3 3 71
(to be completed by DWQ',
'9. Owner/Permittee:
�
11a. Camp Judaea, Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
11b. Karen Eisler
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
B
j1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ® Private Partnership ❑ Corporation ❑ Other (specify
0
'1d. 2700 NE Expressway C-500
11e. Atlanta
LL
Mailing Address
City
K
;1f. Georgia
1g. 30345
Z
0
State
i Zip Code
;1 h. 404-634-7887
Iq
' Telephone ; Facsimile
E-mail
2. Proiect (Facility) Information:
..I
i2a. Camp Judaea Phase I
2b. Henderson
ill
Brief Project Name (permit will refer to this name)
i County Where Project is Located
0 Contact Person:
---- -- --- - --
i3a. Ted Burke, PE —Cavanaugh & Associates, PA - Engineer
,Name and Affiliation of Someone Who Can Answer Questions About this Application
,3b. 828-255-7596
3c.
Phone Number
E-mail a
1. Project is ® New ❑ Modification (of an existing permit)
If Modification, Permit No.:
0
Q
0
IUL
W
a
Fi if
2. Uwner is LJ Public (skip to Item B(3)) ®Private (go to Item 2(a))
,2a. If private, applicant .will be: 2b. If sold, facilities owned by a (must choose one
® Retaining Ownership (i.e. store, church, single office, etc.) or j ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) i
3. _Camp Judaea, Inc.
i Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
.4a. Camp Judaea, Inc. 4b. NCO033430
Name of WWTF WWTF Permit No.
.5a. Camp Judaea 5b. 8" ® Gravity 5c. N/A
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
,6. The origin of this wastewater is (check all that aimlft
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
® Other (specify):Camp
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8. If the perm!tted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in.subsequenf perriVts fliiat"coririect'fo this line
® Flow has already been allocated in Permit No. N/A
❑ Rehabilitation or replacement of existing sewer Wth no new flow e . �se Y 1`5A=N777
03-to-determine if a
permit is required) 7 f�LLS, VV�� L
U DEC 1 7 2008 I .
I FT.
WATER QUALITY SECTION'
ASHEVILLE REGIONAL OFFICE
)T'

LOr
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 6(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 1300 Gravity Sewer
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID -- — --- (self chosen - as shown on plans/map for reference)
Design Flow Operational Point, Power Reliability Option
(MGD) GPM @TDH - permanent generator w/ATS; . Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point:
(MGD) GPM @TDH -Permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
- - - - —
Design Flow Power Reliability Option - - -
Operational Point'
(MGD) GPM @TDH1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. Have C-le f011010119 permits `' _1c2tions been sub M'ftted for approval for the syE .'or projec& to be served?
Wetland/Stream"Crossings - General Permit or 401 Certification? 0 Yes El No 0 NiA
Sedimentafion and Erosion Control Plan? Yes, El No [I N/A
Stormwater? Fl Yes 0 No 0 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 involve aerlaijines, siphons, or interference
manholes)? These fines will be considered high priority and must be checked once evcry six months
Check if Yes: E] and provide details
1. Owne . r/Permittee's Certification: (Signature of Signing Official and Project Name)
Eisler attest that this application r Ca Pa Phase has been reviewed
by nice and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application
are not completed and that if all required supporting documentation and attachments are not included, this applicatfon
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certificatfon in any
application shall be guilty of a Class 2 misdemeanor, which may include a rrne not to exceed $ 0 0 w as c
Kav I in f- ce 1 00 as well civil
penalties up to -5 000 pDr, violation.
'0
i�Kqning 06ici I Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMP ' LETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMIT'
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T.6305
z
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Edward X -Burke. PE e nc. has been' reviewed by me and is
attest that this application for Camp .Judaea I
LL accurate, complete and consistent with the information in the engineering plans, calculations,..and all other supporting
documentation to the best of my knowledge. i further attest that to the best of my knowledge the proposed design has
been prepared in accordance whh the applicable regulations, Gravity Sewer Minimum Design iCriteria for Gravity Sewers
LLI adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
(^) Mains adopted June 1, 2000 and the watershed classification in accordance with Division juidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that / have reviewed this material and have judged it to be consistent with the proposed design
Note. In accordance vidth NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdem" eanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25, 000 per violation.
2a. Edward _k..Burke, PE
Professional Engineer Name
2b. Cavanaugh & Associates , P.A.
Engineering Firm
2c, 1200 Centrepark Drive Suite 100
-Mailing Address, I
2d. Asheville _2e. NC 2f. -28805
City State Zip
2g. 828-255-759% 2h. 828-255-0770 21. tburke@cavanaughsolutions
Telephone Facsimile. il . Carl

CAVANAU G H
Solutions through integrity and partnership -
December 12, 2066
Division --of Water Quality
9090 U.S. Hi9 hway 70
Swannanoa., NC 287-79
Atfn*. Roy,PaVis
Re: Camp 4udapa Phase .1 Development Henderson County; North Carolina
Dear Mr: Davis:.
Cavanaugh & Associates, O.A. (CA) on behalf of Camp Judaea Inc, hereby submits the
9 s _s
following . . application
I . ication to NCDENR - Division of Water duality for 'review of . the Fast . Track ,
Application for Gravity Sewers, Pump Stations, and Force Mains. The subject project it, located
in Henderson County, North Carolina.
As you May recall from our conversation a cloupi 6 weeks ago, this project's purpose is to
provide new sewer to four- new cabins that are being constructed and to provide the basic
sanitary sower infrastructure for future_p6eises of re -development. - eV61opmbrit. The .cabins that are to be
.0. - '­ '01
constructed in this phase of development will replace old and inadequate lodging for campers.
Thereforej .. this project seeks no additional flow as the camp capacity will not
Ot increase. We
spoke specifically 'p permit applibation. We
pecifica ly about -the existing infrastructure as pertains to the er
were notable to identify the exisitin
collection
system's permit number. The proposed posed system
9
will fie into the manhole that is directly, c m connected to the treatment ent plant. (WWTP).
The WWr.Pis owned by Own-Judaea,_1 I'll 'I. J NC6033430-
Inc. . ts permit is
To facilitate -your -review of the enclosed documentation, the following js; an itemized
breakdown.
1. A check in -the amount of $480.00 to satisfy the fast -track review fee, made payable to
`NC PENR-DWO'.
2. TWb (2) copies of -the Fast, Track Application (FTA 12/07 ver5).
3. Two -(2) copies of the Operational Agreement.
4. Two (9) copies of a'USGS color Map identjfyjh project -area.
5. Two (2) copies of Stream fflaters ed Classification Attachment.
Please- do not hesitate to contact our office should you.,have._zpoy questions, cornments. or-..
require any additional information.
Regards,
CAVAN & AS CIATES, P.A.
Edwa d "Ted" Burkei,, P.E.
Attachments
D EbNWE_1
11DEC 17 2008 1
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
,c.c: Karen Eider, Chair, Camp judetoa, Inc.

C-16-2008 03:09P FROM:CCE LYNDA SPIRACOS 828-685-1111 TO:18282550770
Whitewater Environmental
SERVICE AGREEMENT
CLIENT BILLING NAME:
CLIENT BILLING ADDRESS:
CITY, STATE, ZIP CODE:
CLIENT CONTACTS:
TELEPHONE/FAX:
SERVICE LOCATION:
SERVICE ADDRESS:
CITY, STATE, ZIP CODE:
TELEPHONE/FAX:
CAMPJUDAEA
2700 NORTHEAST EXPRESSWAY SUITE C500
ATLANTA,'GA 30345
JOHN SPIRACOS
800-788-1567 Fax: [phone]
CAMPJUDAEA
49 CAMP JUDAEA LANE
HENDERSONVILLE, NC 28792
828-685-2488 Fax:
P.1
WASTEWATER ENVIRONMENTAL AGREES TO PROVIDE AND THE CLIENT AGREES; TO ACCEPT THE
FOLLOWING SERVICES AT THE CHARGES AND FREQUENCY OF VISITS INDICATED BELOW SUBJECT TO
THE TERMS AND CONDITIONS SPECIFIED BELOW.
EFFECTIVE DATE: 3-1-06 RENEWAL: Annually
SCOPE OF SERVICES
THIS AGREEMENT PROVIDES FOR THE STANDARD MONTHLY MINIMUM OPERATIONS SERVICES
(as required by the applicable State of North Carolina regulatory agency(s), AS INDICATED BELOW:
XWATER— WELL OPERATION 2 WELLS MONTHLY CHARGE
X . MONITOR DISTRIBUTION SYSTEM MONTHLY CHARGE Included
WATER PUMP STATION OPERATIONS STATIONS MONTHLY CHARGE
X WASTEWATER PLANYOPERATIONS 1 MONTHLY CHARGE W.
SEWER LIFT STATION OPERATIONS STATIONS MONTHLY CHARGE
X GRADE 1- COLLECTION SYSTEM MONTHLY CHARGE Include
TOTAL BASIC MONTHLY CHARGE IN SEASON -
TOTAL BASIC MONTHLY CHARGE OFF SEASON -
TOTAL MONTHLY AVERAGE INCLUDING'
OPERATIONS; LABORATORY AND CHEMICALS -
I,
X REQUIRED FIELD TESTS MONTHLY CHARGE Include
X SAMPLE COLLECTION MONTHLY CHARGE Included
11
X ROUTINE REGULATORY REPORTS MONTHLY CHARGE Included
X ROUTINE MECHANICAL EQUIPMENT CHECK MONTHLY CHARGE Included
X
LAB ANALYSIS
AS REQUIRED
Per Page 6
X
CHEMICALS, MATERIALS & SUPPLIES
AS NEEDED c
Per Page 66
X
SLUDGE HAULING AND DISPOSAL
AS NEEDED.:
Per Contractor
X
MECHANICAL EQUIPMENT.,Service/Repair/Replacement
AS NEEDED
Per Contractor
X
EMERGENCY SERVICES-24 hr. on call
AS NEEDED
Per Contractor
X
OTHER AS REQUESTED
Annual Performance Report (Wastewater System Annual Requirement)
NOTE: A COPY OF ALL APPLICABLE PERMITS MUST BE ATTACHED TO THIS AGREEMENT.
I
Received Time Dec..16. -2008 3:23PM No, 0281

DEC-16-2008 03:09P FROM:CCE LYNDA SPIRACOS 828-685-1111 T0:18282550770
P.2
COMPLIANCE HISTORY/PROBLEMS
PERMIT :REQUIRED VISITS
ONE DAY/WEEK WW PLANT CLASS lT
_ THREE NON-CONSECUTIVE DAYS/WEEK PERMITTED FLOW 0.030', MGD
X FIVE DAYS PER WEEK (IN SEASON) LOCATIONS (County) HENDERSON
X TWICE /MONTHLY .(OFF SEASON)
FIVE DAYS PER WEEK & 2 WEEKEND VISITS
CLIENT REQUIRED VISITS/SERVICE
WEEKENDS AND HOLIDAYS
_ ALL
AS NEEDED
STATEMENT
INVOWE
SPECIAL INSTRUCTIONS
The Operator-in-Responsible-Chargg (ORC) is to maintain good communications with Owner at all times. ORC will notify
Owner promptly if abnormal conditions are found.
NCDENR makes provision for an .Operator to exclude a required daily inspection event if conditions are present that,may
cause harm or injury to the operator. Adverse weather conditions are an example. ORC may invoke this provision as
conditions warrant. This decision to exclude is solely at the discretion ofthe Operator.
THE TERMS AND CONDITIONS ATTACHED ARE PART OF THE .AGREEMENT.
TEWATBR ENVIRONMENT
K in C. White
Date
CLIENT
Ailthorized. Signature
Date'
Received Time D.ec..16. 2008 3:23PM No, 0281

utU-1b-EUWU 06:0JP FROM:CCE LYNDA SPIRACOS 828-685-1111 T0:18282550770 P.3
DEFIN1TlONS
TERMS AND CONDITIONS OF SERVICE AGREEMENT
'
Water Plant Operations/Wastewater Plant Operations means meeting the staffmg requirements for water and
wastewater treatment plants as defined by North Carolina Administrative code Title 15A Subchapter 18c, Rules
Governing Public Water Systems, as amended and for wastewater systems as contained in the National Pollutant
Discharge Elimination System (NPDES) Permit for the systems.
Pumn/Lift Station Operations means periodic monitoring and preventive maintenance of water pump and/or
wastewater lift stations described on the face of this agreement. Maintenance of any pump station/lift station with
confined space requirements is not included in this Agreement.
Repair Services means a maintenance specialist will be on call 24 hours a day to handle emergency needs.
Facilities means those wastewater treatment/water treatment facilities and/or pump/lift stations described on the face of
this agreement.
Required Field Test means analytical tests as required that are performed at the plant by the!"operator on -site.
Required Laboratory Analysis means analytical tests as required by the Rules Governing Public Water Systems or the
system=s NPDES permit that are performed in a laboratory certified by applicable North C rolina Regulatory Agency.
Composite Sampling means a single continuous sample collected over a 24-hour period.
Regulatory Reports means logs and monthly operating reports as required by Rules Governing Public Water Systems
or NPDES permit.
.Mechanical .Equipment Check means the periodic check of equipment located at the facility by the operator.
Monitoring Well Sampling/Analvsis means groundwater sampling and laboratory analysis as may be required to
determine compliance with the applicable permits.
Industrial Waste means compliance with the sampling and laboratory analysis as may be required to determine
compliance with the applicable permits.
Sludge Hauling and Disposal means the removal and disposal of liquid waste and sludge from the facility.
Sludge Analysis means analytical test of wastewater plant liquid waste and sludge as required by applicable North
Carolina Regulatory Agency.
Upkeep means the facilities will be kept clean, swept, and all trash removed.
Emergency Services means Whitewater Environmental has staff on -call to respond to situations 24 hrs. /day, 7
days/week.
Other means any other requirement, service, sampling or analysis as described on the face of this agreement..
ORC means Operator -in -Responsible -Charge.
TERM OF AGREEMENT: The tern of this agreement,shall be for one (1) year from the effective date, and shall be
automatically renewed for one year terms thereafter provided, however, that either party may terminate this agreement after
giving notice, in writing, to the other at least thirty (30) days prior to termination. Whitewater Environmental may
immediately terminate this agreement by notice of non-payment or if the client unreasonably refuses to take preventive or
corrective action recommended by Whitewater Environmental to keep the Facility in compliance with all laws, regulations
and permits. Whitewater Environmentalwill notify the client of such action by certified mail to customers at last known
address.
Received Time Dec.16, 2008 3:23PM No,02.81

utc:-1b-E0W8 b,3:b5P FROM:CCE LYNDA SPIRACOS 828-685-1111 T0:18282550770 P.4
CONDITIONS OF SERVICE
CLIENT REPRESENTATIONS: The Client hereby represents and warrants the following that shall
constitute the basis for and a term of this Service Agreement.
1. The Client holds all necessary permits and licenses, all of which are current':and in good standing,
for the operation of the Facilities, including but not limited to current and valid operation permit(s)
issued by applicable North Carolina Regulatory Agency.
2. The Facilities are currently in compliance with the applicable permit(s), all other applicable
permits and licenses, and all applicable laws, statutes, ordinances, rules and"regulations, and are
not the subject of any pending notices of violation, consent orders, citations; claims or litigation
unless otherwise stated on the face of this agreement.
3. Knowingly, influent wastewater or sludge generated at any Wastewater Facilities will not contain
any hazardous, toxic or radioactive wastes or substances,, as those terms are 'defined by applicable
federal, state or local laws, statutes, ordinances, rules or regulations.
4. The Client has revealed and supplied all relevant information regarding these facilities.
WHITEWATER ENVIRONMENTAL: Whitewater Environmental hereby represents and
warrants the following that shall constitute the material basis for and a term of this Agreement.
1. Whitewater Environmental shall efficiently operate and maintain the Facilities in accordance with
generally accepted standards of the industry and in accordancelwith applicable federal, state and
local laws, statutes, ordinances, rules and regulations.
2. Whitewater Environmental and representatives have the requisite skill, ability and knowledge to
operate and maintain the Facilities in accordance with generally accepted standards of the industry
and in accordance with applicable federal, state and local laws, statutes, ordinances, rules and
regulations.
3. Whitewater Environmental and representatives are responsible for operation`!and maintenance of
the Facilities and have the necessary state certification as required by the applicable North
Carolina Regulatory Agency and. will produce copies of same to the client.
SLUDGE HAULING AND DISPOSAL: Whitewater Environmental shall employ, for the disposal of
liquid waste and sludge that is generated by the Facility, a properly permitted, licensed and qualified,
disposer and disposal facility. The Client shall remain responsible for meeting all state laws and
regulations governing the disposal of liquid waste, sludge, grit and screenings.
CHARGES AND PAYMENT: The client shall pay Whitewater Environmental 'for the services
provided by Whitewater Environmental not shown on the face of this agreement in'accordance with the
following charges:
1. Services, materials and supplies requiring pickup and/or delivery to and/or from site,
(Ex: Lab samples and analysis, chemicals, etc). Per page 6.
MONTHLY CHARGES INCLUDE ONE WAY DRIVING TIME.
The charges shown on the face of this agreement DO NOT include:
1. Replacement or repair of equipment at the Facilities other than routine adjustments.
2. Chemicals required for operations.
3. Capital Improvements.
4
Received Time Dec. 16. 2008 3:23PM No.,0781.

DEC-16-2008 03:10P FROM:CCE LYNDA SPIRACOS 828-685-1111
TO:18282550770 P.5
u
4. Water distribution/sewer collection line maintenance or repair.
5. Special monitoring required and/or any other permit condition imposed and/or required by any
Regulatory agency.
The Client shall be responsible to pay the Whitewater Environmental for any and all services,
materials, supplies and/or rentals provided by Whitewater Environmental at the cost quoted for these
services, materials and/or rentals by the %itewater Environmental. All parts, equipment and
chemicals furnished by Whitewater'Environmental, will be billed to the Client atiprevailing market
rates.
TERMS: The Client shall make payment not later than fifteen (15) days following the service. In the
event that any payment is not made when due; Whitewater Environmental, at its''sole option, may, at
any time, terminate the agreement on notice to Client and recover any Whitewater Environmental
furnished equipment on the premises of the Client. Whitewater Environmental may impose, and the
Client agrees to pay interest on any outstanding principal sum due Whitewater Environmental, from
such time due until paid, at the highest rate allowable under the law. Failure to exercise this option
shall not constitute a waiver of the right to exercise the same in the event of any subsequent default.
ADJUSTMENTS TO SCHEDULE OF CHARGES: The Schedule of Charges may be adjusted for
equitable and/or other substantial reason subject to approval by both Whitewater'Environmental and
The Client.
INDEMNIFICATION: The Client shall indemnify, defend and hold harmless Whitewater`
Environmental from and against all claims, demands, suits, damages, costs, expenses, penalties, fines,
-enforcement actions, liabilities and losses (including, without limitation, attorney,=;s fees) which may
result against Whitewater Environmental for injury or death to persons or loss oridamage to property or
the environment as a consequence of the Clients breach of the warranties and representations contained
herein or for any other reason, except to the extent such claims, demands, costs, expenses, liabilities or
losses are caused by gross negligence or willful misconduct of Whitewater Environmental.
ATTORNEY=S' FEES: In the event of a breach of this agreement by either party, the breaching party
shall pay all reasonable attorney=s fees, collection fees and costs of the.other party incident to any
action brought to enforce this agreement.
ASSIGNMENT AND BENEFIT: This agreement shall be binding on the parties and their successors
and assigns.
MISCELLANEOUS: If any conflicts exist in this agreement between terms that are printed and those
that are typed or written, the typed or written language shall govern. This agreement shall be governed
by and construed in accordance with the laws of the State of North Carolina.
ENTIRE AGREEMENT: This agreement contains the entire understanding among the parties hereto
with respect to the subject matter hereof, and supersedes all prior and contemporaneous agreements
and understandings, inducements or conditions, expressed or implied, oral or written, except as herein
contained. The express terms hereof control and supersede any course of performance and/or usage of
the trade inconsistent with any of the terms hereof. This agreement may not be modified or amended
other than by an agreement in writing between the parties.
FJ
Received Time Dec,16, 200.8 3:23PM No.0281

CAMP JUDAEA PHASE I DEVELOPMENT
HENDERSON COUNTY
NORTH CAROLINA
U F 6 12 5 He c j
2. CAMP JUDAEA LAKE
1 SUNK -
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Fb �- aa.`�aT�\\\11(J<—\,:3���ii`,.11��_�G�1ti" �e�-•."�'.°°.a:.:�o
PROJECT INFORMATION
CAMP JUDAEA PHASE I DEVELOPMENT
LATITUDE: 35" 22' 08.30" N
LONGITUDE: 820 22' 58.73" W
QUAD #: FRUITLAND, N.C. & HENDERSONVILLE, N.C.
STREAM CLASS: C; Tr / B;Tr
RECEIVING STREAM: HENDERSON CREEK
BASIN: FRENCH BROAD
STREAM INDEX #: 6-55-11-9 / 6-55-11-9-1
4 0410
CAVANAU G H
Solutions through integrity and partnership
CevanpVh&A JeMs, PA 72M C—parh p;he Suhb 100. AsheN/k, NO 2880 M/25 nW(=029rt 770 gww.wvp Whspluli0ns.ppm
HENDERSON CREEK
("! f P-15ni,
1 q 1 te3 a
�—e ' , US HWY 64
�.'bl�i 4�1° ��f•..'_ (,gip/e.noppo°°p$o°
/%;%7,(r"-io—°°•4-oo Pew
�\ Eduh Gro_yn i
4Y.fu/ 1•.A:..®e �tLa.-.Y°P °666Y ep�ah-c ;;•
PROJECT BOUNDARY ti ape
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LOCATION
NOT TO SCALE
�s'FII

FORM WSCAS-12/07
FOR SENVER SYSTEMS
Applicant Name
Pro ect Name
Camp Judaea, Inc
Camp Judaea Phase I Development
Professional Engineer Name
Engineering Firm Name
Edward Burke, P.E.
Cavanaugh & Associates, P.A.
Location
ID
Name of Waterbody'
Coun
River
Basin
Waterbody
Stream index No.
Waterbody
Classification
1
Henderson Creek
Henderson
Fr. Broad
6-SS-11-9
C;Tr
2
Camp Judaea Lake
Henderson
Fr, Broad
6-55-11-9-1
B;Tr
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's
instnictions.for classifying waterbodies and that the above
classifications are inclUSive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date
*-* END OF FORM WSCAS-12/07 ***
®�'®1brrfrbrM#or - .
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FORM; WSCAS-12/07 Page 1 of I

Name of Stream
Description
Cur. Class
Date
Basin
Stream Index #
Allen Branch
From source
to
Clear
C
01/01/73
French
6-55-11-14
Creek
Broad
Cherry Branch
From source
to
Clear
C
09/01/74
French':
6-55-11-15
(Lake David)
Creek
I
Broad ,
Laurel Fork
From source
to
Clear
C;Tr
07/01/73
French,
6-55-11-2
Creek
Broad
Bold Branch
From source
to
Laurel
C;Tr
07/01/73
French
6-55-11-2-1
Fork
Broad
Cox Creek
From source
to
Clear
C;Tr
07/01/73
French
6-55-11-3
Creek
Broad
Puncheon Camp
From source
to
Clear
C;Tr
07/01/73
French.'
6-55-11-4
Creek
Creek
Broad
Lewis Creek
From source
to
Clear
C;Tr
07/01/73
French
6-55-11-6
Creek
Broad '
Big Branch
From source
to
Lewis
C;Tr
07/01/73
French;,
6-55-11-6-0.5
Creek
Broad
Byers Creek
From source
to
Lewis
C;Tr
07/01/73
French
6-55-11-6-1
Creek
Broad
Coon Branch
From source
to
Lewis
C;Tr
07/01/73
French
6-55-11-6-2
Creek
Broad
Mill Creek
From source
to
Clear
C
07/01/73
French :
6-55-11-7
Creek
Broad
Kyles Creek
From source
to
Clear
C;Tr
07/01/73
French
6-55-11-8.
Creek
Broad
Lanning Mill
From source
to
Kyles
C
09/01/74
French
6-55-11-8-1
Creek
Creek
Broad `
...... ...
. ■ ... . . ■ .. . ............
... ■ . . ■ ...
mom
.. . ■
L................... ....-.............................................
.... .... ■
f
Featherstone
From source
to
Mud
C
09/01/74
French
6-55-12
Creek
Creek
Broad
r
'
Byers Creek
From source
to
Mud
C
09/01/74
French ,
6-55-13
Creek
Broad
Dry Branch
From source
to
Mud
C
03/01/77
French
6-55-2
Creek
Broad
Little Cove Creek
From source
to
Mud
C
03/01/77
French
6-55-3
Creek
Broad
Little Mud Creek
From source
to
Mud
B
04/01/58
French ;?
6-55-4
(Kanuga Lake,
Creek
Broad
Wolf Lake)
Lake McCrady
Entire lake
and
B
04/01/58
French f
6-55.=4-1
connecting stream
to
Broad
Little Mud Creek
Greer Creek
From source
to
Mud
B
0410 1/58
French
6-55-5
(Lake Falls)
Creek
Broad
Murray Creek
From source
to
Greer
C
09/01/74
French
6-55-5-1
Creek
Broad
Capps Branch
From source
to
Murray
C
09/01/74
French r
6-55-5-1-1
Creek
Broad
Page 6 of .11

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PAY TO
NCDENR DWQ
'
`Y'"�Yv
OROEROFE
Four Hundred Eighty and 00/100
"
"DOLLARS
NCDENR DW(d
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