WQ0011655_Final Permit_19960214

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
100100n% AOwuft%
�EHNFi
February 14, 1996
Mr. Harry K. Bynum, Scout Executive
East Carolina Council - Boy Scouts of America
P.O. Box 1698
Kinston, NC 28503
Subject: Permit No. WQ0011655
East Carolina Council - Boy Scouts
of America
Camp Bonner
Wastewater Spray Irrigation
Beaufort County
Dear Mr. Bynum:
In accordance with your application received October 18, 1995, we are forwarding herewith Permit
No. WQ0011655, dated February 14, 1996, to the East Carolina Council - Boy Scouts of America for the
construction and operation of the subject wastewater treatment and spray irrigation facilities. Please note
condition 11, 1I 12, and 1113. The Washington Regional Office shall be notified prior to any clearing for
or construction of the spray irrigation system and adequate disinfection must be provided prior to any
irrigation of the effluent wastewater.
This permit shall be effective from the date of issuance until January 31, 2001 and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
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 thirty (30) days following receipt of
this permit. 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, P.O. Drawer
27447, Raleigh, NC 27611-7447, Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Randy Kepler at [phone] extension 544.
Sincerely,
, •I �,
A. Preston Howard, Jr., P.E.
cc: Beaufort County Health Department
Diehl & Phillips, P.A.
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Training and Certification Unit
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 2762E-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
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
East Carolina Council - Boy Scouts of America
Beaufort County
FOR THE
construction and operation of a pressure sewer collection system consisting of approximately 20 septic
tank effluent pump systems consisting of sixteen units with a 1,200 gallon septic tank and a 1,200 gallon
pump tank with a simplex pump and high water alarms, two units with a 2,000 gallon septic tank and a
1,200 gallon pump tank with a simplex pump and high water alarm, one unit with a 3,000 gallon septic
tank and a 2,000 gallon pump tank with duplex pumps and high water alarms, and one unit with a 6,000
gallon septic tank, a 2,000 gallon pump tank with duplex pumps and high water alarm; and approximately
3,770 linear feet of two inch pressure sewer, and approximately 4,160 linear feet of two inch force main to
serve 300 campers at peak season (June - August) at Camp Bonner, and the discharge of 18,000 GPD of
collected domestic wastewater into Camp Bonner's spray irrigation system, and the
construction and operation of a 18,000 GPD spray irrigation treatment and disposal facility consisting of a
1,220,476 gallon waste treatment/storage lagoon, hypochlorite feed for disinfection, 12,000 gallon
effluent spray irrigation pump station with five, 52 GPM pumps, and a 6.97 acres for spray irrigation
consisting of 135 sprinklers in five spray zones to serve East Carolina Council - Boy Scouts of America's
Camp Bonner, with no discharge of wastes to the surface waters, pursuant to the application received
October 18,1995, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until January 31, 2001 and shall be subject
to the following specified conditions and limitations:
The spray irrigation acreage shall remain forested and shall not be disturbed except during
construction of the irrigation lines. The Washington Regional Office shall be notified prior
to any construction on the spray fields.
a. The irrigation lines shall be marked along with all trees targeted for cutting so that a
preconstruction inspection can be performed. Spray line installation with equipment
heavier than trenching type equipment is considered to heavy.
b. The existing paths within the spray fields shall be regraded. Fill material shall be
brought in if needed. Top soil shall not be disturbed within the spray field to use as fill
material. The method of regrading shall'be discussed at the preconstruction inspection.

2. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
3. The Washington Regional Office, telephone number 919-946-6481, shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an in -
place inspection can be made. Such notification to the regional supervisor shall be made
during the normal office hours from 8:00 a.m. until 5.00 p.m. on Monday through Friday,
excluding State Holidays.
4. The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate
corrective actions including those actions that may be required by the Division of
Environmental Management, such as the construction of additional or replacement
wastewater treatment and disposal facilities.
5. The Permittee shall provide for the pump station(s) and force main(s) the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour
in any centralized pump station serving more than one building.
b. At least 24 hours of storage capacity above the high water alarm activation level for
any simplex pump station serving a single building.
c. An air relief valve located at all high points along the force main.
d. A screened vent for the wet well.
e. Fillets located in the wet well(s) at the intersection of the flooring and sidewalls.
f. Three feet of cover (minimum) over the force main or the use of ferrous material
where three feet cannot be maintained.
g. Sufficient devices which will protect the pump station from vandals.
h. Flood protection if the pump station is located below the 100-year flood elevation.
6. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
7. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Environmental Management.
Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
9. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between wastewater treatment units and wells, and
g) 50 feet between wastewater treatment units and property lines.
2

10. A leakage test shall be performed on the septic tanks and pump tanks to insure that any
exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of
compliance with this condition.
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202. Once
the facility is classified, the Permittee must submit a letter to the Certification Commission
which designates the operator in responsible charge within thirty days after the wastewater
treatment facilities are 50% complete.
3. The permittee shall maintain on hand for immediate installation a supply of spare, fully
operational pump units of each type used in the pressure sewer system. The number of
pumps on hand shall not be less than 10 percent of the number of installed units or one
unit, whichever is greater.
4. A suitable vegetative cover shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
7. The application rate shall not exceed a cumulative loading of 10.8 inches over any twelve
(12) month period at an instantaneous application rate not to exceed 0.10 inches per hour.
8. No type of wastewater other than that from East Carolina Council - Boy Scouts of
America's Camp Bonner shall be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
10. Public access to the land application sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each
site. -
11. Freeboard in the treatment/storage Iagoon shall not be less than two feet at any time.
12. A minimum of 30 minutes contact time must be met for adequate disinfection prior to spray
irrigation. Pump A must recurculate effluent for chlorination approximately 35 minutes (at
low water level) and approximately 65 minutes (at high water level). Elevations and run
times must be recorded as required in Part 1113, a and b.

13. The treatment / storage lagoon shall not be drained unless for maintenance situations.
However if drained, measures shall be taken to insure disinfection of wastewater prior to
irrigation.
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses)
deemed necessary by the Division of Environmental Management to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be followed.
2. Adequate records shall be maintained by the Permittee on influent flow measurements and
effluent measurements. The influent measurement shall be a daily reading of the lagoon
height subtracting out any rainfall which occurred during the 24 hours. Any pump runtime
should be taken into account in determining the influent flow. The effluent measurement
shall be a daily reading of the pump run times on the effluent spray irrigation pumps.
Adequate records shall be maintained by the Permittee tracking the amount of wastewater
disposed. These records shall include, but are not necessarily limited to, the following
information:
a. level in effluent pump station prior to irrigation,
b. runtime of Pump A used for pump station disinfection,
c. date of irrigation,
d. volume of wastewater irrigated,
e. field irrigated,
f. length of time field is irrigated,
g. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each
field,
h. weather conditions, and
i. maintenance of cover crops.
4. The effluent from the subject facilities shall be monitored by the Permittee at the point prior
to irrigation every January, April, July and October for the following parameters:
BOD5 TSS
Fecal Coliform pH
NH3 as N
5. Three (3) copies of all operation and disposal records (as specified in condition III 3,
except a and b) on Form NDAR-1 shall be submitted on or before the last day of the
following month. Three (3) copies of all effluent monitoring data (as specified in condition
1112,11113 a and b, and III 4) on Form NDMR-1 (see attached example) shall be submitted
on or before the last day of February, May, August, and November. All information shall
be submitted to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 24535
Raleigh, NC 27626-0535
4

6. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone
number 919-946-6481, 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 wastewater treatment facility which results in the treatment 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 renders 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; or
d. Any time that self -monitoring information indicates that the facility has gone out of
compliance with its permit limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
The approved design proposed the use of an industrial grade reinforced polypropylene
geomembrane fabric for the lagoon liner. The liner must be of sufficient thickness to
exhibit structural integrity and have a hydraulic conductivity of no greater than 1 x 10-6
cm/sec. Following installation and inspection of the lagoon liner, and prior to waste
disposal operations, verification of the liner's compliance with approved construction
specifications and the liner's integrity must be provided to the Division of Environmental
Management, Groundwater Section, by the project engineer.
2. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall
be provided.
3 The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 is established at either (1) 250
feet from the waste disposal area, or (2) 50 feet within .the property boundary, whichever is
closest to the waste disposal area. An exceedance of Groundwater Quality Standards at or
beyond the Compliance Boundary is subject to immediate remediation action in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
4. No Iand application of waste activities shall be undertaken when the seasonal high water
table is less than three (3) feet below land surface.

al W an I 141ep
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities
to prevent malfunctions and deterioration, operator errors and discharges which may cause
or lead to the release of wastes to the environment, a threat to human health, or a nuisance.
The Permittee shall keep an inspection log or summary including at least the date and time
of inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a period
of three years from the date of the inspection and shall be made available upon request to
the Division of Environmental Management or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site or facility at any reasonable time for the
purpose of determining compliance with this permit, may inspect or copy any records that
must be maintained under the terms and conditions of this permit, and may obtain samples
of groundwater, surface water, or leachate,
WMEF"21 Own !1# 0.8 EIRRI
This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
5. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
6. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205
(c)(4).
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
0

9 . The subject wastewater treatment and disposal facilities shall be connected to an operational
publicly owned wastewater collection system within 180 days of its availability to the
subject facilities, if the subject wastewater treatment or disposal facilities are in
noncompliance with the terms and conditions of this non -discharge permit or the governing
statutes or regulations. Prior to the initiation of these connection activities, appropriate
approval must be received from this Division.
Permit issued this the 14th day of February, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of 'Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011655

Permit No. WQ0011655
February 14, 1996
ENGINEER'S CERTIFICATION
I, , 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
project,
Project Name
Location
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 and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

ina 3GD
PROPERTY OF CAMP BONNER A°C7
WASTEWATER — (weQ o AREA)
SPRAY IRRIGATION
FIELD = '�
(6-97 ACRES)
't ACTIVITY ' t
s FIELD
1 1
V-
IP
RAGE BFAI-NV-
r �uurY
3.5
y ` ?
ORMER `r" Pyr"' _ 400,
FORT EMAIN
( TY P }
r= -4- i t �jlr-7 —TAIL MRt
W G LI ITS t t +
ti PROPER OF CAMP BONNER
(WPODED AREA)
1 400 MIN. •3z.� i �4
BUFFER FROM ANY
`• s HABITABLE
RESIDENCE
15()' Mlle. BUFFER
=� \ \\Qq / , c� f •:� / FROM ALL PROPERTY LINES
P ROPE (}F ..r+' I� a u N aA
CAMP 80 FR
� � � (WOODED AR / /

ATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
ame of Fac'�'Iy- -.. 1
/ Ov' %',ei or Contact Person:
Mlelling Address.
L �nty:' ' =r;I �c i=
Te'eNnone
Yfesent Classification:
. ,',' Facility Existing Facility
t:PDES Per. No. NCOO
Nondisc. Per. Nc,.',','Q�nc 065�, Health Dept.Per No.
ri,:Ied by:
Tc•'e; "ane: Date: 11
;'A*u-., u,ri d by:
_I� ",''; Dept. Te.ephone:
R-" -nal Office Te'ephone:
Office Te'e.pnone:
olio:
C'ace: Te'ephone:
Check Classi{ication(s):
Subsu %,/r Spray Ii6gaticn Land Application
Vastewater Classitication- (Circle
Onet�1 11 111 IV Total Points; I
1 4 7 .c =` '--C'At1n RF! A1TED Cdr•,TROL
EQ�IFx?Or._I.rT}'Lr f 7f��
—s�'�CY•�t•-- A'_-!-T
C _ - I C Ci-P C 11 ,C• 'T C h.
TiC TA rr! .,'(STF ,-5 ��G>n..a5 , Irx� QrtLv � .. C
'JrFhCE CJ%SSJF1CAT]ON
all units that %ly)
tanks
s i;k-ri cr pump-dcsa:g systems
sand fillers
grease trapfrnterce;tcr
i oiliwa;er separators
7.
grav ! subsurfaco treatment and disposal;
2 pressure subsurface treatment and disposal:
(: J units that apply)
1 ��aMiminary lrealmer.l (de'.%..;c.n tin. 12 +
2 la�roors
r sfptic lz
4 pump tarns
:•� pumps
E sacpd tillers
7- rease trap -interceptor
E of aler separators
9. disinfection
1G chemical addition fcr nutrentlalgae control
11 tray irr,ca:ion of v.as;ehaler
In addition io the above classifications, pretrew -er,l of wastewater in excess of these components shrli
be ralc:.' using the point rating system and will sec -;ire an operator with an oppropriaM dsal certii;cation,
_',r:D AFPLiCA7:0WRESIDUALS CLASSIFICATIM (Applies only is >, ,7 1 holder)
Lario application of biosolids, residuals or conlaminatc­_ cn a dr:sign`:ed site,
*;TE�'JATEFFTREAT7:rIJTFACiL rCellosFCl1T'I!�!
!,n fol! wsng systems shall be assigned a Class I cfassilication, t;,;, • the flow'is or a si, il;crinl q,;antity or Ilse techri6o� y is
rr,plur, to re,,.: ro consideraticn by the Corr,missicn on a casa E,, ! :c ha '.s: (C,(; k if Apt.r.�;rit::t
Oil.'water Separator Systems consisting erity of physical s_rara!ion, pumps and disposa:!
Septic Tank/Sand Filter Systems cons'Isling only of scat : tanks, dosina ar�paratus, pumps -sand rilters, disiniclicn
and direct discharge;
3 Lagoon Systems consisting only of preliminary trealmer,• ta;oons, pumps, disinfection, necessary chemical treaWen.1 for
atgao or nutrient control, and direct discharge;
Closed -loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of c . hvit r separators. pumps, air-slr:p,p;ng, carbon adsorp!;:;n, dir:ir iccl;cn
and dispa ,J;
E Aquacullure operations with discharge to surface waters-
7 Water Plant sludge handling and back -wash water lrealmen!;
8 Spafood processing consisting of screening and disposal
Sinr}'e fami!y discharging systems, with the oxcep!i ;n of .• _. is Trr.;..r,�•r ;)r,,, w';:, ts: c:: ilic u if F,urr,i!tc_d r.:;,•r J 'J 1,
t�W cr if Lpon insfA:Cicn by the Division, it is lound lhz it c. system is not being adequa:eiy operalod or maintained. Such
systems will be notified of the classification or reclassifcaIion by the Commission, in wrong.

used fcr ratio wastewater , at l a.. r ,..
C is Ua g ' m r; (Circle ap proprirn.iG' Fri!
ITEM
(1)
r>,:_s: nal Pre:reairhe-c Units or Industrial Pretroa:mer: Pto,•a:^ (soe Ro 3i).................................................
4
( 2)
cal.^,N
FLOW OF P;J+h'T 1N gpd [not awiicab:o to R-, :c ;emir a:ed cooing wd:, s, cludgd hanv'ing fay.,i;ies for
wa- rjr
parifieaGon plants, totally closed tye€e syston,s(sc a dv! n:;, n '.Q. 111. are; I:.: :,es c onsisling only of hem
or Isrms (4,:d) and (I1)(d)]
0 - 2C.DCO................... ........... --- .......... .... .. -,...,............... ,...... -... ......
.
20.O01 - 50,000............- ....................., ............................................
50,001 - 100.000.................................. ..... .......................................................................3
100,00 t - 250,000 .............................. ......... . .. .. ........................................................4
250,001 - 500,000 ....... -- .................... .. ..... ............. .................................... .....
....... .S
500.001 - 1,000,0GG............... ..............
........ a
1 .000 L01 2,000.000......................... .......... ... ........ .....................................................1
0
2,000,0:t (and up) rate 1 poinl additional l::r ea:h 2C3,C a g_! ca,:acVy up to a rr:axirvvm of .................30
Design Fiow {gpd)____ _ _,
sV;NAR'r'L;'.f-S'Vi<:CFSSES(sc. 63T.i,:ic,' 39,
at
Bar Scree s................................ ......... ..... ..... ....... ...,... .................,
...........1
or
^)
Meerea,-.cal Streons, S;.aic Screens or Ce-^:'c;ng ir. vs
...
c}
GrnRorriovai............................. ........... .... ......... ., .............,.........1
or
:1
Wchamca: or Aerated Grh Removal .............. ............ ............. ....... ........
-... .....2
r,r
Fi)wAAtasc:ringDevice..... ..-.-................._........-...............-.....i
or
Instrumented Flow Measurement ................................. ... ..... ..........................................................2
i:+
PrRaera,cn.............. ........ .......... .......... ...,.... ,.......... .............. ..............
,.........?
In;:..ard Flow Equalization ........... ...... ............ .... - ...... ............-....... ............ ............
... -....
Grease cr Oil Separa,tim - Grav;sy
2
Meehanital............................................................. . .... „ .......... ........... .................... -^----.....3
Dissulved Air Flotation .................. I .............. ............ ,. ........ .............. ........... .................... ................
e
!:I
Prschlcrnation....................................................... . ........ .... .... .................. ......... I ....................
....5
(a)
r::.,!AAAY TREATMENT Lr41rSrPRDCESSE
ia)
Seplic Tank (see defin::ion No. 43).......................... ............................................
........ A2�
�
;s
Imhoff Tank...--•--..........-.........-.........................................................�..,
-.
i,c)
Primary Ciafiliers........................................................ ..............................................................................5
:.d)
Settling Ponds or SetlFng Tanks for Inorganic Non-lofie Y.w,i ia;s fs..rr;;a handling fac,!hiss for waver
pvrlflca:ion plarns, sand, gravel, stone, and 4rw+r r , .'rg wdera;ixrs oxcW,: racromional aclWios s ch
as gam
or gc`d m;,;irg
?
5l
fsEC tv[% i3YTREA'.?:RdT Lt.ITS+M)C.ESCES
-.
[.ator.'=_2tvs $:age
ftl Apraticn-High Purity Oxj;ten Src:':..............................................................................20
Dt";,sod Air System ......... ...... ....... -................ -....... -................................ ................
-1 0
Mechanical Air Sys:om C raj, 1:=--G or rote ? ........ ---- ..................—..........-............12
Separate Sludge Reaera:;cr.....................................................................
Trldving Finer
HighRate.......................................................................................................................7
StandardFlats .............. ,........................... ............................... .......................................
PackedTower- ................................. .............. - ... ....................... ......,...............
5
Biological Aerated FMer er Aerated p cicy+cal 17.:er ..........................................................1
0
(fY) Aerated Lagoons..........................................................................................................1
C
(v) Rotating Biological Conta= ors ............ ---- ......... ............................. ...... ................
1 0
(vi) Sand Fibers -intermittent b;oiogica!.................. ........ ........ .................... ...................
---.....2
Recirculating biological...................................................................................................3
(v..) Stabilization Lagoons .......................... ...................................................................
_..r/
(v •) Ctwifiior........................................................................................................... ...........�7f.
('x) Sing's stage system for c-ombrad car`:.,r,a^r__s re•rctial of t3O0 and n9ro3an9us romova;
by
nitrification (see definition No. 12)(Po-,s for INs Acrn have to be in addition to toms
(5)(a)(i) through (5)(a)1:: ),
utilizing the extended aeration process (svo detir ^ cn. '.o.3a)...........................................2
utilizing other than the ez'rnded ae•alir n process...........................................................8
(x Nutrierx additions to enhance WD rr---V: J...............-................. ........ .........................
5
(xi) biological Cuhure ('Super Ec,s')adc';,n..............
....5
i=)
:ro�erc.,s Stage
(l) Aeration - High Purity Oxygen Sys!er-:...........................................................................20
Diffu6ed Air System_ ............................................. .....................
Mochanic21 Air 5ysiern (! xad, €::^s':- E cr rc:;;r,
.......8
Separate Sludge Raaera!;cn... .-......... ..... ........ .... ......... ..... ...1.... ...._- .... .......
_.--Z. -
(,1 Trickling Filier•r'gh Rate,....... ....................... ... .............. -...........
.....7
StandardRate ................................ ........ .. .-............... , ......... ................
....5
Packedlower ....... ---.... ............................................................
..5
Biolcg cal Aorairld F:her o• Aeralod E _ a:c F ' _ .........................
-1.1 0
(Iv) Rolal!ng bioicgical Corla=is............. ....... ...... .......................... ..... - ....................
10
(v) Sand Finer - Intrfrmhtero b::riog,cat..- ..... .,.
'
Recirculating biciogical.................................. ........... .............................................
-3
(vi} C efor............................................... .... ................................
........ .....5
[ L)
T:-..MRA
f 0R A1A'ANCEJ TR A M[3J UXS FOCESS'E5
(a)
Ac,.valisd Carbon Bads -
without carbon regeneration...................................................................................................5
with carbon regenuratlon.......................................................................................................1
5
(b )
PowdDirc,.` or Granular Activated Carbon Feed-
MIhoul carbon reguneration..................................................................................................
5
with carbon regeneration ............ ................................................................ ..................
......1 5
Air tstri
r
( c)
Don W.'cai,on Process..............................................................................................................................1
0
(c)
Declrod'a'ysis................................................................................-...... ...............................................
5
rr.
Vr r.; 5�;.::�st'on........ .._...-__......... _...- --. .--. .. .. ........ ....-.........
... ..r,
............. .......... ......, ..-...................................................................................5
t.y
Land App'zailon of Treated EIIIL;orx (soe definaion No. 22tr) (rot applicnb'.a for rand, gravel, stone
and olhor similar mining operations) by high rate Inliltralion..........................................................................4
(„
Microscreons.............................................................................................................................................5
• j
PM ,horxs Removal Cy Blc: 'leaf Prrcosrius f`--, dof°..:...,. .'c .'1... ... ........... ....... ........................
.......: 0
PuliSn:rid Ponds - without eeralion.................. ..... ........... . ...................................................................
.2
w!:h aeration ................... ......................
r

dil'us, . z. - ..... ........ .
Sand o' M. xud +Jruc a F '_ = w ri.:e. ......, ... .
IG1
Trewmant processes (or no -::,I Cr qa n-dc.................
(P
trea:rnenl processes for re-c-;-, c! ;;rxrc rroaier,•s c:`.er than rno:
. r.•
t
C;' ,-3:,r7RFATf, ENT
(a)
Sludge Digeclion Tank - F sa'a (anao^ob-c)..... .................... ........... ....... _ .. ..
it,
Aumtic...................,.., ............................ .................
Unhealed (anaerobic)......- - .. ...............
( j
Sludge Stabilizalion {chop ::,arm.;.)..,.. -...., ..........,
Sludge Drying Beds • Gray", _., . _........._ ...... .................
...... 2
Vacuum Assisted ..............
(c i
Sludge Eluirlat!on.............. ........................... ...............
5
(e r
Sludge Cordn;oner (che t',=,r' :.
... r,
(i ;
Sludge Thickener (Gra"d. ...... ....._. .
(g)
Dissolved Air F'latation'Urt -' to a :.r-' rarad nti (3)1''r! .. ..............2
(h]
Sludge Gas Utilization Qnc _c: -2 gas s'ora;ai.... ................ ............ ..., ... .. ....-..........2
(i i
Sludge HoU;r,g Tank . Ae -,',
Nan-m,ratW .................... ......I .......
Sludju Incinerwor rct in_ adiva'uc, c-:^ or _,:nr,ral c-n'-.....t
C
('•.t
Vacuum Fi or, Can;ri' ga, t = 't' P:c•ss or c �.a s -.;^r dawa:.°:i , �_, rrs..................
1�
1:..
•I;ALS UT IL 'IO^1 D'S'CCAL (' .. ._.ran '�-d
-'
Lagocr
2
rL.
LarKi A;Ji'lca!ion (st•rfa;,e e : s osuflace) (sGa do'i -n 22a)
by corvac!irg to at land a_' : .. _-. of:era:v c• ;Fr : C.; a•a: w!-: - _ ., A: -:.r d aa; ....
or 1a:. 1-]! ;.army ..............
2
'..`
Dedica!rw-t Laf.dlilE(turia!) :;, '.-;-grini:Iet) of 1r0 +..:_:5wr,le, .:rr�. ,,.., .r ..... -. - -__.. „........5
;c,
:,Z0na -. ...........................5
fp)
Radial cn.......................... ... .......... .. ..........,..
.......
^)
_..:CA(.
ADD3T; -N SYSTE":I;S) t s'> ^: . _ ti: a.c -.,!a is .:.e:-..
(6y;;). (7)(b). (71(c•. 7... (�l(-'j or ;y. ., points &FC
.
............... ................... .... .............. _...... ........... .-.........,... .�. ....... .....
......5
..._ ........ ..... ... .� ..... ............ ,......, ........................ ..�,...--- ......-..,-..- ............ .....-...
.....r3
_................ - ........................... ........"............... ._. ..................-.. ... .�....................5
i t7 L :'S i i�C -SSz5
i
Hc.d.ng Ponds, Holding Tw" Y . Sr;: r; PL xis':r , .~r,C or Toxic lr u . 's . cludirg was:e5 born m=r.r3
c::ora:iors con,a;ning r.arz -- ..... ..5 __ .._ .-- in .. y rGL'a' :!'.&n ;s cor^'^o1
f �.r d(;?r:e S1 7w:.'.SeW.'.'ir',. .. ......... .... .... ...... ........ ..................................................................
.....4
Row Equ a;lza:.... ti a� . _ .,,.a t; rr ,l;....., rs which ate .-.aro!.....arJ a ,t by6:Lm.,,
....
Stage r,,,sc.')ar^eo (r.w a.' __. _ .-, sic.LZ .- y ),. _F- a .. ,,,. ri s�.'S "er6 rtl In far. aa.. :a:?c� s'S:Gmr ............................
5
(d,
Pumps .......--.......................................
r
(e)
S:and-ny Power Supw'y............... ................ .......................... ___ .........._.........................._...........3
(r)
Therrmi Po%iion Control . a.................................................................... ................................ ....
.3
.......
7O:AL FX-'N7 S................... .......................................................... ice--'
CLASS NA! +J i
Cassl....,............................... .....,....,............................ ......... �•25�Pc:.^.:��
Class II ............. I—' ......... ... .................... ,.... ,........... ..............
...,
s." r ^.
f ^
,._ ,_a 1.,., ; a ... -_ .. . lt.:a::gh fwr pc.:ns, Inc!usi,a, c __..'u a cf_r'-e:: s:_•a:cr.
.:VA r a an n,. •": a: i,i: r:�dga proc6s5 w " t+a assigntd a mir,'rr_•; c.asSilication of C:a"
;as to, 11,e r:,^ vaJ o! mulal or cJa r. Liu as5ig:,eC a . -;m slat....-_
Fa;. ties ha. -y- trGd:^t". F'..cvSras for the biolcg =l removal of , c s w i he as-, y"E a r.nirr r'1 c,..-. : C^ c' C'a:F tit.
Tho fo low'e.g Cefin t tr- s:.a'! apply ,hroug':oul this Subehap:er
Aea algid Carbon c ,_s. A rrysica chemical method Icr ned__ C or^ar, r'a:era! from wnstew- . • c:, .er.' Tha r„ ,- .r.!,;,n lx_ ., ut..:,, in „
r'tolhod wr,l have a I cfi rt:o va•yrng Irom Iwo to eight gallons per •' _,., per squa•a !c,t a•-f may be a".•'rr• _I:cw fir o_r. >!:u,v ca'!:on t t-s. Ca--m rr .: er
rr.ay not to regenera:od on it's Wastawasor treatment plant sko;
(2) Aerated ( a;cOr.s. A t,sin in which all solids wo mainfainrxd ar;d by 'r�r,',c^. t'C:ogical ox:d :^ or o'ecr;:c rdC:or is reducod ti, —;r. a.,
accelerated transfer of cxygan on a flow -through basis;
(3) Aeration, A process of bringing aoout intimate contact beiwae- a' or high purey oxygen in a IlgJA ty mray4,g, v,,,, a: on or d.'tusion;(3a) Ex;ontwj
Aoralion, An activaled sludge process utilizing a minimum hydrau,,- ca•rrlion time of 15 tc.rs.
(4) AgricuNura!'y mana^,-zd s?e. Any site on which a crop is prod..crs., .managod, and ha^:es:ad (Crop inc!..J-s g•ar.,Eas, Urairjs, freus, afc.);
(5) Air Slopping. A process ty which tho ammonium Ion Is first ec^.ey:^: ed to diss:Ned ar-ania (p.i1 act s:' _I,!)wi;h tls an,mor;a t1,60 rc:cas-_d to 11,e
a:mosp! ero by physical means; or other similar processes which re-..,,e petroleum products such as benzene, :wane, 4'td
(6) Carbon Fiegonerw:on. Tin rogeroratlon of exhausted tarpon by',-m use of a !umace to prev:de exirome r 1'' jh fu;r;;aralufus w!,;_h velafi:ize a.n'' ax'd:Zo Irle
absorbed Impurities;
f7) Carbonaceous Stage. A s!�.ga of wastowater treatment dusigr,es to achieve 'secondary' effluent lirr a;
(8) Cemr;fuge. A moc`anlcad ee:ice In which centrifugal lorca is vsac to separate solids frcrn Ilquids or to us: ,e I:qu;ds of diSfaronl donsc!es:
(9) Chemlcaf Add,!!or Systems- The addition of chemlcal(s) to was:eva:er at an application point for px: --s o! Improv'•tg solids removal, pH ad;ustmorl,
a:halin;!y control, otc.; the capab:rly to experiment with dif'arunt che- cos arid Witir¢,nf a:c- ca:`cn poir:fs to a_•,:ove a rr,ru+t w::l to cc,s! vre;,1 one
system; the cap,ab'..:y to aad skit rnical(s) to dual units wi!I be rated as era system, Ca:, c 7 :c add a cF.• r ing.- of a r,;^arnni a:: sailors P. s
; in rj a rJing ra;Gd aS bbtaf ate £r SSG.
(70) Chum.zal Sl ;,a Cc , .tier ng- The ad0ion at a chem',c-al cor-,xu-d such as !tine, furr.;. cnionde• or a F- Jrnor to wul sludge to co;,lobte Ito mass prior to
its applitalion to a dowalenng device;
(11) Closed Cycle Sysse:rs. Use of holding ponds or holding Tanks Tar conlainmont of was-awasor comai natia -'.organic. non -toxic malurta!s from sand, gravat,
crvshod siona or ottwr similar operations. Such syslarns shall carry a maximum of Iwo poir:s fKardloss of pW-r'•;} fac"fries or a•,y otrror a;,purtorarncoc;
(12) Comb!nad Rumova! cl C.:rt:;.r3cecLis L?•OD and Nilroaor cas Re--.s:a: by h^r!,caton- A s u stapn s},: r:ui:od :c a.r.'..•:c, f„rr :: uIV art I.mi"s r rcf)
and ammonia na:o,en v.-:!.n it r: same t,olog,cal roactor;
(13) Cue`;orira:.er. r.0 or compote reduction of rosiduat etl.or•)a in a Pquid by any c^o-:ieal or physic;a: prices;;
(14) Den?frH!=;on Procoss. The c;m:orsion of nitrate-nerorjon ,c .-on rn�-

PERMIT NUMBER:
-AGILITY NAME:
NON DISCHARGE WASTEWATER MONITORING REPORT
MONTH:
CLASS:
COUNTY:
Page —T of
►l0-10
a
t
e
Operator(Flow)Fecal
Arrival
Time 2400
Clock
Operator
Time On
Site
ORC
on
Site?
50050
00400 50W 1
00310 00610
00530 31616
Daily Rate
into
Treatment
System
PH
Sampled
Residual
Chlorine
at..-pointy
HOD-5
20`C
nor ,to irri�ahon-
NH3-N
TSS
Coliform
(Geomevic
Mean*)✓.
_ Sampled at thepointpnor to irrigation
Enter parameter code above name and units below
FFL
Pura9 g77kH
r.
3 r-rl6o 'GWC*
l +.
HRS
yfN
MGD
UNITS
UGIL
MGIL
MGIL
MGIL
1100ML.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
2s
2s
30
31
Average
Maximum
Minimum
Monthly Limit
Composite (0) / Grab (G)
OPERATOR IN RESPONSIBLE CHARGE (ORC)
CHECK BOX IF ORC HAS CHANGED ❑
CERTIFIED LABORATORIES (1)
PERSON(S) COLLECTING SAMPLES
Mail ORIGINAL and TWO COPIES to:
ATTN: COMPLIANCE GROUP
DIV. OF ENVIRONMENTAL MGT.
DEHNR
P.O. BOX 29535
RALEIGH, NC 27626-0535
GRADE PHONE
(2)
X-------- ----------------
(SIGNATURE OF OPERATOR IN RESPONSIBLE CHARGE)
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT 1S ACCURATE
AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
NDMR-1 (7l94)

FACILITY STATUS:
Please check one of the following:
1. All monitoring data and sampling frequencies meet permit requirements. ❑ compliant
I. All monitoring data and sampling frequencies do NOT meet permit requirements. ❑ non -compliant
if the facility is non -compliant. please explain in the space below the reason(s) the facility was not in compliance with its
permit. Provide in gout e:<planation the date(s) of the noncompliance and describe the corrective action(s) taken. Attach
additional sheets if ntYcessary.
"I certify, under penalty of law. that this document and all attachments were prepared under my direction or supervision in
accordance �s ith a syslem designed to assure that qualified personnel properly gathered and evaluated the information
submitteJ. Based on my inquire of the person or persons who manage the system. or those persons directly responsible for
nathering the information, the infortnatinn submitted is. to the hest 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"
(Perniittee - Please print or type)
(Signature of Permittee)" (Date)
(Permittee Address) (Phone Number) (Perrot Exp. Dale)
PARAMETER CODES
01002 Arsenic
31504 Culifonn, Total
01007 ]nickel
00929 Sodium
01022 Boron
W094 Conductivity
00600 Nitrogen, Total
00931 SAR
00310 GODS
01042 Copper
00630 NO2&NO3
00745 Sulfide
01027 Cadrnium
00300 Dissolved Oxygen
00620 NO3
00515 TDS
00916 Calcium
31616 Fecal Colifnrm
00550 Oil -Grease
00010 Temperature
00940 Chloride
01051 Lead
00400 pH
00625. TKN
50060 Chlorine, Total
00927 Magnesium
32730 Phenols
00680 TOC
Residual
01034 Chromium
71900 Mercury
00665 Phosphorus, Total
00530 TSS
00340 COD
00610 NH3 as N
00937 Potassium
01092 Zinc
Parameter Code assistance may be obtained by calling the Water Quality Compliance Group at [phone], ext, 536.
The monthly average for Fecal Coliform is to be reported as a GEOMETRIC mean. i!�e oniy units designated�_in the reporting facilitt's.
permit for reporting data. a
** if signed by other than the permitlee, delegation of signatory authority must be on ale kith the state per 15A NCAC 2B.0506 (h) (2) (D).