WQ0015931_Final Permit_20090618

'A'411FA,
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
James P. Martin, Vice President
The Point Lake and Golf Club, Inc.
120 Meeting House Square
Mooresville, North Carolina 28177
Dear Mr. Martin:
Division of Water Quality
Coleen H. Sullins
Director
June 18, 2009
Dee Freeman
Secretary
Subject: Permit No. WQ0015931
The Point Lake and Golf Club, Inc.
The Village at the Point
Non -Conjunctive Wastewater
Treatment and Reclaimed Water
Utilization System
Iredell County
In accordance with your ownership change and permit renewal request received April 27, 2009,
we are forwarding herewith Permit No. WQ0015931, dated June 18, 2009, to The Point Lake and Golf
Club, Inc. for the continued operation of the subject wastewater treatment and reclaimed water utilization
facilities. The ownership of the facility has been changed from The Point on Norman, LLC to The Point
Lake and Golf Club, Inc.
This permit shall be effective from the date of issuance until May 31, 2014, shall void Permit No.
WQ0015931 issued May 17, 2005, and shall be subject to the conditions and limitations as specified
therein. Please note that, as per 15A NCAC 02T .0908 (c), duality must be maintained in the wastewater
treatment facility's disinfection system and Permit Condition 1. 1. requires that duality be restored to the
disinfection system within sixty days of permit issuance. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 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 requirement 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.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capitai Boulevard, Raleigh, North Carolina 27604 One
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748 N01'e1Caxolina
Internet: vauvw.ncwaterauality,oro ���������
An Equal Opportunity 1 Af irmaGve Action Employ

Mr. James F. Martin
June 18, 2009
Page 2 of 2
If you need additional information concerning this matter, please contact David Goodrich at (919)
715-6162 or [e-mail].
Sincerely,
Coleen H. Sullins
cc: Iredell County Health Department
Tim Bannister, TCW Wastewater Management, Inc., P.O. Box 1830, Indian Trail, NC 28079
Mooresville Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
NON -CONJUNCTIVE WASTEWATER TREATMENT AND RECLAIMED WATER
UTILIZATION 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
The Point Lake and Golf Club, Inc.
Iredell County
FOR THE
continued operation of a reclaimed water utilization system consisting of a 150 gallon per minute (GPM)
pump rated at 267 feet of total dynamic head (TDH), approximately 13.39 acres of spray irrigation area
consisting of seventeen (17) zones with a total of 49 sprinkler heads, a soil moisture sensor, and all
associated piping, valves, and appurtenances; the
continued operation of approximately 2,250 linear feet of 8-inch gravity sewer, a 70 GPM pump station
with duplex pumps and on -site audible and visual high-water alarms, and approximately 1,905 linear feet
of 4-inch force main, and the discharge of 25,000 gallons per day (GPD) of collected domestic and
commercial wastewater into The Point Lake and Golf Club, Inc.'s Wastewater Treatment Plant
(WQ0015931), and the
continued operation of a 25,000 gallon per day (GPD) extended -aeration wastewater treatment plant with
a standby power generator and reclaimed water drip irrigation system consisting of a screening device, a
flow splitter, a 6,250 gallon flow equalization basin with dual 35 GPM pumps, two (2) 12,500 gallon
aeration basins, two (2) 165 cubic feet per minute (CFM) blowers, two (2) 2,167 gallon clarifiers, a 1,920
watt ultraviolet disinfection unit with a tablet chlorinator to serve as a backup disinfection device, one (1)
6,250 gallon sludge -holding tank, an in -line effluent flow monitoring device, two (2) 15 square foot (f )
tertiary filters, a 4,800 gallon clear well with two (2) 225 GPM backwash pumps, a 4,800 gallon
backwash return tank with two (2) 26 GPM pumps, a 15 CFM air -scour blower, a continuous in -line
turbidimeter, a 125,000 gallon upset storage pond, a 60 GPM pump station with duplex pumps and on -site
audible and visual high-water alarms, a 1,739,610 gallon wet -weather storage pond, two (2) 80 GPM
irrigation pumps, a 3.5 acre drip irrigation area consisting of ten (10) zones (6 zones with nineteen (19)
200 foot dripper lines and 4 zones with fourteen (14) 272 foot dripper lines), and all associated piping,
valves, and appurtenances
to serve The Village at the Point off of Brawley School Road (SR 1100) (35°31'54" N, 80°55'20" W)
with no discharge of wastes to the surface waters, pursuant to the application received April 27, 2009, and
subsequent additional information received by the Division of Water Quality (Division), and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this permit.
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This permit shall be effective from the date of issuance until May 31, 2014, shall void Permit No.
WQ0015931 issued May 17, 2005, and shall be subject to the following specified conditions and
limitations:
L SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
Within sixty (60) days of permit issuance, duality shall be restored to the facility's disinfection
process. If the primary ultraviolet disinfection unit is replaced by a tablet chlorinator unit that will
serve as the primary disinfection unit and will be backed up by the existing tablet chlorinator unit,
upon completion of construction and prior to operation of this primary tablet chlorinator unit, a
certification (see attached form) must be received from a professional engineer certifying that the unit
has been installed in accordance with this permit. Mail the Certification to the Aquifer Protection
Section, Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. 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 renew the permit for such period of
time and under such conditions and limitations 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.
IL PERFORMANCE STANDARDS
1. The reclaimed water utilization facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions due to improper operation and maintenance, or failure of
the utilization area to adequately assimilate the wastewater, the Permittee shall take immediate
corrective actions including those actions that may be required by the Division of Water Quality
(Division), such as the construction of additional or replacement wastewater treatment and disposal
facilities.
2. 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.
The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0400. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 02T
.0403.
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 the groundwater standards or surface water
standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e., 365
days a year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewers shall be inspected at least once per every 6-month period of time.
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 appropriate Division regional office in
accordance with 15A NCAC 02B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
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h. A grease control program is in place.
i. Right-of-ways and easements are maintained.
j. Inspection and maintenance records shall be maintained for a period of at least three years,
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rates, whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
6. The COMPLIANCE and REVIEW BOUNDARIES for the reclaimed utilization system are
established at the property boundary. Any exceedance of standards at the Compliance or Review
Boundary shall require action in accordance with 15A NCAC 02L .0106.
7. 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.
8. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations so that 2-8 pumping cycles may be achieved per hour in the pump
station,
b. An air relief valve located at all high points along the force main,
C. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
9. 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).
10. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells 100
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
11. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
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a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
12. The reclaimed water utilization system shall be connected to a rain or moisture sensor that shall
indicate when reclaimed water application is not appropriate in accordance with Condition 111.4. and
II1.5. of this permit.
III. OPERATION AND MAINTENANCE REQUIREMENTS
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 .0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
Upon classification of the wastewater treatment and reclaimed utilization 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 reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed water utilization
areas.
5. Reclaimed water application shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
6. All reclaimed water application equipment must be tested and calibrated at least once per permit
cycle. Records of the calibration must be maintained for five years.
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7. No type of wastewater other than that from The Village at the Point shall be applied to the reclaimed
water utilization areas.
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. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. A sign
shall be posted in plain sight in the clubhouse showing these activities.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the five (5) day upset pond and the wet weather storage pond shall not be less than two
(2) feet at any time.
13. A waste -level gauge, to monitor waste levels in the storage pond, shall be provided. This gauge shall
have readily visible permanent markings indicating the maximum liquid level at the top of the
temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage
volume, and the lowest point on top of the dam elevations. Caution must be taken not to damage the
integrity of the liner when installing the gauge.
14. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
15. All wastewater shall be routed to the 5-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the 5-day holding pond shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day pond prior to discharge to the storage
pond.
16. The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the
Division approved plans and specifications.
17. Waste shall not be applied or discharged onto or below the land surface when the vertical separation
between the waste and the seasonal high water table is less than three (3) feet.
18. The 5-day detention basin shall have a synthetic liner of sufficient thickness to exhibit structural
integrity and an effective hydraulic conductivity no greater than that of the natural material liner,
according to 15A NCAC 02T .0908(f).
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IV. MONITORING AND REPORTING REQUIREMENTS
1. 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 parameters 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 frequencies and
location for the parameters specified in Attachment A.
5, The Permittee tracking the amount of reclaimed water applied shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of reclaimed water application,
b. Volume of reclaimed water applied,
e. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the wet weather
storage pond shall be recorded weekly.
7. Three copies of all monitoring data [as specified in Conditions IV.3., IVA. and TV.7.] 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 IV.6.1 on Form NDAR-1 for every utilization 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:
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ky
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
9. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir.
b. Visual observations 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.
e. Date and results of power interruption testing on alternate power supply.
10. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, 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 reclaimed utilization area or
runoff from the reclaimed utilization areas.
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 utilization 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 [phone], [phone], 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 crust outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
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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 trust 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 NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
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.
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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 .01 OS(e).
Permit issued this the 18th of June 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
or C en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015931
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Permit No. WQ0015931
06/18/2009
ENGINEER'S CERTIFICATION
Partial Final
1, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and County
for the Permittee hereby state that, to'the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTF Influent
Permit Number: WQ0015931 Version. 3.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum'
Measurement
Frequency
Sample
Type
Flow, in conduit or thru treatment plant— 50050
25,000
1 GPD
Continuous
Recording
PPI 002 — WWTF Effluent
EFFLUENT CHARACTERISTIICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average'
Weekly Average
Daily Maximumz
Measurement
Frequency
Sample
Type
BOD, 5-day (20 Deg. C) — 00310
10
mg/l
15
mg/1
Monthly
Composite
Solids, Total Suspeuded--00530
5
mg/1
10
mg/1
Monthly
Grab
Coliform, Fecal MF, M-FC Agar,44.5 C,24hr — 31613
14
/100 M1
25
/100ml
Monthly
Grab
Nitrogen, Ammonia Total (as N) — 00610
rf„=
Monthly
Grab
Nitrogen, Nitrate Total (as N) -- 00620
�'�
6
tng11Y
Monthly
Grab
Chlorine, Total Residual — 50060
5 X week
Grab
pH — 00400
6.0 — 9.0
S.U.
5 X week
Grab
Solids, Total Dissolved - 190 Deg.0 — 70300
3 X year
Grab
Chloride (as Cl) — 00940
3 X year
Grab
Turbidity, HCH Turbidimeter — 00076
10
NTU
Continuous
Recording
t 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 he the geometric mean of all
samples collected during the reporting period.
2 Daily maximum shall he the maximum value of all samples collected during the reporting period.
3 X year: March, July and November
There shall be no discharge of floating solids or visible foam in other than trace amounts.
WQ0015931 Version 3.0
Attachment A
Page I of 1

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS Permit Number: WQ0015931 Version: 3.0
The Point Lake and Golf Club, Inc. - The Village at the Point Wastewater Treatment and Wastewater Reclamation System
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Owner
County
Latitude
Longitude
Net
Dominant
Parameter
Hourly
Yearly
Units
Basin
Acreage
Soil Series
Rate
Max
D-I
The Point Lake and Golf Club, Inc.
Iredell
35°32'01"
80055'17"
0.35
Cecil
1284-Application Surface Irrigation
0.12
52
inches
D-2
The Point Lake and Golf Club, Inc
Iredell
35032'00"
8005517"
0.35
Cecil
1284 -Application Surface Irrigation
0.12
52
inches
D-3
The Point Lake and Golf Club, Inc
Iredell
35031'56"
80055'20"
0.35
Cecil
1284 -- Application Surface Irrigation
0.12
52
inches
D-4
The Paint Lake and Golf Club, Inc
Iredell
35°31'50"
80055'22"
0.35
Decal
1284 -Application Surface Irrigation
0.12
52
inches
D-5
The Point Lake and Golf Club, Inc
Iredell
35"31'49"
80055'21"
0.35
Cecil
1284 - Application Surface Irrigation
0.12
52
inches
D-6
The Point Lake and Golf Club, Inc
Iredell
35031'49"
80055' 19"
0.35
Cecil
1284 - Application Surface Irrigation
0.12
52
inches
D-7
The Point Lake and Golf Club, Inc
Iredell
35031'48"
80°55'17"
0,35
Cecil
1284 - Application. Surface Irrigation
0.I2
52
inches
D-8
The Point Lake and Golf Club, Inc
Iredell
35031'50"
8005516"
0.35
Cecil
1284 -- Application Surface Irrigation
0.12
52
inches
D-9
The Point Lake and Golf Club, Inc
Iredell
35031'53"
80055' 15"
0.35
Cecil
1284 - Application Surface Irrigation
0.12
52
inches
D-10
The Point Lake and Golf Club, Inc
Iredell
35°31'55"
80°55' 13"
0.35
Cecil
1284 -Application Surface Irrigation
0.12
52
inches
S-I
The Point Lake and Golf Club, Inc
Iredell
35031'52"
80055' 19"
0.34
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-2
The Point Lake and Golf Club, Inc
Iredell
35031'55"
80055' 16"
0.71
Cecil
1284 -- Application Surface Irrigation
0.33
52
inches
S-3
The Point Lake and Golf Club, Inc
Iredell
35°31'56"
80055'14"
1.03
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S4
The Point Lake and Golf Club, Inc
Iredell
35031'59"
80055' 12"
0.77
Cecil
1284 -- Application Surface Irrigation
0.33
52
inches
S-5
The Point Lake and Golf Club, Inc
Iredell
35031'53"
80055' 19"
0.44
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-6
The Point Lake and Golf Club, Inc
Iredelt
35031'55"
80055'17"
0.74
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-7
The Point Lake and Golf Club, Inc
Iredell
35031'58"
80°55' 14"
1.06
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-8
The Point Lake and Golf Club, Inc
Iredell
35031'59"
80055'14"
0.22
Cecil
1284-- Application Surface Irrigation
0.33
52
inches
S-9
The Point Lake and Golf Club, Inc
Iredell
35031'52"
80°55' 17"
0.66
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-10
The Point bake and Golf Club, Inc
Iredell
3503 P56"
80055' 16"
0.81
Cecil
1284 - Application Surface Irrigation
0,33
52
inches
S-11
The Point Lake and Golf Club, Inc
Iredell
35031'55"
80055'22"
0.97
Cecil
1284-Application Surface Irrigation
0.33
52
inches
S-12
The Point Lake and Gulf Club, Inc
Iredell
35031'54"
80055,20"
0.91
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-13
The Point Lake and Golf Club, Inc
Iredell
35031'56"
80055'16"
1.01
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
S-14
The Point Lake and Golf Club, Inc
Iredell
35031'59"
80055'22"
1.06
Cecil
1284 - Application Surface Irrigation
0.33
52
inches
WQ0015931 Version 3.0 Attachment B Page 1 of 2

S-I5
The Point Lake and Golf Club, Inc
Iredell
35031'55"
80055'17"
0.91
Cecil
1284—Application Surface Irrigation
0.33
52
inches
S-16
The Point Lake and Golf Club, Inc
Iredell
35°31'56"
80°55' I5"
0.71
Cecil
1284 — Application Surface Irrigation
0.33
52
inches
S-17
The Point Lake and Golf Club, Inc
Iredell
35032'00"
80055'15"
1.04
Cecil
1284 — Application Surface irrigation
0.33
52
inches
Total
16.89
WQ00151 ersion 3.0 Attachment B 'age 2 of 2

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•i;_ FIGURE 1
THE POINT LAKE AND GOLF CLUB, INC.
QaLe•Apol)005 The Village at The Point RECLAIMED WATER SYSTEM
Scale 1'= 1000' Wastewater Treatment Facility Modificatic IREDELL COUNTY
Projectt!: 1005095
The Paint on Norman, LLC WQ0015931SITE LOCATION MAr
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USGS- I USGS Topographic Map

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..LAKE .IiOEtCNP+iV TO PLANT.
GPS Coordinate locations FIGURE 2
Date: May 15, 2009
p too 200 fr THE POINT LAKE AND GOLF CLUB, INC.
# 1 = N W 31.856' vv 0800 55,342' RECLAIMED WATER SYSTEM
# 2 = N 350 31.967' W 080° 55.291'
# 3 = N 35' 31.012' W 080' 55.171' IREDELL COUNTY
# 4 = N 350 31,889' W 0800 55.212' W00015931
# 5 = N 350 31.815' W 0800 55.252'
DETAIL MAP FOR DRIP FIELDS
D-1 THROUGH D-10

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A PLAN
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--
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T WEATHER PONDON
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Zone #
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Min. Flow & Pressure Req'd
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(•URDIC IN maut) 88