WQ0033772_Final Permit_20090630

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MCDEN�
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coieen H. Sullins
Governor Director
June 30, 2009
ALBERT HILL — TEMPLE MANAGER
KRISHNA TEMPLE OF N.C., INC.
1032 DIMMOCKS MILL ROAD
HILLSBOROUGH, NORTH CAROLINA 27278
Dee Freeman
Secretary
Subject: Permit No. WQ0033772
Krishna Temple
Conjunctive Reclaimed Water,
Non -Conjunctive Reclaimed Water
& Wastewater Irrigation System
Orange County
Dear Mr. Hill:
In accordance with your permit application request received December 29, 2008, and subsequent
additional information received January 22, 2009, March 30, 2009 and June 12, 2009, we are forwarding
herewith Permit No. WQ0033772, dated June 30, 2009, to Krishna Temple of N.C., Inc. for the
construction and operation of the subject wastewater treatment, conjunctive reclaimed water, non -
conjunctive reclaimed water and wastewater irrigation facilities.
This permit shall be effective from the date of issuance until May 31, 2014, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements listed in Attachments A and B. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
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.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623.6748
Internet: www.ncwaterguality.oro
An Eaual Opportunity S Aflirmative Action Employe
NoirtbCaroLina
Nahmallr,

Mr. Albert Hill
June 30, 2009
Pa.-e 2 of 2
,
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Nathaniel Thornburg at [phone] or
nathaniel.thombur,o,&cdenr.gov.
Sincerely,
r
o� lleeniSullins
cc: Orange County Health Department
Raleigh Regional Office, Aquifer Protection Section
A. Craig Garnmarino, PE — Big Woods Energy Engineering
Technical Assistance and Certification Unit
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
CONJUNCTIVE RECLAIMED WATER, NON -CONJUNCTIVE RECLAIMED WATER AND
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Krishna Temple of N.C., Inc.
Orange County
FOR THE
construction and operation of a 2,250 gallon per day (GPD) wastewater treatment, conjunctive reclaimed
water, non -conjunctive reclaimed water and wastewater irrigation facility consisting of:
wastewater treatment facility composed of: a 2,000 gallon baffled grease trap with an effluent filter; two
3,000 gallon interconnected baffled septic tanks each with an effluent filter; a 3,000 gallon primary
dosing pump tank with two 121 gallon per minute (GPM) submersible dosing pumps; three vegetated
primary sand filters with a combined surface area of 1,560 square feet (ft); a 1,964 ft' constructed
wetland; a 1,590 gallon lift station (i.e., Lift Station A) with two 121 GPM submersible recycle pumps; a
1,610 gallon lift station (i.e., Lift Station B) interconnected with Lift Station A and containing two 58
GPM submersible dosing pumps; two vegetated secondary sand filters with a combined surface area of
658 ft'; a turbidimeter; an 11,484 gallon synthetically lined five day upset wetland with a 1,340 gallon lift
station (i.e., Lift Station C) and two 20 GPM submersible recirculation pumps; an ultraviolet (LTV)
disinfection system comprised of two banks with a total of four lamps; a 1,878 gallon irrigation lift station
with two 16 GPM submersible dosing pumps; a flow meter; an automatically activated emergency
standby generator; a 207,851 gallon synthetically lined wet weather storage pond providing
approximately 96 days of storage with a fountain pump; a
wastewater irrigation system composed of: approximately 0.24 acres of drip irrigation (i.e., Zone 1) with
approximately 2,303 emitters; and all associated piping, valves and appurtenances; a
non -conjunctive reclaimed water system composed of: approximately 1.30 acres of reclaimed water
utilization areas (i.e., Zones 2 through 10) with approximately 321 nozzles; and all associated piping,
valves and appurtenances; and a
conjunctive reclaimed water system composed of: a fire hydrant suction hose connected to the wet
weather storage pond for the intended use of rural fire suppression bulk distribution; and a toilet/urinal
flushing system comprised of a flushing water flow meter, a chlorine injection pump and reservoir, a dye
injection pump and reservoir, a buffer tank, a 119 gallon bladder tank and a 12 GPM submersible flushing
booster pump;
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c
to serve the Krishna Temple, with no discharge of wastes to surface waters, pursuant to the application
received December 29, 2008, and subsequent additional information received by the Division of Water
Quality, 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 May 31, 2014, and shall be subject to the
following specified conditions and limitations:
I. SCHEDULES
1. Upon completion of construction and prior to irrigation in Zones 1 through 10, a post construction
soil scientist evaluation shall be completed for all areas that have been significantly impacted during
construction or altered by grading, cutting or filling. This report shall specifically address, but not be
limited to, soil features such as soil compaction and saturated hydraulic conductivity of the least
permeable layer, as well as any other properties that might impact the soil's ability to accept irrigated
water. The report shall certify the disturbed areas are capable of accepting the designed annual
hydraulic loading rate. The requested information must be received and acknowledged in writing by
the Aquifer Protection Section, 1628 Mail Service Center, Raleigh, NC 27699-1628, prior to any
irrigation on Zones 1 through 10.
2. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facility, a certification (see attached form) 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
phases 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 completed. Mail the Certification to the Aquifer Protection Section, Division of
Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-1636.
3. The Raleigh Regional Office, telephone number [phone], 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 Aquifer Protection Section's regional supervisor
shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
4. Gauges to monitor waste levels in the wet weather storage pond and five day upset wetland shall be
installed prior to operation. Caution shall be taken not to damage the integrity of the liner (if present)
when installing the gauge.
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 Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
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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 utilization areas to adequately assimilate
the reclaimed water, the Permittee shall take immediate corrective actions including Division required
actions, such as the construction of additional or replacement wastewater treatment or utilization
facilities.
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.
3. Effluent limitations shall not exceed those specified in Attachment A.
4. Application .rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
5. The utilization system shall be connected to a rain or moisture sensor, which shall indicate when
reclaimed water application is not appropriate in accordance with Conditions 111.4. and M.5. of this
permit.
6. The following shall be requirements for the reclaimed water distribution, storage and utilization
facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed 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 ten feet to each pipe length and run continuously the entire length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing
reclaimed water shall be taped or otherwise identified as noted above. This identification
need not extend the entire length of the distribution system, but shall be incorporated within
ten feet of crossing any potable water supply line or sanitary sewer line.
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.
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7. The Permittee shall maintain an active cross -connection control program that shall have the following
minimum requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. Where both reclaimed water and potable water are supplied to a reclaimed water utilization site, a
reduced pressure principle backflow preventer, an approved air gap separation or other Division
of Environmental Health approved device shall be installed at the potable water service
connection to the use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. Where potable water is used to supplement a reclaimed water utilization system, the Permittee or
potable water supplier shall approve and regularly inspect the air gap separation.
8. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
9. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
10. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
11. The compliance and review boundaries are established at the utilization area boundaries. Any
exceedance of standards at the compliance or review boundary shall require action in accordance with
15A NCAC 02L .0106.
12. 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.
13. 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).
14. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Orange County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
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15. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites (i.e., Zone 1) permitted after September 1, 2006 shall be as
follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
100
ii. Any habitable residence or place of public assembly owned by the Permittee:
15
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii. Any property line:
0*
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii. Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
* Setbacks to property lines have been reduced to 0 feet because the facility is complying
with
15A NCAC 02T .0506(c).
b. The setbacks for reclaimed utilization sites (i.e., Zones 2 through 10) permitted after September 1,
2006 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
c. The setbacks for storage and treatment units permitted after September 1, 2006 shall be as follows
(all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership
ii. Any private or public water supply source:
iii. Surface waters:
iv. Any well with exception of monitoring wells:
v. Any property line:
100
100
50
100
50
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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 pursuant to 15A NCAC 02T .0913, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
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 1 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.
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of reclaimed water and allows inspection of the utilization
system.
4. Adequate measures shall be taken to prevent reclaimed water ponding in or runoff from the utilization
sites listed in Attachment B.
5. Utilization shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All utilization 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.
7. Only reclaimed water from the Krishna Temple shall be utilized on the sites listed in Attachment B.
8. 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.
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. Public
access to the wastewater treatment facilities shall be prohibited.
10. 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 .0914.
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the wet weather storage pond and five day upset wetland shall not be less than 2 feet at
any time.
13. Gauges to monitor waste levels in the wet weather storage pond and five day upset wetland shall be
provided. The gauges shall have readily visible permanent markings indicating the following
elevations: 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.
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14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
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 dikes or embankments.
n Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
15. All effluent shall be routed to the five day upset wetland should the limit for fecal coliform (e.g., daily
maximum concentration of 25 colonies per 100 ml) or turbidity (e.g., instantaneous maximum of 10
NTU) be exceeded, until the problems associated with the wastewater treatment plant have been
corrected. The wastewater in the five day upset wetland shall be pumped back to the treatment plant
headworks for re -treatment or treated in the five day upset wetland prior to utilization.
16. An education program shall be developed and implemented to inform reclaimed water users of the
proper use of reclaimed water. Educational material shall be provided to all facilities provided with
reclaimed water, and these materials shall be maintained consistent with the reclaimed water uses.
All educational materials shall be made available to the Division upon request.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division deemed 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.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow distributed to the conjunctive reclaimed water, non -conjunctive reclaimed water and wastewater
irrigation system 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 approved 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 Permittee 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,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
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5. The Permittee shall maintain adequate records tracking the amount of reclaimed water utilized. At a
minimum, these records shall include the following information for each utilization site listed in
Attachment B:
a. Date of utilization;
b. Volume of reclaimed water utilized;
c. Site utilized;
d. Length of time site is utilized;
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.
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the wet weather storage pond and
five day upset wetland shall be recorded weekly. Weekly freeboard 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.
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IV.4.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV-5 and
IV.6.) 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 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 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.
9. 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.).
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10. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B (i.e., Zone 1). These results 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, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
11. Noncompliance Notification:
The Permittee shall report by telephone to the Raleigh Regional Office, telephone number (919) 791-
4200, 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 facility resulting in the treatment of significant amounts of wastes that is
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 the utilization sites or runoff from the utilization 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 [phone], [phone], or [phone].
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.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and utilization facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and utilization 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.
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 utilization 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.
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VI. 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.
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.
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).
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 the Division's General Permit NCGO10000; 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.
5. 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.
6. The Permittee shall retain a set of Division. 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 pursuant to 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.
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).
10. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division.
Failure to pay the annual fee accordingly shall be cause for the Division to revoke this permit
pursuant to 15A NCAC 02T .0105(e)(3).
Permit issued this the 30a' day of June 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/- A", �-
oleen ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033772
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Permit No. WQ0033772
Krishna Temple of N.C., Inc.
Krishna Temple
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
Conjunctive Reclaimed Water,
Non -Conjunctive Reclaimed Water
8 Wastewater Irrigation System
June 30, 2009
Orange County
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 ❑ weekly ❑ 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
1 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 QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
By Courier/Special Delivery:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
WQ0033772 Version 1.0 Shell Version 061509 Page 11 of 12

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— WWTP Effluent
Permit Number: WQ0033772
Version: 1.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Mean Monthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (20 Deg. C) - 00310
10
mg/I
15
mg/I
4 x Year'
Grab
Chlorine, Total Residual — 50060
Weekly
Grab
Coliform, Fecal MF, M-FC 13rot11,44.5C - 31616
14
#/100ml
25
#/100ml
4 x Year 1.2
Grab
Flow, in conduit or thru treatment plant - 50050
2,250
GPD
Monthly
Estimate
Nitrogen, Ammonia Total (as N) - 00610
4
mg/I
6
mg/l
4 x Year'
Grab
Nitrogen, Kjeldahl Total (as N) - 00625
4 x Year'
Grab
Nitrogen, Nitrate Total (as N) - 00620
4 x Year'
Grab
pH — 00400
6
S.U.
9
S.U.
Weekly
Grab
Solids, Total Suspended - 00530
5
mg/I
10
tng/I
4 x Year'
Grab
Turbidity. IICHTurbidimeter-00076
10
ntu
Continuous
Recorder
I. 4 x Year monitoring shall be conducted in March, June, September & December.
2. Monthly average for Fecal Coliform shall be a geometric mean.
WQ0033772 Version 1.0 Attachment A Page I of 2

THIS PAGE BLANK
WQ0033 i ersion 1.0 Attachment A e 2 of 2 . .

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Krishna Temple of N.C., Inc. - Krishna Temple
Permit Number: WQ0033772 Version: 1.0
IRRIGATION / UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone
Owner
County
Latitude
Longitude
Net
Acres a
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
Krishna Temple of N.C., Inc.
Orange
360 03' 53"
-790 07' 56"
0.24
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
2
Krishna Temple of N.C., Inc.
Orange
360 03' 53"
-790 07' 58"
0.08
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
3
Krishna Temple of N.C., Inc.
Orange
360 03' 55"
-790 07' 55"
0.08
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
4
Krishna Temple of N.C., Inc.
Orange
36' 03' 55"
-790 07' 5.8"
0.14
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
5
Krishna Temple of N.C., Inc.
Orange
360 03' 57"
-790 07' 55"
0.05
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
6
Krishna Temple of N.C., Inc.
Orange
360 03' 58"
-79' 07' 56"
0.15
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
7
Krishna Temple of N.C., Inc.
Orange
360 03' 58"
-79* 07' 52"
0.12
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
8
Krishna Temple of N.C., Inc.
Orange
36" 03' 54"
-790 07' 54"
0.23
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
9
Krishna Temple of N.C., Inc.
Orange
36* 04' 00"
-790 07' 53"
0.23
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
10
Krishna Temple of N.C., Inc.
Orange
360 04' 00"
-79' 07' 52"
0.23
Georgeville
01284 - Application Surface Irrigation
0.3
19.8
inches
TOTAL
1.54
WQ0033772 Version 1.0 Attachment Q Page I of

WQ0033772 — Krishna Temple
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'ISETBACKINFORMATION
RECLAIMED WATER SYSTEM - NON -CONJUNCTIVE
$ETBAC'X FOR TREATMENT AND STORAGE SHALL BE AS POLWWS
05A 14CAC 02T .am):
- 25' FROM SURFACE WATERS NOT CLASSIFIED SA.,
I - 100 FROM SURFACE WA7ER5 CLA551FIEED AS SA,
I1 1O0' FROM ANY WELL,
NO SETBACK BETWEEN THE APPLICATION AREA AND PROPERTY LINES SHALL BE
I EOLIIRED-
VERIFICATION OF THESE SETBACKS TO BE PERFORMED BY CONTRACTOR.
- COMPLIANCE BOU14DRY 15 IRRIGATION AREA BOVNDRY [75A NCAC C2T .0506),
1 • REVIEW BOUNDRY IS ESTABLISHED AROUND ANY DISPOSAL SYSTEM BETWEEN
GOMPLJANCE BOUNDARY AND THE WASTE BOUNDARY f15A NCAr D2L.0I08),
•ADINCENT III ING LOCATIONS FROM ORANGE COUNTY GIS.
-THERE ARE NO WELLS, STREAMS, SPRINGS, LAKES, OR PONDS WITHIN 100 FT
OF WASTEWATER TREATMENT, STORAGE AND UTILIZATION
-THERE ARE NO HABITABLE RESIDENCES OR PLACES OF PUBLIC ASSEMBLY
WITHIN IDD FEET OF WASTEWATER TREATMENT, STORAGE AND UTILIZATION
.CONTRACTOR SHALL VERIFY LOCATION OF WELL
SOIL TYPES
IRRIGATION NOTE:
DATA FROM USDA WEB SOIL SERVEY, ORANGE COUNTY, NORTH CAROIIAIA
I ZONE 1 DRIP IRRIGATION IS PERMITTED AS
(NC135)
I SURFACE IRRIGA7ION OF WASTEWATER (PER
NCAC CZ7 .0500 RULES)
G2B - GEORGEVILLE SILT 40AM - 2% TO 6% SLOPES
ZONE 2 THROUGH 10 STRAY IRRIGATION ES
TaE • TATUM SILT LOAM - 15% TD 25% SLOPES
PERMITTED AS RECLAIMED WATER
GaC - GEORGEVILLE SILT LOAM - 6%TO 10% SLOPES
L UTILIZATION UNDER NCAC 02T.0900 RULES) j
Ch - CHEWACLA 40AM
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Figure 3 — Directional Map
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1031 Dimmocks Mill Rd, Hillsborough, NC 27278
Lat. 360 03' 56" Long; -79' 07' 55"
Figure 4 — Topographic Map
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