WQ0000731_Final Permit_20071128

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Michael F. Easley, Governor
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William G. Ross Jr„ secretary
North Carolina Department of Environment and Natural Resources
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Coleen H. Sullins Director
Division of water Quality
November 28, 2007
Mr, Reginald D. Heinitsh, President
Lake Toxaway Company
4366 West Club Boulevard
Lake Toxaway, NC 28747-8538
Dear Mr. Heinitsh:
Subject: Permit No. WQ0000731
Lake Toxaway Co -Golf Course
Non -Conjunctive Wastewater
Treatment and Reclaimed Water
Utilization System
Transylvania County
In accordance with your permit renewal and modification request received August 27, 2007, we
are forwarding herewith Permit No. WQ0000731, dated November 8, 2007, to Lake Toxaway Company
for the construction and continued operation of the subject wastewater treatment and reclaimed water
utilization facilities. In this permit, approximately 21,86 acres of additional spray irrigation areas are
being added. Also, in order to reduce any fixture compliance, issues, some of the permit conditions are
being modified to reflect the current operation of the subject facility.
This permit shall be effective from the date of issuance until October 31, 2012, shall void Permit
No. WQ0000731 issued August 27, 2003, 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. Of special interest to you may be the following:
♦ Condition I.3., a re-evaluation of the wet storage capacity and a proposed plan for the 5 -day
holding pond to be used and operated properly shall be submitted with the next permit
- renewal application.
♦ Condition I.4., regarding the installation of a flow measuring device,
♦ Condition Ill. 15., regarding the operation requirement when fecal coliform in wastewater
exceed the limit. Please note that turbidity limit and monitoring requirement will be
added to this permit during the next modification or renewal.
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 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.
071E
Narth Carolina
Amurally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.nrwatgAualiMorg Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Chonticha McDaniel at [phone] or
[e-mail].
Sincerely
Coleen H. Sullins
cc: Transylvania County Health Department
Asheville Regional Office, Aquifer Protection Section
Christopher Gilbert, Altamont Environmental, Inc.
Technical Assistance and Certification Unit
APS Central Files
LAU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
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
Lake Toxaway Company
Transylvania County
FOR THE
continued operation of a 20,000 GPD wastewater collection, treatment and golf course spray irrigation
system. The collection system consists of septic tanks, a 15 GPM influent pump station with duplex
grinder pumps, high water alarms, and approximately 2,750 linear feet of 1.5 inch force main. The
treatment facilities consist of a 5,000 GPD aerated surge tank, dual 20,000 gallon aeration tanks, dual
3,395 gallon clarifiers, dual 1,680 gallon sludge holding tanks, four (4) 74 CFM blowers, a dual cell
tertiary filter, a tablet chlorinator, a 520 gallon chlorine contact tank and stand by power. The golf course
spray irrigation disposal facilities consist of a 100,000 gallon 5 day detention pond, a 150,000 gallon
irrigation pond, a 400 GPM effluent irrigation pump station, approximately 1,800 linear feet of 6 inch
force main, and approximately four (4) acres of spray irrigation area on fairways Nos. 12, 13, 15, and 16
located within the northernmost nine holes of the golf course.
construction and operation of spray irrigation system on the additional areas located within the
southernmost nine holes of the golf course and modification of the existing system. This modification
consists of an extension of approximately 4,300 linear feet of 6 inch force main, replacement of the
existing wastewater irrigation pump with a 300-gpm duplex pump system, connection of the pump to the
existing system, installation of backflow prevention devices, and modification of the existing control
system program.
to serve Lake Toxaway Co -Golf Course, with no discharge of wastes to the surface waters, pursuant to
the application received August 27 2007, 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.
This permit shall be effective from the date of issuance until October 31, 2012, shall void Permit
No. WQ0000731 issued August 27, 2003, and shall be subject to the following specified conditions and
limitations:
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I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on-going activities]
Upon completion of construction and prior to operation of the additional spray irrigation areas, a
certification (see attached form) must be received from a professional engineer certifying that the
permitted facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials including the location of all monitoring wells as
applicable. If this project is to be completed in phases and partially certified, ,you shall retain the
responsibility to track further construction approved under the sgme 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.
2. The Asheville Regional Office, telephone number [phone], shall be notified at least 48 hours
in advance (excluding weekends and holidays) of operation of the additional spray irrigation areas so
that an in-place inspection can be made. Such notification to the Aquifer Protection Section regional
supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday
through Friday, excluding State Holidays,
3. The permittee shall re-evaluate the wet storage capacity of the facility to ensure that the 5 -day holding
pond will be used and operated properly (i.e, eliminate the use of the 5 -day holding pond as a primary
storage). A proposed plan for construction and/or operation of additional/existing storage unit shall
be submitted with the next permit renewal application (i.e. within five years of the date of this
Permit),
4. Plans and specifications for a flow -measuring device pursuant to Condition N.3. shall be prepared by
a licensed Professional Engineer and submitted to the appropriate regional office 30 days prior to
installation. The flow -measuring device shall be installed within five (5) years of the date of this
permit.
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 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
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 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.
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.
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4. The wastewater collection facilities shall be properly maintained and operated at all times, The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities 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.
h. A grease control program is in place.
i. Right-of-ways and easements are maintained.
}. Inspection and maintenance records shall be maintained for a period of at least three years.
5. Effluent limitations shall not exceed those specified in Attachment A.
6. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
7, 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.
8. 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.
9. In accordance with 15A NCAC 02L .0107(4), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
10. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i. Surface waters not classified SA:
ii. Surface waters classified SA:
iii. Any well with exception to monitoring wells
25
100
100
11. 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 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.
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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 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. A reduced pressure principle backflow preventer, an approved air gap separation, or other device
approved by the Division of Environmental Health shall be installed at the potable water service
connection to the use area where both reclaimed water and potable water are supplied to a
reclaimed water use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
An air gap separation, approved and regularly inspected by the Permittee shall be provided
between the potable water and reclaimed water systems where potable water is used to
supplement a reclaimed water system.
13. 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 I SC.
14. 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.
15. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0 30 5 of Subchapter 02T.
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.
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2. 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 rales.
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.
All reclaimed water 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 Lake Toxaway WWTF shall be applied to the reclaimed
water utilization. area(s).
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 showing these activities.
9. There shall be restricted access to the Wastewater Treatment Facility and the five-day detention pond.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. IF= 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-day detention pond and irrigation/storage pond shall not be less than 2 feet at
any time.
13. A waste -level gauge, to monitor waste levels in the detention and irrigation ponds, 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.
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. Should the limit for fecal coliform (daily maximum concentration of 25 per 100 ml) be exceeded, all
wastewater contained within the five-day holding pond shall be held there 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 treated in the 5 -day pond prior to
discharge to the storage pond.
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IV. MONITORING AND REPORTING REOUIREMENTS
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(ies) and
location(s) for the parameter(s) 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,
c. Field irrigated,
I 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 five-day
detention pond and irrigation/storage pond shall be recorded weekly.
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7. 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 IV.6, 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:
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 Asheville Regional Office, telephone number (828)
296-4500, 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 treatmcnt 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 must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
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V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of 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 1 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.
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.
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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).
Permit issued this the 2$a' day of November 2007
NORTH C OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-,e-Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ000073I
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Permit No. WQ0000731
11/28/2007
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name Location 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— WWTP Effluent
Permit Number: WQ0000731 Version: 2.0
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
20,000
gpd
Continuous
Calculated
Coliform, Fecal MF, M -FC Broth,44.5C - 31616
14
#/100ml
25
#/100m1
Monthly
Grab
Nitrogen, Ammonia Total (as N) - 00610
4
mgll
6
mg/l
Monthly
Grab
Nitrogen, Nitrate Total (as N) - 00620
Monthly
Grab
Chlorine, Total Residual - 50060
5 X week
Grab
BOD, 5 -Day (20 Deg. C) - 00310
10
mg/1
15
mg/l
Monthly
Grab
Solids, Total Suspended - 00530
5
mg/1
10
mg/1
Monthly
Grab
pH - 00400
5 X week
Grab
WQ0000731 Version 2.0 Attachment A Page 1 of 2

THIS PAL.. BLANK
WQ0000731 Version 2.0 Attachment A Page 2 oft

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Lake Toxaway Company - Lake Toxaway Co -Golf Course
Pernnit Number: WQ0000731 Version: ,..v ,
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/ Basin
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Rate
inches/hr.)
Yearly Max
inches
01
Lake Toxaway Company
Transylvania
4.00
Chester
01284 -Application Surface Irrigation
0.64
02 -DR -01
Lake Toxaway Company
Transylvania
35°08'15"
82057'13"
1.63
Chester
01284 - Application Surface Irrigation
0.31
13.79
02 -FW -11
lake Toxaway Company
Transylvania
35°08'50"
82°56'59"
1.79
Chester
01284 - Application Surface Irrigation
0.34
13.75
02 -FW -12
Lake Toxaway Company
Transylvania
35°07'55"
82°56'58"
2.35
Chester
01284 - Application Surface Irrigation
0.31
9.28
02 -FW -14
02 -FW -15
02 -FW -16
Lake Toxaway Company
Lake Toxaway Company
Lake Toxaway Company
Transylvania
Transylvania
Transylvania
35°07'45"
35°07'51"
35°07'54"
82°56'51"
82°57'05"
82157'14"
1.64
2.02
1.34
Chester
Chester
Chester
01284 - Application Surface Irrigation
01284 - Application Surface Irrigation
01284 - Application Surface Irrigation
0.31
0.30
0.23
13.6
10.77
12.16
02 -FW -17
Lake Toxaway Company
Transylvania
35°07'56"
82°57'24"
1.87
Chester
0 12 84 -Application Surface Irrigation
0.27
10.42
02 -FW -18
Lake Toxaway Company
Transylvania
35°08'09"
82°57'20"
2.64
Chester
01284 - Application Surface Irrigation
0.35
RAI
02-T-10
Lake Toxaway Company
Transylvania
35°08'15"
82°57'13"
1.11
Chester
01284 -Application Surface Irrigation
0.28
17.75
02-T-1 I
Lake Toxaway Company
Transylvania
35°08'12"
82°57'05"
1.62
Chester
01284 - Application Surface Irrigation
0.25
11.08
02-T-17
Lake Toxaway Company
Transylvania
35°07'52"
82°57'17"
1.58
Chester
01284 - Application Surface Irrigation
0.26
11.67
02-T-18
Lake Toxaway Company
Transylvania
35°08'03"
82°57'22"
1.25
Chester
01284 - Application Surface Irrigation
0.25
14,04
Total
24.84
WQ0000731 Version 2.0 Attachment B Page 1 of 2

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WQ0000731 Version 2.0 Attachment B Page 2 of 2

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SOURCE:
1, USGS TOPOGRAPHIC MAP; LAKE TOXAWAY, NORTH CAROLINA;
1:24,000 SCALE; DATED 1948; PHOTOREVISED 1969,
2, USGS TOPOGRAPHIC MAP; REID, NORTH CAROLINA; 1:24,000 SCALE;
DATED 1948; PHOTOREVISED 1990.
A e'1213 1111121 I= = SITE TOPOGRAPHIC MAP FIGURE
N G I N E E R I N g & H Y Q R 0 G-E-O-L..O GY
50 COLLEGE STREET, AsHEviLLE, NC 28801
TEL. [phone] PAC.828.281.3351 LAKE TOXAWAY COMPANY
www.all Iunontenvimnmental.com
LAKE TOXAWAY
DRAWN BY: CHRIS GILBERT
PROJECT MANAGER: STU RYMAN SCALE (FEET) TRANSYLVANIA COUNTY, NC
CLIENT: LAKE TOXAWAY COUNTRY CLUB 1,000 0 1,000 2,000
DATE: 6113!07 5FILE PATH: P:ILAKE ToxAWAY CoVNTRY CtuelFlcuRts%CAO1 FIGURE{- SITE LOCATION,vwu

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ALTANIONT ENVIRON WNTAL, INC.

SOURCE: ALTAMONT ENVIRONMENTAL.TREATMENT PLANT FIGURE
AERIAL PHOTOGRAPHY AND a. E a
30n CObLEGE SiREEr, AS}iEVILLE, NC 23901
PROPERTY BOUNDARIES Tel _1291813350 F— M221.3351 LAKE TOXAWAY COMPANY
FROM TRANSYLVANIA GIS uw.alsamonsenvro®evlal_com LAKE TOXAWAY
ACCESSED FEBRUARY 15, 2407.
7r;ANSYLVANIA COUNTY, NC 3
DRAWN BY: CHRIS GILBERT SCALE (FEET)
PROJECT HANAGER:STU RYMAN
CLIENT: LAKE TOXAWAY COUNTRY CLUB 50 25 0 50 io0
DATE: 06/22/07 1 1 G:TrdposalskLake ToxawaylGIS\FIGURE3-TREATMENT PLANT.mxd

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LEGEND
SETBACK BUFFERS AND- • DRINKING WATER SUPPLY SITE TOPOGRAPHY
UNSUITABLE SOILS WELLS
PROPERTY BOUNDARIES PROPOSED SPRAY
IRRIGATION ZONES
r' SURFACE WATER BODIES c� BUILDINGS
Fm NEW SPRAY AREAS FIMIPE
sa cn�cesixasr, nsrrevrtae, Nc xeazr
z�axa.za�.zsso n.icaza.zet.sssl LAKE TOXAWAY COMPANY
www.alr.monirnri,vnmrnrd.c,m.
LAKE TOXAWAY,
PRAWNOJECT
BY: AGE . STJT SCALE (FEET) TRANSYLVANIA COUNTY, NORTH CAROLINA
PROJECT I'1ANAGER: STU RYMAN
CLIENT: LAKE TDXAWAY CSUUNTRY CLUB R50 sm
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