HomeMy WebLinkAboutWQ0003044_Final Permit_20150504NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 4, 2015
Mr. Nick Crane — Association Manager
Dunescape Villas Condominium Owners Association, Inc.
P. O. Box 4455
Emerald Isle, NC 28594
Subject: Permit No. WQ0003044
Dunescape Villas WWTF
High -Rate Infiltration System
Carteret County
Dear Mr. Crane:
In accordance with your permit major modification request received March 5, 2015, and
subsequent additional information received April 22, 2015, we are forwarding herewith Permit No.
WQ0003044 dated May 4, 2015, to Dunescape Villas Condominium Owners Association, Inc. for the
construction and operation of the subject wastewater treatment and high -rate infiltration facilities.
The modifications to the subject permit are as follows: construction and operation of a 55,000
gallon per day (GPD) wastewater treatment and high -rate infiltration facility serving 180 condominium
units with 540 bedrooms for nitrogen and phosphorus removal.
This permit shall be effective from the date of issuance until February 29, 2016, shall void Permit
No. WQ0003044 issued February 3, 2010, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A,
B and C for they may differ from the previous permit issuance. Failure to establish an adequate system
for collecting and maintaining the required operational information shall result in future compliance
problems.
For your convenience, customized electronic copies of your facility's NDMR and NDAR-2
reporting forms are available for download at: http:L/portal.ncdenr.org/web/wq/aps/lau/reporting.
Please note the following permit conditions have been removed since the last permit
issuance dated February 3, 2010:
1. Condition 11I.10: The rotary distribution fields no longer need to be raked as the materials
have changed.
Please note the following permit conditions are new since the last permit issuance dated
February 3, 2010:
1. Condition HIA: Testing and calibration of equipment at least once per permit cycle along
with record keeping.
Non -Discharge Permitting Unit
1617 Mail Service Center. Raleigh, North Carolina 27699-1617
Phone: 919-807-64641 Internet: http:llportal.ncdenr.oM1webtwg
An Equal Opportunity 1 APlirmailve Acton Employer —Made in part wilh recycled paper
Mr. Nick Crane
May 4, 2015
Page 2 of 2
2. Attachment A pre- and post -construction: Reduction in Total Suspended Solids effluent
concentration from 20 mglL to 15 mglL as per design. Total Nitrogen as new parameter to be
monitored and with 14 mg/L limit. Total phosphorus as new parameter to be monitored.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. 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 permit, please contact Troy Doby at (919) 807-6336 or
troy.doby@ncdenr.gov.
Sincerely,
fJa �immerman, Director
Division of Water Resources
cc: Carteret County Health Department [troyd@carteretcountygov.org] (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Doug Haggett, PE -- Haggett Engineering Associates, Inc. [haggettengineeri(a)bellsouth.net]
Beth Buffington, Public Water Supply Section (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH -RATE INFILTRATION 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
Dunescape Villas Condominium Owners Association, Inc.
Carteret County
FOR THE
continued operation of:
1,760 linear feet (LF) of 8-inch gravity sewer; a 55,000 gallon per day (GPD) dual influent pump station;
247 LF of 4-inch force main; and a high rate infiltration system consisting of three (3) surface LPP each
having a diameter of 65-feet;
decommissioning of the existing 55,000 gallon per day wastewater treatment and high -rate infiltration
facility serving 180 condominium units having a total of 540 bedrooms consisting of:
Influent solids compactor and 6 mm screen with 1.14 MGD max flow rate; 17,950-gallon pre -
equalization basin with 240-gpm single jet aspirator system and dual 40-gpm EQ pumps; dual
8,675-gallon anaerobic tanks with dual air lift sludge pumps; dual 8,675-gallon surge/aerobic tanks
with chemical feed input and dual 120-gpm mixing pumps, dual fixed decanters, dual DO probes;
11,780-gallon post EQ tank with dual 40-gpm pumps; dual 55,000-gpd (ADF)/82,500-gpd (peak)
disc filters each with 10-gpm backwash pumps; 1,175-gallon backwash mudwell with dual 38-gpm
pumps to pre -equalization tank; dual Trojan 3100 K PTP UV units arranged in series, triple 88-gpm
LPP dose pumps with 11,970-gallon wetwell; 11,220-gallon aerobic digester with coarse bubble
diffusers, single 45-cfiu blower and 3" decant pipe; 3-0.008 acre high rate sand filters and low
pressure pipe system using 5/32" orifices located 5-ft oc, 45 kW auxiliary power generator and auto
transfer switch, 2.5-gph carbon chemical feed pump, 2.5-gph magnesium hydroxide chemical feed
pump, influent flow meter, effluent flow meter/totalizer, three LPP system flow meters/totalizers;
plant equipment controllers; valves; and ancillary equipment;
and construction and operation of a 55,000 gallon per day (GPD) wastewater treatment and high -rate
infiltration facility serving 180 condominium units with 540 bedrooms. This facility shall consist of:
• an Endress+Hauser influent flow measuring device and 45-CFM Roots/URAI 24 Air
. lift/decant blower;
• a 6-mm WAM fine screen;
• a 17,950-gallon (25' x 8' x 12') concrete flow equalization basin with two 40-gallon per
minute (gpm) ISAM feed pumps and a 3.8-horsepower (hp) ABS 100C-CB1.5 mixer;
• two 17,350-gallon (8' x 12'-1" x 12') concrete anoxic basins;
• two 17,350-gallon ((8' x 12'-1" x 12') concrete aerobic basins;
WQ0003044Version 2.3 Shell Version 150213 Page 1 of 10
• two 43,390-gallon (20' x IT-1" x IT) concrete sequencing batch reactor (SBR) with two
975-gpm feed and mixing pumps and two 1-hp ABS EJ 10D mixers;
• an 11,780-gallon (T x 25' x 9') concrete post flow equalization basin with two 40-gpm
effluent pumps;
• two 480-gallon (60 square feet) Hydrotech tertiary filters;
• two Trojan ultraviolet disinfection units (8' x 17" x 6");
• an 11,220-gallon (5' x 25' x 12') concrete anaerobic digesters;
• a Hersey effluent flow measuring device;
• a 11,970-gallon (20' x 10' x 8') dosing tank with a dosing volume of 1,528 gallons;
• a 45-kW Cummins auxiliary generator,
to serve Dunescape Villas WWTF, with no discharge of wastes to surface waters, pursuant to the
application received March 5, 2015, and subsequent additional information received by the Division of
Water Resources, and in conformity with the project plans, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 29, 2016, shall void Permit No.
WQ0003044 issued February 3, 2010, and shall be subject to the following specified conditions and
limitations:
1. SCHEDULES
Upon completion of construction and prior to operation of this permitted facility, a certification
(attached) shall be submitted from a licensed North Carolina Professional Engineer certifying that the
permitted facility has been installed in accordance with this permit, Division approved plans and
specifications, and other supporting documentation, including the location of all monitoring wells as
applicable. If this project is to be completed in 12hases and partially certified the Permittee 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 com leted. Mail the
Certification to the Division of Water Resources, Water Quality Permitting Section, 1617 Mail
Service Center, Raleigh, NC 27699-1617. [15A NCAC 02T .0116(a)]
2. The Wilmington Regional Office, telephone number (910) 350-2004, shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an in -place inspection can be made. Notification to the regional supervisor shall be made from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. [15A NCAC 02T
.0108(b)(2)]
3. No later than August 1, 2015, the Permittee shall request renewal of this permit on official Division
forms. Upon receipt of the request, the Division will review the adequacy of the facilities described
therein, and if warranted, will renew the permit for such period of time and under such conditions and
limitations as it may deem appropriate. Please note Rule 15A NCAC 02T .0105(d) requires an
updated site map to be submitted with the permit renewal application. In accordance with Rule 15A
NCAC 02T A 115, the Permittee shall submit a copy of the declarations and bylaws documenting
compliance with the attached Operational Agreement. [15A NCAC 02T .0105(d), 02T .0106, 02T
.0109, and 02T .0115(c)]
4. Within ninety (90) days of permit issuance, the Dunescape Villas Condominium Owner's Association
shall approve the draft Board of Director's Wastewater Treatment and Disposal Policy (Policy). The
signed Policy shall be submitted to the Division upon approval. The Policy shall be binding upon all
future Board of Directors and shall be incorporated as part of the Operational Agreement as
referenced in Condition 1I.7. [15A NCAC 02T .0115]
WQ0003044Version 2.3 Shell Version 150213 Page 2 of 10
5. If the subject wastewater treatment or infiltration facilities are in noncompliance with the terms and
conditions of this permit, governing statutes or regulations, the subject facilities shall be connected
to an operational publicly owned wastewater collection system within 180 days of its availability.
Prior to the initiation of these connection activities, appropriate Division approval shall be received.
[15A NCAC 02H .0404(e)]
II. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the infiltration areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or infiltration facilities.
[G.S. 143-215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility. [15A NCAC 02B .0200, 02L .0100)
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108]
4. 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 in accordance with 15A NCAC 02T .0400. If an
individual permit is not required, the following performance criteria shall be met:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to
land or surface waters, and any contravention of groundwater or surface water standards.
b. A map of the sewer system shall be developed and actively maintained.
c. An operation and maintenance plan shall be developed, implemented and maintained.
d_ Pump stations not connected to a telemetry system shall be inspected every day (i.e., 365 days per
year). Pump stations connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewers shall be inspected at least once every six months.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the Wilmington Regional Office in accordance with
15A NCAC 02B .0506(a), and public notice shall be provided as required per North Carolina
General Statute § 143-215.1 C.
h. A grease control program shall be developed, implemented and maintained.
i. Right-of-ways and easements shall be maintained.
j. Inspection and maintenance records for Conditions II.4.a. through 11.4.i. shall be maintained for a
period of at least three years, except for Conditions HA.b. and 11.4.c., which shall be maintained
for the life of the system.
[I5A NCAC 02T .0403]
5. Effluent quality shall not exceed the limitations specified in Attachment A. [I5A NCAC 02T
.0108(b)(1), 02T .0705(b)]
6. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0705(m)]
WQ0003044Version 2.3 Shell Version 150213 Page 3 of 10
7. The Operational Agreement (attached) between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all
sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this permit. [ 15A NCAC 02T .0115]
S. A usable green area shall be maintained for effluent disposal. The green area shall have the capability
of accommodating the facility's average daily flow without exceeding the green area loading rates. A
"green area" is defined as an area suitable for waste disposal, either in its natural state or which has
been modified by planting a vegetative cover of grasses or low growing shrubbery. [15A NCAC 02H
.0404(g)(7)]
This disposal system was individually permitted prior to December 30, 1983; therefore, the
compliance boundary is established at either 500 feet from the effluent disposal area, or at the
property boundary, whichever is closest to the effluent disposal area. An exceedance of groundwater
standards at or beyond the compliance boundary is subject to remediation action according to 15A
NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North Carolina General
Statute 143-215.6A through 143-215.6C. [15A NCAC 02L .0107]
10. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L
.0106, 02L .0108]
11. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [ 15A NCAC 02L .0107(c)]
12. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g). [15A NCAC 02L .0107]
13. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites (originally permitted September 14, 1981) shall be as
follows (all distances in feet):
i. Any surface water body: 100
ii. Any drainage ditch that is normally dry: 25
b. The setbacks for treatment and storage units shall be as follows * (all distances in feet):
iii. Adjacent property under separate ownership (developed or undeveloped): 10
iv. On -property residential units that are to be sold: 10
Setbacks listed above are consistent with the original permit issuance dated September 14, 1981 and
also apply to the wastewater treatment plant replacement permitted herein. Note that any future
wastewater treatment plant expansion(s) will be subject to setbacks listed in the most current 15A
NCAC 02T rules.
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. 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. The Permittee shall maintain an Operation and
Maintenance Plan, which at a minimum shall include operational functions, maintenance schedules,
safety measures and a spill response plan. [ 15A NCAC 02T .0707]
WQ0003044Version 2.3 Shell Version 150213 Page 4 of 10
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02T .0117]
Vegetative growth shall be kept out of the rotary distribution areas at all times. All vegetation shall
be removed manually causing minimal disposal area disturbance. [15A NCAC 02T .0108(b)(1)]
4. All infiltration equipment shall be tested and calibrated at least once per permit cycle. Calibration
records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request. [15A NCAC 02T .0108(b)(1)]
Only effluent from Dunescape Villas WWTF shall be infiltrated on the sites listed in Attachment B.
[G.S. 143-215.1 ]
6. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and operational at all times. If a generator is employed as an alternate power supply,
it shall be tested weekly by interrupting the primary power source. [ 15A NCAC 02H .0404(g)(3)]
7. No automobiles or machinery shall be allowed on the infiltration sites except during equipment
installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)]
8. Public access to the infiltration sites and wastewater treatment facilities shall be prohibited. [15A
NCAC 02T .0705(p)]
9. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0708. [ 15A NCAC 02T .0708, 02T .1100]
10. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .0705(i)]
11. The application of chemicals to the high rate infiltration areas is expressly prohibited.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division -required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Pennittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
WQ0003044Version 2.3 Shell Version 150213
Page 5 of 10
b. Name of person performing calibration, and
c. Percent from true flow.
[15A NCAC 02T .0105(k)]
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
The Permittee shall maintain adequate records tracking the amount of effluent infiltrated. At a
minimum, these records shall include the following information for each infiltration site listed in
Attachment B:
a. Date of infiltration;
b. Volume of effluent infiltrated;
c. Site infiltrated;-
d. Length of time site is infiltrated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Forth NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5.) on
Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0I05(l)]
A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request_ At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0108(b)(1)]
8. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date and results of power interruption testing on alternate power supply;
b. Date of calibration of flow measurement device;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
[15A NCAC 02T .0108(b)(1)]
WQ0003044Version 2.3 Shell Version 150213 Page 6 of 10
9. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C. [15A NCAC 02T .0105(m)]
10. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
11. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
350-2004, 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. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b, Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the infiltration sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence_ This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T
.0108(b)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and infiltration facilities. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the wastewater treatment and infiltration facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request. [15A NCAC 02T .0108(b)]
WQ0003044Version 2.3 Shell Version 150213 Page 7 of 10
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and infiltration facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3(a)(2)]
V1. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C. [G.S. 143-215.6A to 143-2I5.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n). [G.S. 143-21.5.11
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under General Permit NCG010000; any requirements pertaining to wetlands under 15A NCAC
02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of
the General Statutes. [15A NCAC 02T .0105(c)(6)]
In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .01041
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein. [15A NCAC 02T .0108(b)(1)]
The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050)]
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [15A NCAC 02T
.0110]
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall because for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
WQ0003044Version 2.3 Shell Version 150213 Page 8 of 10
Permit issued this the 0 day of May 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. jay merman, Director
ivisi n of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0003044
WQ0003044Version ?.3 Shell Version 150213 Page 9 of 10
Permit No. WQ0003044 High -Rate Infiltration System
Dunescape Villas Condominium Owners Association, Inc. DATE OF PERMIT
Dunescape Villas WWTF Carteret County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weeidy ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division -approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division -approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm
Mailing Address
City State Zip
Telephone E-mail NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0003044Version 2.3 Shell Version 150213 Page 10 of 10
ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001- WWTP Effluent (Pre -construction of upgrade)
Permit Number: WQ0003044 Version: 2.3
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
10
See Note I
Composite
00940
Chloride (as Cl)
mg/L
See Note 2
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
9/100 mL
14
See Note l
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
55,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
See Note 1
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
10
See Note l
Composite
00400
pH
su
6
9
Daily -Weekdays
Grab
70300
Solids, Total Dissolved — 180 °C
mg/L
See Note 2
Grab
00530
Solids, Total Suspended
mg/L
20
See Note 1
Composite
1. Weekly sampling from April through October, otherwise 2 x month
2. 3 x year sampling in March, July and November.
WQ0003044 Version 2.3 Attachment A Page 1 of
ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent (Post -construction of upgrade)
Permit Number: WQ0003044 Version: 2.3
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
pally Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
10
See Note 1
Composite
00940
Chloride (as Cl)
mg/L
i
See Note 2
Grab
31616
Colifonn, Fecal MF, M-FC Broth, 44.5 °C
1#/100 mL
14
See Note 1
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
55,000
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
See Note I
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
10
See Note 1
Composite
00600
Nitrogen, Total (as N)
mg/L
14
See Note 1
Composite
00400
pH
su
I
6
9
Daily -Weekdays
Grab
00665
Phosphorus, Total (as P)
mg/L
See Note I
Grab
70300
Solids, Total Dissolved -- 180 °C
mg/L
See Note 2
Grab
00530
Solids, Total Suspended
mg/L
I5
See Note 1
Composite
I. Weekly sampling from April through October; otherwise 2 x month
2. 3 x year sampling in March, July and November.
WQ0003044 Version 2.3 Attachment A Page 2 of 2
ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Dunescape Villas Condominium Owners Association, Inc. — Dunescape Villas WWTF
Permit Number: WQ0003044 Version: 2.3
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Dominant
Parameter
Rate
Units
Acreage
Soil Series
1
Dunescape Villa Condominium
Carteret
, ,
34 4l 09
P
76 46 25
0.08
01284 — Application Surface Irrigation
6
2
GPDIft'
Owners Association, Inc.
2
Dunescape Villa Condominium
Carteret
340 41' 09"
76' 46' 25"
0.08
0 12 94 — Application Surface Irrigation
6
GPDfft`
Owners Association, Inc.
Dunescape Villa Condominium
Carteret
34'41' 09"
760 46'25"
0.08
01284— Application Surface Irrigation
6
GPD/ft'
Owners Association, Inc.
Totals
0,24
WQ0003044 Version 2.3 Attachment B Page I of I
THIS PAGE BLANK
ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Monitoring wells: MW-1, MW4, MW 5, and MW-6
Permit Number: WQ0003044 Version: 2.3
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1,6
00940
Chloride (as CI)
250
mg/L
3 x Year
Grab
I
31616
Coliform, Fecal MF. M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
I
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
1
00400
pH
6.5-8.5
su
3 x Year
Grab
1.2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
I
GWVOC
Volatile Compounds (GC/MS)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
I, 2,3
1. 3 x Year monitoring shall be conducted in March, July & November; annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D. PQL at 0.5 µg/l, or less
b. Standard Method 621OD. PQL at 0.5 µg/L or less
C. EPA Method 8021, Low Concentration. PQL at 0.5 µo. or less
d. EPA Method 8260, Low Concentration. PQL at 0.5 µg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DW R certified to run any method used.
b. The method used must, at a ininimum, include all the constituents listed in Table Vill of Standard Method 6230D.
c_ The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by DWR. Any constituents detected above the MDL but below
the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington Regional Office supervisor, telephone number (910) 350-2004,
must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as treasured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above_
7. Monitoring wells shall be reported consistent with the nomenclature in this attachment.
WQ0003044 Version 2.3 Attachment C Page I of l
Page Left Blank
NDAR-2
Permit No.: 00000-
Dunescape
D. infiltration occur at�
w
this facility?['
■ S . f
Area
,
a
c
rt
INEIRMT-17. .,
�■
NDAR-2
Did the application rates exceed the limits in Attachment B of your permit? Conpiant wn,G Ilant
If not a basin, were the sites kept free of vegetation and raked? Cw*nt Non-Conpbrit
If not a basin, were there any instances of effluent ponding in or runoff from the sites? r- Compliant Non-CortphOnt
If a basin, were there any instances of breakout from the berms? Compliant Non-Corrtpra,t
Was the onsite automatically activated standby power source tested and operational? r Compliant Nort-Cortpfant
tf the facility is non -compliant, please explain in the space below the reason(s) the facility was not in compliance. Provide in your explanation the date(s) of the non-compliance and describe the corrective
action(s) taken. Attach additional sheets if necessary.
Operator in Responsible Charge (ORC) Certification
Permittee Certification
ORC:
Permittee:
Certification No.:
Signing Official:
Grade: Phone Number:
Signing Official's Title:
Has the ORC changed since the previous NDAR-2? ;—Yes Na
Phone Number: Permit Exp.:
Signature Date
Signature Date
By this signature, I certify that this report is accurate and complete to the hest of my knowledge.
I certify, under penalty of law, that this docurnent and all attachments w ere prepared under my direction or supervision in
accordance with a system designed to assure that all qualified persannei property gathered and evaluated the information
submitted. Based on my inquiry of the person or persons w ho menage the system or those persons directly responsible
for gathering the information, the information submlled is, to the best of my know ledge and beW. true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, ancludmg the passibility of fines and
inprisonrtent for know ing violations.
Mail Original and Two Copies to:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
NDAR-2
Formulas
(LoadingGPDf tVolumeApplied (gallons)
_
Area (acres) x 43,560 acre
Weather Codes
Clear
C
Cloudy
CL
Partly Cloudy
PC
Rain
R
S leet
S L
Snow
SN
NDAR-2
Page Left Blank
NDMR - Pre -construction of upgrade
Permit No.: WQ0003044
Facility Name: Dunescape Villas WWTF
County: Carteret
Month:
Year:
IRK
Flow Measuring Point: tnriuent Efflueot r Noftawgenerated
Parameter Monitoring Point ` Influent " Ef►rent GrourdwaterinweN SurfaaeWater
Parameter Code
50050
00310
00940
31616
00610
00620 00I00
T0300
0053p
a
N
a E
O
C
O
E
O
o
0
m
0
— €
LLv
E
t
1211
Z i a
_ v
oo
�_vos
m
v
Gv
t' 3V1
24-hr
hrs
GPD
mglL
mg/L
#1100 mLl
mgIL
mglL
su
mglL
mplL
1
2
3
_
4
5
6
7
8
9
-
10
11-
12
Note 1: 1. Weekly sampling from April through October,
otherwise 2 x month
Note 2: 2. 3 x year sampling in March, July and November
Note 3: Daily on weekdays
131
14
15
16
17
18
19
20
21
22
��
w
23
24
l
25
26
27
28
29
30
31
- -�
Average:
Daily Maximum:
Daily Minimum:
Sampling Type:
Recorder
composite
Grab
Grab
Composde
Composite
Grab
Grab
Cornpcs-le
Monthly Avg, Limit:
55,W0
10
14
4
10
20
Daily Limit:
6apH�9
Sample Frequency:
Ccnti^uous
Note 1
Note 2
Note 1
Note 1
Note 1
Note 3
Note 2
Note 2
NDMR - Pre -construction of upgrade
Sampling Person(s) Certified Laboratories
Name: Name:
Name: Name:
Does all monitoring data and sampling frequencies meet the requirements in Attachment A of your permit- compw Nor�nt
If the facility is noncompliant, please explain in the space below the reason(s) the facility was not in compliance. Provide in your explanation the date(s) of the non-compliance and describe the coffective
action(s) taken. Attach additional sheets if necessary.
Operator in Responsible Charge (ORC) Certification
Permittee Certification
ORC:
Pe rm itte e:
Certification No,:
Signing Official:
Grade: Phone Number:
Signing Official's Title:
Has the ORC changed since the previousNDMR? yes k No
Phone Number: Permit Expiration:
Signature Date
Signature Bate
By this signature, I certify that this report is accurrale and complete to the best of my knowledge.
I eerily, under penalty of Law, that this document and of attachments w ere prepared under rry direction or supervision
in accordance w ith a system designed to assure that ag quafrried personnel properly gathered and evaluated the
infornnWri submitted. Based an my inquiry of the person or persons w ho manage the system or Uwse persons directly
responsbie for gather rig the infometion, the in€omefion subrrined is. to the best of my know ledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for sutxriAting false inforrretion, including the
possibility of fines and imprisonment for knowing violations
MailOriginal and Two Copies to:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
NDMR - Pre -construction of upgrade
User Friendly Name
Official Parameter Name
DWQAccepted Units
00010
Temperature
Ternperati e, water Deg. Centigrade
°C
00076
Turbidity
Turbidity. HCH Turbidimeter
NTII
00092
Flow - Maximum
Fbw, Maxirnurn Flow Range
GPD
D0094
Conductivity
Conductivity
p0
00125
Dichbrobenzene
Dichbroben2ene (Isomers) MIP I Water ugll
pgR
00300
Dissolved Oxygen
DO, Oxygen, Dissolved
mglL
00310
BOD,
SOD, 5-Pay (20 Deg. Q
mglL
00340
COO
COD, Oxygen Demand, Chem. (High Level)
nglL
00400
pH
pH
su
00480
Salinity
Salinity
rnglL
00515
Total Filterable Residue
Residue, Tot FILrble (dried at tO5C)
mglL
00530
Total Suspended Solds
Solids, Total Suspended
mglL
00545
Settleable Solids
Sutds. Settleable
mL/L
ODS56
Gilt Grease
Oil B: Grease
rnglL
OD600
Total Nitrogen
Nitrogen. Totaifas NJ
rrglL
OC610
Ammonia
Nitrogen, Ammonia Total (as N)
mg1L
00615
Nitrite
Nitrogen, Nitrite Total(as N)
rig/L
00620
Nitrate
Nitrogen, Nitrate Total (as N)
nnglL
00625
TotalKjeldahlNitrogen
Nitrogen, Kjeldahl,Total (asNJ
rrlglL
00630
Nitrite . Nitrate
Nitrite plus Nitrate Total 1 DET. (as N)
mglL
00660
Ortho Phosphate
Phosphate, Orthm(as PO4)
mglL
00665
Tota(Phosphorus
Phosphorus, Total (as P)
mg/L
00670
Organic Phosphorus
Phosphorous, Total Organic (as P)
mg/L
00680
Total Organic Carbon
Carbon, Tot Organic (TOC)
aVL
00681
Dissolved Organic Carbon
Carbon, Dissolved Organic (As C)
rmg/L
OD916
Calcium
Calcium, Total (as Cal
mg/L
Magnesium
kagnesium, Total (as lslg)
mglL
Sodium
Sodium, Total fas Na)
mglL
Sodium Adsorption Ratio
Sodium Adsorption Ratio
Ratio
Potassium
Potassium, Total(as KI
rig/L
r
Chloride
Chloride (as Q
mglL
SLlfate
Sulfate, Total(as SO4)
mglL
Arsenic
Arsenic, Total(as As)
mglL
Barium
Barium, Total (as Ba)
mg/L
01022
Baron
Boron, Total (as B)
mgIL
01027
Cadmium
C admium, Total (as Cd)
mglL
01034
Chromium
ChronA um, Total (as Cr)
mglL
01042
Capper
Copper, Total (as Cu)
rng/L
01045
Iron
Iron, Total (as Fe)
mglL
01051
Lead
Lead. Total (as Pb)
mg/L
01055
Manganese
Manganese,Total (as Mn)
mglL
01067
Nickel
Nickel Total (as Ni)
mglL
01077
Silver
Silver, Total (as Ag)
mg/L
01092
Zinc
Zinc, Total (as Zn)
mg/L
01147
Selenium
Selenium, Total (as Se)
mg/L
01284
ND Application Rate
Non -Discharge Application Rate
(nfyr
31504
TotatCoGform
COhfarm, TotalMF, Immed,LES Endo Agar
#1100m1
31SO5
Total Coliform
Coliform, Tot, MPN, Completed,(100 mL)
MPN/100 mt
31613
Fecal Coliform
Coliform, Fecal MF, M-FC Agar,44.5C,24hr
#1100A
31616
FecatCoblorm
Coliform, Fecal MF, M-FC Broth,44.5C
#/160 mt
)2106
Chloroform
Chloroform
mg/L
32730
Phenolics - Recoverable
Phenolics. Total Recoverable
mglL
32730
Phenols.
ng/L
14469
Pyrene
Pyrene
ppIL
34694
Phenol- Single
Phena Single Compound
mg/L
38260
Surfactants
Surfactants(MBAS)
mg/L
5DO50
Flow
Flow, in conduit or thru treattrent plant
GPO
50060
Total Residua IChbrine
Chlorine, Totai Residual
mglL
70295
Total Mssolved Solids
Solids, Total Dissolved
MOIL
7D300
Total Dissolved Solids
Solids, Total Dissolved. 180 Deg.0
mgtL
70318
' Solids
Solids, Total, Percent
718HO
Formaldehyde
Formaldehyde
MIL
7I90O
Mercury
Mercury, Total (as Hg)
ng/L
78732
Volatile Compounds
Volatile Compounds, (a IMS)
Yes/No
30097
Carbonaceous BOD
BGD, Carbonaceous OS Day,2UC
mg7L
81639
Total KjeldahlNitrogen
Nitrogen Kjeidalh,Total ITKN)
ibsiac
81688
Ethylene Glycol
Ethylene glycol
pgll.
82385
Nitrogen Oxides
Nitrogen Oxides (as N)
mglL
92546
Water Level
Water Level, distance from measuring point
it
C0310
BOD, - Conc.
BOD, 5-Day 120 Deg. C) - Concentration
rig/L
C0530
T55- Cone.
Solids, Total Suspended -Concentration
mil IL
C 0600
Total Nitrogen - Conc.
Nitrogen, Total (as N) - Concentration
mglL
C0610
Ammonia - Conc.
Nitrogen, Ammonia Total (as N) - Concentratior
mg1L
C0665
Total Phosphorus -Conc.
Phosphorus, TOtal(a5 P)- Concentration
irg/L
WQ09
Plant Available Nitrogen
Plant Available Nitrogen - Loading
rrglL
NDMR - Pre -construction of upgrade
Page Left Blank
NDMR - Post -construction of upgrade
Permit No.: W00003044
Facility Name: Dunescape Villas WWTF
County: Carteret Month: Year:
PPI:
Flow Measuring Point: ` influent . Effluent Nofiowgenerated
Parameter Monitoring Point: Influent r7ftuent Groundwatertnwering Surface water
Parameter Code
600513
00310
00940
31616
00610
00620
00SUO
00400 70300
00530
a,
O
-x E
O�
�`�
O
o
t]
W
n
v
u Q
(_
��
E
E
r
:3
Z
�
t-
a
o
o H o
►'Oy
o
S a o
~ �u)
1
24-hr
hrs
GPI)
mg/L
I mg/L
#l100 mL
mg/L
mg/L
mgfL
su
mgIL
I mglL
_
1
2
_
—. ...
4
6
7
_ _
8
10
12
_
Note 1: 1. Weekly sampling from April through October,
otherwise 2 x month
Note 2: 2. 3 x year sampling in March, July and November
Note 3: Daily on weekdays
13
14
15
16
17
19
_
-
---
-
20
21
22
23
24
25
26
---
27
—
--
29
30
31
-
Average:
Daily Maximum:
Daily Minimum:
Sampling Type:
Recorder
Composite
Grat
Grab
Composite
Composite
Gornpositel
Grat
Gat
::omposda
Monthly Avg. Limit:
55000
10
14
4
10
14
i5
Daily Limit
I6>ptb9
Sample Frequency:
Conlinuoui
Note 1
Noue 2
1 Note 1 1
%,,te +
Note 1
*ft 1
No!! 3
1 Note 2
1 Note 2
NDMR - Post -construction of upgrade
Sampling Person(s) Certified Laboratories
Name: Name:
Name: Name.
Does all monitoring data and sampling frequencies meet the requirements in Attachment A of your permit- compliant Non-complizint
tithe facility is non -compliant, please explain in the space below the reason(s) the Facility was not in compliance. Provide its your explanation the date(s) of the non-compliance and describe the corrective
action(s) taken_ Attach additional sheets if necessary.
Operator in Responsible Charge (ORC) Certification
Permitbee Certification
ORC:
Permittee:
Certification No.:
Signing Official:
Grade: Phone Number:
Signing Official's Title:
Was the ORC changed since the previous NDMR? yes No
Phone Number: Permit Expiration:
Signature Date
Signature Date
By this signature, I certify that this report is accurrate and complete to the best of my know ledge.
I certify, under pena ty of law, that this document and at attachments w are prepared under my direction or supervision
in accordance w ith a system designed to assure ttrat all qualified personnel properly gathered and evaluated the
infomation submitted. Based on my inquiry of the person or persons w ho manage the system or those persons directly
responsUe for gathering the erforrration, the information submitted is, to the best of rry fmow ledge and belief, true,
accurate, and complete. i am air are that there are significant penalties for submitting false information, excluding the
possibility of fines and imprisonment for know ing violations.
Mail Original and Two Copies to:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-107
NDMR - Post -construction of upgrade
User Friendly Name
Official Parameter Name
DWQAdcepted Units
00010
Temperature
Temperature, Water Deg. Centigrade
°C
00076
Turbidity
Turbidity, HC H Turbidimeter
NYU
00092
Fbw - Maximum
Flow, Maximum Flow Range
GPD
00094
Conductivity
Conductivity
p0
00125
Dichlorobenzene
Dichbrobenzene (Isomers) M!P In Water ugll
pStL
003M
Dissolved Oxygen
DO, Oxygen. Dissolved
mglL
00310
BOD,
DOD, 5-Day (20 Deg. C)
mglL
00340
COD
COD, Oxygen Demand, Chem !High Level)
mg1L
00400
pH
PH
su
00480
Salinity
Salinity
mg/L
00515
Total Filterable Residue
Residue, Tot Fttrble (dried at 105C)
mglL
00530
Totat Suspended Solids
Solids. Total Suspended
mnlL
00545
Settleable 5oids
Solids, Settleable
rrL1L
00556
Oil& Grease
Oil Fr Grease
mg7L
00600
Total Nitrogen
Nitrogen, Total las Ni
mglL
00610
Arrsromia
Nitrogen, Ammonia Total(as N)
mglL
Nitrite
Nitrogen, Nitrite Total(as Nl
mglL
Nitrate
Nitrogen, NitrateTotal(asN)
mg1L
TotalK)eldahl Nitrogen
Nitrogen. Njeklahl, Total(as N)
mg1L
r
Nitrite - Nitrate
Nitrite plus Nitrate Total s DET. (as N)
ma31L
Ortho Phosphate
Phosphate.Ortho(as P041
mg/L
Total Phosphorus
Phosphor us, Total (as P)
"VIL
OD670
Organic Phosphorus
Phosphorous, Total Organic (as P)
rnglL
D0680
Total Organic Carbon
Carbon, Tot Organic(TOC)
mglL
00681
Dissolved Organic Carbon
Carbon, Dissolved Organic jAs C)
mgfL
00916
Calcium
CalGtun; Total (as Ca)
mg1L
00927
Magnesium
Magnesium, Total (as Mg)
m1glL
D0929
Sodium
Sodium, Total (as Na)
m3lL
00931
Sodium Adsorption Ratio
Sodium Adsorption Ratio
Ratio
C0937
Potassium
Potassium, Total (as K)
mglL
009-10
Chloride
Chloride (as CI)
mg/L
00945
Sulfate
Sulfate, Total (as SO4)
mg1L
01002
Arsenic
Arsenic, Total (as As)
mg1L
01007
Barium
Barium, Total(a5 Ba)
mg1L
01022
Boron
Boron, Total(as B)
mg1L
01027
Cadmium
Cadmium, Total (as Cd)
mg1L
01034
Chromium
Chromium, Totat(as Cr)
mg1L
0$042
Copper
Copper, Total (as Cu)
mg1L
111045
Iran
Iron, Tota( (as Fe)
mg1L
01051
Lead
Lead, Total (as Pb)
mg1L
01055
Manganese
Manganese, Total (as Mn)
mg1L
01067
Nickel
Nickel, Total (as Ni)
mB/L
Ot077
Silver
Silver, Total (as AV
mg/L
010 22
Zinc
Irnc, Tota((as Zn)
ring 1L
01147
Selenium
Selenium, Total (as Se)
mglL
01284
ND Application Rate
Non -Discharge Application Rate
inlyr
31504
Total Cotiform
Cotiform, TotaIMF, Immed,LES Endo Agar
#lion ML
31505
Total Cotiform
Coofor m, Tot, MPN, Completed, I100 mt)
MPNI IDO ML
31613
Fecal Cotiform
Cotiform, Fecal MF, M-FC Agar,44.5C,24hr
91100 mi
31616
Fecal Colifarm
Cotiform, Fecal MF, M-FC Broth,44.5C
#1101) mL
32106
Chloroform
Chloroform
mg1L
32730
Phenolics- Recoverable
Phenolics. Total Recoverabe
mg1L
32730
Phenols
mg1L
34469
Pyrene
Pyrene
pglL
34694
Phenol Single
Phenol. Single Compound
mg1L
38260
Surfactants
5urfactants(MBAS)
mg1L
50050
Flow
Flo-, in conduit or thru treatment plant
GPD
50060
Total ReSfdualChlorine
Chlor me, Total Residual
mg/L
70295
Total Dissolved Solids
Solids, Total Dissolved
mg1L
70300
Total Dissolved Sotds
Sotds.Total Dissolved- 180Deg.0
mg1L
70316
. Solids
Solids. Total, Percent
71880
Formaldehyde
Fotmuldehyde
mg1L
71400
Mercury
Mercury, Total las Hit)
mg1L
78732
Volatile Carrpounds
Volatile Compounds. IGC7MS)
Yes/No
80082
Carbonaceous BOD
SOD, Carbonaceous 05 Day,20C
mg1L
81639
Total Kjeldahl Nitrogen
Nitrogen Kjeldah, Total ITKN)
lbslac
81688
Ethylene Glycol
Ethylene glycol
pg/L
92395
Nitrogen Oxides
Nitrogen Oxides (as N)
mg1L
92546
Water Level
Water level, distance from measuring paint
ft
C0310
BUD; - Conc.
BOD, S-Day (20 Deg. C) - Concentration
mg/L
C0530
T55 - Conc.
Solids, Total Suspended - Concentration
mg1L
C0600
Total Nitrogen -Conc.
Nitrogen, Total (as N)- Concentration
mg/L
C0610
Ammonia - Conc.
Nitrogen, Ammonia Total (as N) - Concentration
mg
C0665
Total Phosphorus -Conc.
Phosphorus, Total (as P)-Concentration
mg/L
WQ09
Plant Available Nitrogen
Plant Available Nitrogen - Loadfng
mg1L