HomeMy WebLinkAboutWQ0000224_Final Permit_20071010. o�G� war)�9Q�
Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Q ^C C H. Sullins Director
Division of Water Quality
October 10, 2007
Mr. Nick Crane, Association Manager
Point Emerald Villas Association, Inc.
Post Office Box 4455
Emerald Isle, NC 28594
Subject: Permit No, WQ0000224
Point Emerald Villas Association, Inc,
Wastewater Rotary Distributor Facilities
High -Rate Infiltration
Carteret County
Dear Mr. Crane:
In accordance with your request for permit renewal received June 28, 2007, we are forwarding
herewith Permit No. WQ0000224, dated October 10, 2007, to Point Emerald Villas Association, Inc, for
the continued operation of the subject wastewater treatment and high -rate infiltration facilities.
This permit shall be effective from the date of issuance until September 30, 2012, shall void
Permit No. WQ0000224 issued August 23, 2002, 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 adjudicato.y hearing upon written request within 30 days i;llowing 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, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
Please note that on September 1, 2006, State Administrative Code 15A NCAC Subchapter 02T —
Waste not Discharged to Surface Water was adopted. This permit incorporates the requirements of these
rules. Remember to take the time to review this permit thoroughly, as some of the conditions
contained therein may have been added, changed, or deleted from those in previously issued permits.
If you need additional information concerning this matter, please contact David Goodrich at (919)
715-6162 or david.goodrich@ncmail.net.
Sinc r
for Coleen H. Sullins
cc: Carteret County Health Department
Wilmington Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files
LAU Files
. JJne Carolina
N�turally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone! (919) 733.3221
Internet: www.ncwaterguality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588
Fax 2: (919) 715-6048
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: (877) 623-6748
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
Point Emerald Villas Association, Inc.
Carteret County
FOR THE
continued operation of approximately 475 linear feet of 6 inch gravity sewer, approximately 430 linear feet of 8 inch
gravity sewer, a 125 GPM pump station with dual pumps, high water alarms and standby power, approximately 865
linear feet of 4 inch force main and a 52,950 GPD wastewater rotary distributor facility consisting of a 14,800 gallon
aerated flow equalization basin, dual aeration tanks (one 36,000 gallons and one 18,000 gallons), dual blowers, dual
clarifiers, dual tertiary filters, a 6,900 gallon sludge holding tank, tablet type chlorinators, a chlorine contact chamber, a
dosing tank, a 65 foot diameter rotary distributor, called Field 01 (rated at 22,680 GPD), a 4,420 square foot surface low
pressure pipe type distribution field with gravel cover called Field LP, a standby power generator, effluent flow
measurement, and all associated piping, valves, controls and appurtenances to serve Point Emerald Villas with no
discharge of wastes to the surface waters, pursuant to the application received June 28, 2007, and in conformity with the
project plan, specifications, and other supporting data subsequently fled 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 September 30, 2012, shall void Permit
No. WQ0000224 issued August 23, 2002, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
1. No later than six months prior to the expiration of this permit, 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 extend the permit for such period of
time and under such conditions and Iimitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. The permittee shall submit a copy of the declarations and bylaws that documents
compliance with the attached Operational Agreement in accordance with Rule 15A NCAC 02T,0115,
2. 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.
WQ0000224 Version 3.0 Shell Version 070612 Page 1 of 9
II. PERFORMANCE STANDARDS
1. The high -rate infiltration facilities shall be effectively maintained and operated at all' times so that
there is no discharge to the surface waters, nor any contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions or failure of the high -rate infiltration area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division, such as the construction of additional or replacement wastewater treatment
and disposal facilities.
2. This permit shall become voidable if the soils fail to adequately assimilate the wastes and may be
rescinded unless the facilities are installed, maintained, and operated in a manner which will protect
the assigned water quality standards of the surface waters and ground waters. The ponding of
wastewater on the surface of the distribution field when the dosing cycle commences shall be
considered as evidence of failure of the soils to adequately assimilate the wastewater. Additionally,
such failure shall be interpreted as a violation of this permit condition.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
4. All wells that are 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 state and local laws and regulations pertaining to well construction.
5. Effluent limitations shall not exceed those specified in Attachment A.
6. Application rates, whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
The compliance boundary for the gravel infiltration system is specified by rules in 15A NCAC 02L.
.0100, Groundwater Classifications and Standards. This disposal system was individually permitted
prior to December 30, 1983; therefore, the compliance boundary is established at either 500 feet from
the waste disposal area, or at the property boundary, whichever is closest to the waste 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.
8. The compliance boundary for the rotary distributor disposal system is specified by rules in 15A
NCAC 02L, Groundwater Classifications and Standards. This disposal system was individually
permitted on or after December 30, 1983; therefore, the compliance boundary is established at either
250 feet from the waste disposal area, or 50 feet within the property boundary, whichever is closest to
the waste disposal area. An exceedance of groundwater standards at or beyond the compliance
boundary is subject to remediation action according to 15A NCAC 02L A106(d)(2) as well as
enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-
215.6C.
The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
10. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
11. The 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 action in accordance with 15A NCAC 02L .0106.
WQ0000224 Version 3.0 Shell Version 070612 Page 2 of 9
12. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate
400
ownership:
ii. Any habitable residence or place of public assembly owned by the
200
permittee:
iii. Any private or public water supply source:
100
iv. Surface waters:
200
v. Groundwater lowering ditches:
200
vi. Surface water diversions:
50
vii, Any well with exception of monitoring wells:
100
viii. Any property line:
100
ix. Top of slope of embankments or cuts of two feet or more in vertical
100
height:
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
200
xii. Any swimming pool:
100
xiii.Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
xvi. Impounded public water supplies:
500
xvii. Public shallow groundwater supply:
500
b. The setbacks for treatment and storage units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line; 50
vi. Other treatment units and public right of ways: 50
13. The Operational Agreement (see 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.
14. A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding the
loading rates of the green area. A "green area", as defined in 15A NCAC 02H.0404 (g)(7), is 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.
WQ0000224 Version 3.0 Shell Version 070612 Page 3 of 9
III. OPERATION AND MAINTENANCE REQUIREMENTS
I. 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 pursuant to 15A NCAC 02T .0707 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2, Upon classification of the wastewater treatment and high -rate infiltration facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the high -rate infiltration system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the high -rate
infiltration field.
S. High -rate infiltration shall not be performed during inclement weather or when the ground is in a
condition that will cause ponding or runoff.
6. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
7. No type of wastewater other than that from Point Emerald Villas shall be disposed onto the high -rate
infiltration area.
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
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.
11. The residuals generated from these treatment facilities must be disposed 1 utilized in accordance with
15A NCAC 02T .I100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T.0708.
12. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
13. The rotary distribution fields shall be raked twice weekly during the months of April through October
and once a week during the months of November through March.
14. The screenings removed from the wastewater treatment plant shall be properly disposed in a sanitary
landfill or by other means which have been approved by the Division.
15. Vegetative growth must be kept out of the rotary distribution areas at all times. All vegetation must be
removed manually so that minimal disturbance will occur to the disposal area.
16. The application of chemicals to the distribution field(s) is expressly prohibited.
WQ0000224 Version 3,0 Shell Version 070612 Page 4 of 9
17. The flow measurement device shall be calibrated annually by a representative of a firm which is
routinely engaged in the calibration of flow measurement devices. Records of this calibration,
including all information pertinent to the calibration, shall be available during any inspection by
Division staff.
18. Diffusers shall be cleaned as needed to ensure that adequate aeration is provided. Records of this
maintenance shall be maintained by the Permittee.
19. The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the plans
and specifications approved by the Division.
20. Both trains of the existing dual train wastewater treatment facility must be utilized since each has a
design capacity of approximately one half the design flow capacity of the plant.
IV. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 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 consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow,
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(les) and
location(s) for the parameter(s) specified in Attachment A.
5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of high -rate infiltration,
b. Volume of wastewater infiltrated,
c. Zone infiltrated,
d. Length of time zone is infiltrated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. Loading rates to each infiltration site list in Attachment B
g. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each zone,
h. Weather conditions, and
i. Maintenance of cover crops.
WQ0000224 Version 3.0 Shell Version 070612 Page 5 of 9
6. Monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment 'C.
All mWing, well construction forms well abandonment forms and rfto-nitobng data shall refer to the
permit number and the well nomenclature as provided in Attachment C and Figure 2.
Two copies of the results of the sampling and analysis must be received on Form GW -59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW -59 shall include the number of this permit and the
appropriate well identification number. One Form. GW -59a certification form shall be provided for
each set of sampling results submitted.
Three copies of all monitoring data [as specified in Conditions IV.3. and IVA.] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Conditions IV.5. and TV. 10] on Form NDAR-2 for every infiltration area 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 Quality
Information Processing Unit
1617 Mail Service Center.
Raleigh, North Carolina 27699-1617
9. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
high -rate infiltration field and the results maintained on file by the Permittee for a minimum of five
years. The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
PH
Zinc
Magnesium
Base Saturation. (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
WQ0000224 Version 3.0 Shell Version 070612 Page 6 of 9
10. A record shall be maintained of all residuals removed from this facility. The record shall include the
name of the hauler, the permit authorizing the disposal or a letter from a municipality agreeing to
accept the residuals, the date the residuals were hauled, and the volume of residuals removed.
11. A maintenance log shall be maintained at this facility including, but not limited to, the following
items:
a. Daily sampling results including residual chlorine, settleable matter, and dissolved oxygen in
the aeration basin and the clarifier weir;
b. Visual observation of the plant and plant site;
C. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.);
d. Date of calibration of flow measurement device;
Date of results of power interruption testing on alternate power supply; and
f. Dates fields were raked and inspected.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, 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 including ponding in the high -rate infiltration area,
runoff from the high -rate infiltration areas, or infiltration basin breakout.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self-monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any infiltration area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must 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 (5) 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.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
WQ0000224 Version 3.0 Shell Version 070612 Page 7 of 9
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 five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division 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.
VI. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. 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.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
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 government agencies (local, state,
and federal) that have jurisdiction. 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 the Division's General Permit NCGO10000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
5. 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 on official Division forms,
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. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. 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.
WQ0000224 Version 3.0 Shell Version 070612 Page 8 of 9
8. The Permittee must pay the annual fee within 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 pursuant to
15A NCAC 02T .0105(e).
9. The rotary distributor and surface low pressure pipe field covered by this permit renewal are
individually not capable of handling all of the permitted flow of the subject treatment facilities,
therefore, the surface low pressure pipe disposal field and the rotary distributor shall each be
maintained and operated to handle any treated wastewater flow above the permitted rating of the
other, not to exceed the permitted rating of the rotary distributor (22,680 GPD) and not to exceed the
permitted rating of the low pressure pipe disposal field (30,270 GPD).
Permit issued this the 10`" day of October 2007
NORTH C LINA ENVIRONMENTAL MANAGEMENT COMMISSION
or Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0000224
WQ0000224 Version 3.0 Shell Version 070612 Page 9 of 9
ATTACHMENT A - EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Point Emerald Villas Association, Inc.
002 WWTF Effluent
Permit Number. WQ0004224 Version 3.0
lrF1 ... rN f
EFFLUENT LIMITS
iVI0' W� F,'maUI1 NE�f�7S
parameter Description - PCS Code
Monthly Average Units Weekly Daily Units
Average Maximum
Measurement
Frequency
Sample
Type
Nitrogen, Nitrate Total (as N) - 00620 - Winter
Monthly
Composite
Nitrogen, Mtrate Total (as N) - 00620 - Summer
Weekly
Composite
BOD, 5 -Day (20 Deg. C) _ 00310 - Winter
10 mail
Monthly
Ccmposite
Chloride (as C1) - 00940
3 X year
Composite
BOD, 5 -Day (20 Deg. C) - 00310 - Summer
10 mall
Weekly
Composite
Solids, Total Suspended - 00530 - Winter
20 mg/1
Manthiy
Composite
Solids, Total Dissolved - 70295 - Summer
3 X year
Composite
Solids, Total Suspended - 00530 - Summer
20 mail
Weekly
Composite
Nitrogen, Ammonia Total (as N) - 00610 - Winter
4 mg/l
Monthly
Composite
Nitrogen, Ammonia Total (as N) - 00510 - Summer
4 mgJl
Weekly
Composito
pH - 00400
60-90 S. U.
5 X week
Grab
Coliform, Fecal MF, M -FC Brolh,44.5C - 31616 - Summer (geom. mean)
14 #1100m1 43 #/100ml
Weekly
Grab
Coliform, Fecal MF, M -FC Broth,44.5C - 31516 - Winter (georn.mean)
14 #/100ml 43 #1100ml
Monthly
Grab
Chlorine, Total Residuaf - 50050
5 X week
Grab
Flow, in conduit or thru treatment plant - 50050
52,850 gpd
Continuous
Recorder
Winter: September I -April 30
Summer: May 1 - August 31
3 X Year - March, July, November
The Monthly Averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period_
The Monthly Average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
The Daily Maximum shall be the maximum value of all samples collected during the reporting period.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
WON 24 Version 3.0 Attar int A F 1 of 1
ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Permit Number: WOOOD0224 VERSION 3.0
Paint Emerald Villas Association Inc
Point Emerald Villas WWTF Not Dominant Daily Max
FfeldtZone Id Owner County Latitude
Longitude Acreage
Soil Series Paramater
Hourly Avg Limit
ROTARY FIELD Point Emerald Villas Association Inc Carteret 34°39'04"
77005124" .08
01284 -Application Surface Irrigation
22,680 gpd
01284 -Application Surface Irrigation
7 gpd/sf
SUBSURFACE FIELD Point Ernerald Villas Association. Inc Carteret 34°39'05"
77°05'24" .10
01284 - Application Surface Irrigation
30,270 gpd
01284 - Application Surface Irrigation
6.8 g sf
Total
.18
WQ0000224 Version 3.0 Attachment B Page 1 of 1
ATTACHMENT C - GROUNDWATER MONITORING AND LIMITATIONS
POINT EMERALD VILLAS ASSOCIATION, INC.
Monitnrinn wells- MW -1_ MW -4 & MW -5
Permit Number: WQ0000224 Version 3.0
G) I3lR?k"t1215 l ]
LIMITS
t�lt}TIIWGlkII1N(+I S
Parameter Description - PCs Code
Daily Minimum Daily Maximum
u0m
Frequency Measurement
Sampfe Type
Footnotes
Water level, dfstance from measuring point - 82546
3 X year
Calculated
1, 2,3 & 5
pH - 00460
6.5 8.5
su
3 X year
Grab
1 & 5
Coliform, Fecal MF, M -FG 0roth,44-5C - 31616
0
#1100ml
3 X year
Grab
1 & 5
Sofids, Total Dissolved- 180 Deg.0 - 70300
500
mg/l
3 X year
Grab
1 & 5
Carbon, To[ Organic (TOC) - 00660
10
mg/1
3 X year
Grab
1, 4 & 5
Chloride (as GI) - 00940
250
mgll
3 X year
Grab
1 & 5
Nitrogen, Ammonia Total (as N) - 00610
3 X year
Grab
1 & 5
Nitrogen, Nitrate Total (as N) - 00620
10
mgH
3 X year
Grab
4 & 5
Phosphorus, Total (as P) - 00665
3 X year
Grab
1 & 5
1. 3 Nycar monitoring shall be conducted in March, July &e November.
2. The measurement of water levEls shall be made prior to purging the wells. The depth to water in each wet: shall be measured from the surveyed point on the top of the casing,
The measurement of pH shall be made atter purging and prior to satnp[ing 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. If TOC concentrations greater than 10 mg/1 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 measured 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.
5. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 2 and this attachment-
WQ0r '24 Version 3.0 Attar int C
1of1
1 lin t 1 j' /if 16aile�v�`y -.
14 Rb I
(r.
1i , �'� \-` ` l .. +)� i• ..�../1 q\ • %� ��--�/ l41 Il 1, �r�s- 11� t 1 - '�
. F -// �j`�!�^ 1f)..� �.I� � J�� � .• + -, l\ �I�+ J 1 � ,iti"l` � l . I { � `r�... _ t�---
lf
1 Dols• �. 1 11 . a • ,C .' ,t +\ a P / -1�}ti` ,� _ r"��� — (Cj
J —5 ( 14
t � �tiT i • "A +rl, I /� j :.-^..�i ,tea r�41t� 15l" 1 .`,.u�
yr Pq •., 'i°i 1 is / n }} `r, ��`)i� J �.
J
12.
ht Myrtle:
4J Lig�''" , - (� i ' WU a,. Islat) d
WA rE—•• .. v Prglec
Ryvgy •.�� .y� % � - .-, ..� .... _..._ Lights _
fi (C c °Daybeacan
Light,. j - Spoil Area
$ppi6: Atex
xJ4
ictF,91nS Isi d
1
f�� Nflld.`Z{CJCT"
Chi
ILS
13
. SM
!/ ; y !4 ; �y / �o¢ �� ter• V
r 5 i
46
)udleY 154and ! � t�t••;_I � i !V hli� x ,- ''al• .�;, � ., y;
' i J �'' `Z�f R " 51 -�f4i T .� t' f - •� � -� ��"/��r ��- rte. � _ s � : -
y J - ^' �_!-'' •fir:`; ' i ''l•5^" --" ` ... r
Sand U� C7 r • _ _,�1 : 7
d u
Sriitiial3_ S �' 5 Feet
cc
!SY st Guard" q' �
O/.,¢•
FI pp
�/l / ca �a '.\•. as ties -.J
� N
SCALE IN FEET
0 2,000 4,000
A
FIGURE Y
POINT EMERALD VILLAS ASSOCIATION, INC.
WASTEWATER ROTARY DISTRIBUTOR SYSTEM
CARTERET COUNTY
W00000224
SITE LOCATION MAP
0
•
•
roc
1
.4
W
x
v
F-
F -4
POINT EMERALD VILLAS
ItO`I'AItY DISTRIBUTOR SYSTEIYI
CARTERET COUNTY
PERMIT NO. WQ0000224
,,A 1.;T t" t zr7
rt' PCNL'
t
Cr iJ a P
C..
> tti
_COMPLIANCE BOUNDARY
- PROPERTY BOUNDARY
® (MW) MONITOR WELLS
FIGURE 2
POINT EMERALD VILLAS ASSOCIATION, INC. -
WASTEWATER ROTARY DISTRIBUTOR SYSTEM
CARTERET COUNTY
WQ0000224
SITE DETAIL MAS
L 11'P
€vI w— I
pr!! J
tiisr�ir6uTb�
�+ 7—
-
i Its>
mw -5 w•rte
V _
_COMPLIANCE BOUNDARY
- PROPERTY BOUNDARY
® (MW) MONITOR WELLS
FIGURE 2
POINT EMERALD VILLAS ASSOCIATION, INC. -
WASTEWATER ROTARY DISTRIBUTOR SYSTEM
CARTERET COUNTY
WQ0000224
SITE DETAIL MAS
STATE OF NORTH CAROLINA
COUNTY OF Permit No. oUQ;:�'
OPERATIONAL AGREEMENT
a This Ax REEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this a day of
07 , by and between the North Carolina Environmental Management
C mmission, an agency of the State ofNorth Carolina, hereinafter known as the COMMISSION; and
/ a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the highest
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 06-07 Page 1 of 2
3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses, In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the. routine maintenance fund allocated for the
facility and shall be part of the yearly budget.
4, In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibilit•
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION's successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written indicated by each of the art es named below:
FOR THE E IRONMENTAL 4014 r
MANAG NT CO ISSION Name of ASSOCIATION
Coleen H. Sullins, Director
Division of Water Quality
166 03 -
(Date)
US:0fl'.)�-. IX LO
M(/k
Print Name and Title
1 (015 -
(Date)
FORM: HOA 06-07 Page 2 of 2