WQ0033804_Final Permit_20140611

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 11, 2014
KATHLEEN A. DRYSDALE — MEMBER
NC ASSET MGNT, LLC
13 807 KIMBERLEY LANE
HouSTON, TEXAS 77079
Dear Ms. Drysdale:
John E. Skvarla, III
Secretary
Subject: Permit No. WQ0033804
Deerborne Cottages
Wastewater Irrigation System
Buncombe County
In accordance with your permit change of ownership request received April 7, 2014, we are
forwarding herewith Permit No. WQ0033804 dated June 11, 2014, to NC Asset Mgnt, LLC for the
construction and operation of the subject wastewater treatment and irrigation facilities.
Please note the Permittee has been changed from First Troy SPE, LLC to NC Asset Mgnt, LLC.
This permit shall be effective from the date of issuance until December 31, 2016, shall void
Permit No. WQ0033804 issued October 7, 2011, 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 for they may differ from the previous permit issuance. Failure to establish an adequate system for
collecting and maintaining the required operational information shall result in future compliance
problems.
Please nate that the permitted flow for this facility has been reduced from 5,360 gallons per
day (GPD) to 2,170 GPD. Once Fields 1A, 1B, 2, 3, 4 and 5 have been certified and a startup
inspection has been conducted, the flow rate will return to the original permitted rate of 5,360 GPD.
For your convenience, customized electronic copies of your facility's NDMR and NDAR-1
reporting forms are available for download at: http://poilal,ncdenr.org/web/wqlaps/lau/reporting.
Please note the following permit condition has been removed since the last permit issuance
dated: October 7, 2011:
Old Condition I.3. — This condition has been removed because a continuously recording
turbidimeter has been installed.
1636 Mail Service Center. Raleigh, North Carolina 27699-1636
Phoney 919 07-64641Iniemei: http://portal.ncdenr.oro/weblwq
An Equal Qppodumty'•,.-wirmaiive Action Employer - Made in pari recycled pav,,r

Ms. Kathleen A. Drysdale
June 11, 2014
Page 2 of 2
Please note the following attachments have been modified since the last hermit issuance
dated October 7, 2011:
➢ Attachment A — This attachment has been modified to note that since only Fields 6, 7 and 8
are operational at the time of permit issuance, the permitted flow has been reduced to 2,170
GPD. Once Fields IA, 113, 2, 3, 4 and 5 have been certified and inspected, the flow will
return to the originally permitted rate of 5,3 60 GPD.
➢ Attachment B — This attachment has been modified to note that only Fields 6, 7 and 8 are
operational at the time of permit issuance.
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.
If you need additional information concerning this permit, please contact Nathaniel Thornburg at
[phone] or nathaniel.thomburg_ancdenr.goy.
Sincerely,
/hom2sA. Reeder, Director
Division of Water Resources
CC' Buncombe County Health Department
Asheville Regional Office, Water Quality Regional Operations Section
Permit File WQ0033804
Notebook File WQ0033804

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATU A -L RESOURCES
RALEIGH
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
NC Asset Mgnt, LLC
Buncombe County
FOR THE
continued operation of a 5,360 gallon per day (GPD) wastewater treatment and storage system consisting
of twenty-five 1,000 gallon baffled septic tanks with effluent filters; a 3,000 gallon baffled surge tank
with an effluent filter; three 3,000 gallon interconnected recirculation tanks with the final tank containing
two 50 gallon per minute (GPM) recirculation dosing pumps and audible/visual high water alarms; a K -
Rain Hydrotek 6000 flow distribution box; eight E -Z TreatTM filter media pods with two pods providing a
denitrification return line to the 3,000 gallon surge tank; a 75 gallon concrete vault with a turbidimeter; a
50 GPM ultraviolet (UV) disinfection system with six bulbs; a 3,000 gallon field dosing tank with two 14
GPM dosing pumps and audible/visual high water alarms; an effluent flow meter; a vortex screen filter; a
14 kilowatt (kW) backup generator; a 123,000 gallon clay lined storage pond with approximately 77,600
gallons of effective storage; and all associated piping, valves, controls, and appurtenances; the
continued operation of a 2;170 GPD wastewater irrigation system consisting of: a precipitation sensor;
approximately 1.24 acres of drip irrigation fields consisting of three zones (i.e., Fields 6, 7 and 8), and all
associated piping, valves, controls, and appurtenances; and the
construction and operation of a 3,190 GPD wastewater irrigation system (resulting in a cumulative
irrigation capacity of 5,360 GPD) consisting of: approximately 1.82 acres of drip irrigation fields
consisting of six zones (i.e_, Fields IA, 1B, 2, 3, 4 and 5) resulting in a cumulative area of 3.06 acres; and
all associated piping, valves, controls, and appurtenances;
to serve Deerborne Cottages, with no discharge of wastes to surface waters, pursuant to the application
received April 7, 2014, 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 December 31, 2016, shall void Permit No.
WQ0033804 issued October 7, 20I1, and shall be subject to the following specified conditions and
limitations:
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I. SCHEDULES
1. In accordance with 15A NCAC 02T .0 116, upon completion of construction and prior to operation of
Fields IA, IB, 2, 3, 4 and 5, a certification (attached) shall be submitted from a licensed North
Carolina Professional Engineer certifying that the permitted fields have 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
bases and partially certified the Permittee shall retain the respQnsibility responsibilityto 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 Division of Water Resources, Water Quality
Permitting Section, 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 Fields IA, IB, 2, 3, 4 and 5 such that
an in-place inspection can be made- Notification to the regional supervisor shall be made from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
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. PIease note Rule 15A
NCAC. 02T .0I05(d) requires an updated site map to be submitted with the permit renewal
application.
11. 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 irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
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 quality shall not exceed the limitations specified in Attachment A.
4. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when
effluent application is not appropriate in accordance with Conditions 111.4_ and 111.5- of this permit_
6. The compliance and review boundaries are established at the irrigation area boundaries. Any
exceedance of standards at the compliance or review boundary shall require action in accordance with
I SA NCAC 02L A 106-
7. 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.
8. 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(8).
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4
9. 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
Buncombe 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.
10. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02T .0500 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 Iowering ditches:
100
vi. Surface water diversions:
25
vii. Any well with exception of monitoring wells:
100
viii. Any property Iine:
5o/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
3 The property line setback has been reduced to zero feet in accordance with 15A NCAC 02T
.0506(c). Effluent that does not meet the standards in 15A NCAC 02U .0301(a) shall be
irrigated on Zones IA, 113, 2, 4 and/or 6, and shall maintain a 50 foot setback
to property
lines.
b. The setbacks for storage and treatment units pennitted under 15A NCAC 02T .0500 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
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Shell Version 140324
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M. OPERATION AND MAINTENANCE REQUIREMENTS
I. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507, 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 one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
All irrigation 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 effluent from Deerbome Cottages shall be irrigated on the sites listed in Attachment B.
No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed_
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited_
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with ISA NCAC 02T .I 100. The Permittee shall maintain a residual management plan
pursuant to ISA NCAC 02T .0508.
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the 123,000 gallon clay lined storage pond shall not be less than two feet at any time.
13. A gauge to monitor waste levels in the 123,000 gallon clay lined storage pond shall be provided. This
gauge shall have readily visible permanent markings, at inch or tenth of a foot increments, 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.
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 bow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
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15. Should the limit for fecal coliform (daily maximum concentration of 25 colonies per 100 mL) or
turbidity (instantaneous maximum of 10 NTU) be exceeded, then all effluent shall be irrigated in
Zones IA, 113, 2, 4, and/or 6 until the problems associated with the wastewater treatment plant have
been corrected.
N. MONITORING AND REPORTING REQ WNTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified Iaboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily average flow values
shall be reported on Form NDMR. Flow may be estimated from water use records, provided the
Permittee's water use is metered. Daily average flow values shall be calculated by dividing the
monthly metered water usage by the number of days in the month.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a_ Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
is Continuous monthly and year-to-date Ioadings 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 123,000 gallon clay lined
storage pond shall be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly
freeboard records shall be maintained at the facility for a period of no less than five years, and shall
be spade available to the Division upon request_
7. Three copies of all monitoring data (as specified in Conditions IV -3- and IVA.) on Form NDMR for
each PFI and three copies of all operation and disposal records (as specified in Conditions IV.S. and
IV.6.) on Form NDARA for every site in Attachment B shall be submitted on or before the last day of
the following month_ If no activities occurred during the monitoring month, monitoring reports are
still required documenting the absence of the activity_ All information shall be submitted to the
following address:
Division of Water Resources
information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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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 of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. 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 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 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 or runoff from the irrigation 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_
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V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation 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 irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
tnay 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.
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.
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.
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).
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 I SA NCAC Chapter 4
and under the Division's General Permit NCG0I0000; 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 naive, 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 pen -nit is issued to the new owner.
The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Pennittee 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.01 05CI),
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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.01 10.
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 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 I I'h day of June 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
on a A. Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0033804
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Permit No. WQ0033804
NC Asset Mgnt, LLC
Deerborne Cottages
ENGINEERING CERTIF'ICAT'ION
❑ Partial ❑ Final
Wastewater Irrigation System
June 11, 2014
Buncombe County
In accordance with 15A NCAC 02T .0 116, 1,_
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
Engineering Firm
Mailing Address
City State Zip
Telephone E-mail
NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1636 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
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ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001 — W WTP Effluent
Permit Number: WQ0033804 Version: 1.2
EFFLUENT CHARACTER.ISTIC.S
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimnm
Baily Maximum
Measurement
Frequency
Sample
Type
00310
130D. 5 -]day (20'C)
mg/L
10
i
15
4 x Year
Grab
31616
Coliform, f=ecal MF. M -17C Broth, 44.5'C
9/100 mL
14
25
4 x Year'
Grab
50050
Flow, in Conduit or thru Treatment Plaut
GPD
2,170 z / 5,360 3
3
!
Monthly
Calculated
00610
Nitrogea. Ammonia Total (as N)
mg/L
4
6
4 x Year
Grab
00625
Nitrogen, Kjeldahl. Total (as N)
mgIL
4 x Year'
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
j
4 x Year
Grab
00600
0040€1
Nitrogen. Total (as N)
pH
mg/L
su
6
9
4 x Year
Weekly
Grab
Grab
00665
Phosphorus. Total (as P)
mg/L
i
j
4 x Year'
Grab
00530
Solids. Total Suspended
mg/L
5
10
4 x Year
Grab
00076
Turbidity, HCH Turbidimeter
NTU
10
Continuous
Recorder
1. 4 x Year sampling shall be conducted in March, June, September and December.
2. The monthly permitted average flow has been limited to 2,170 GPD since only Fields 6, 7 and 8 have been certified and are operational.
3. The monthly permitted average flow will increase to 5,360 GPD upon the certification and inspection of Fields 1A, 1B, 2, 3, 4 and 5.
WQ0033804 Version 1.2 Attachment A Page I of I

THIS PAGE BLANK

A'T'TACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
NC Asset Mgnt, LLC - Deerbornte Cottages
Permit Number: WQ0033804 Version: 1.2
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Date
nearly
Max
Units
1 A
NC Asset Mgnt. LLC
Buncombe
35.733056°
-82.605556°
0.20
01284 - Non -Discharge Application Rate
0.2
23.53
inches
I B
NC Asset Mgnt, LLC
Buncombe
35.732632°
-82.6059851
0.I9
01284 - Nan -Discharge Application Rate
0.2
23.53
inches
2
NC Asset N1 gnt. LLC
Buncombe
35.732937°
-82.606193°
0.34
01284 - Non -Discharge Application Rate
0.2
23.53
inches
3
NC Asset Mgnt, LLC
Buncombe
35.7321830
-82.6060970
0.45
01284 - Non -Discharge Application Rate
0.2
23.53
inches
4
NC Asset Mgnt. LLC
Buncombe
35.732401°
-82.606494°
0.31
01284 - Non -Discharge Application Rate
0.2
23.53
inches
5
NC Asset Mgnt. LLC
Buncombe
35.731944°
-82.6063891
0.33
01284 - Non -Discharge Application Rate
0.2
23.53
inches
6
NC Asset Mgnt, LLC
Buncombe
35.732658°
-82.604209°
0.42
01284 - Non -Discharge Application Rate
0.2
23.53
inches
7
NC Asset Mgnt, LLC
Buncombe
35.732488°
-82.603672°
0.38
01284 - Non -Discharge Application Rate
0.2
23.53
inches
8
NC Asset Mgnt, LLC
Buncombe
35.732288°
-82.603749°
0.44
01284 - Non -Discharge Application Rate
0.2
23.53
inches
Totais
3.06
1. Fields 6, 7 and 8 have been certified and are operational. Fields 1A, lB, 2, 3, 4 and 5 have not been certified by a licensed North Carolina Professional Engineer; therefore irrigation on these
fields is prohibited until certified. Accordingly, the permitted flow has been reduced to 2,170 GPD based on the annual loading rate for Fields 6, 7 and S. Once an Engineering Certification and
a startup inspection has been completed for Fields IA, 1B, 2, 3, 4 and 5, then the permitted flow will increase to the original permitted rate of 5,360 GPD.
WQ0033804 Version 1.2 Attachment Page 1 of 1

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FNGZNEFR`S NOTE:
SONES 3, 5. 7, AND a ARE VRTHIN SO FT OF A PROPERY LINE. THESE ZONES
SNALL BE ELIMINATED FROM THE IRRLOATION SCHEDULE LF A WaBi0TTY
REAWNO OF 10 N.T.U. OR GQEATER IS ENCOUNTERED.
r�
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— SCALE lig FEET
Fj &u Rc 1 -
IRPSGATION CALCULATIONS
I. AtESIGN FLOW OF 5260 Gn HAS BEEF CALCl11ATED• EASED UPON 25 RENTAL
CUM @) ZW GPDNNFI AND ONE 3-DEDROOM MD511LE HOME 0 120 GPD/ BEDROOM
PEII HCACO2T.D114
2. DESIGN EASED ON IRRIGATION RATE OF 0.4525 INCHE5PER WEEK (O.D40ZYS
GPCM-),
S.4TLkATET) HYDRAULIC OMDUCTIVITY AND OTHER SOL DATA FROM E;=K5
ENGIN$ERING ASSOCIATES,
3. IRRIGATION AREA NEEDED � 5,3GO GPDX.O4C27E GPDIFTT - 133,084 �-Tl (3,DP
ACRES). THE IRTUCkE11N AREA IS DIVIDED INTO 8 ZONES WITH A TOTAL WETTED
AREA DF 133,084 FTI f3.05 ACRES) FOR AN EFFECTIVE LOADING RATE OF ILA%n
INt'FftS(V,:EEK,
SIM NOiE5;
I. ALL SETBACKS AND CONSTRUCTION METHODSAS SPECIFIED IN 15A K4=UZT
ASu9 APPLY AND SUPERCEDE ANY BRAWING DUICTION51*REIN,
2. PER NCAC D2T,I6DE (C), RECLAIMED EFFLUENT STANDARDS ARE TO BE MET
AND.OBDD SETBACKS TO PROPERTY LINES, AND COMPLIANCE BOVNI 4LRIE5
APPLY TO IRRIGATION AREAS.
3. ALL IRRIGATION LINES TO BE INSTALLED ON CDNTDLR AT GROUND SURFACE a
FT D.C.
A. ALL IRRIGATION LINE LOCATIONS SHALL BE SURVEY STAKED PRIOR TO
CONSTRLCTION.
S. CAUTEON SIGNS ALRCT-0 BE. POSTED FVRRY SDW AIROUNUT}TE
bTSPRSALAR4A. SEESHEET RU -20 FOR EIBNAGB DETAILS,
SETBACK CRITERIA:
TKt SETSACKS UTILIZED IN TRIS DESIC14 ARE TatCSE FOR A WA5TEWA7tR DRIP
IRR%ATIDN SYSTEM WCATED IN ISA NW UT .0506. INCLUDING THE
PRM51ON IN VAkV.) WHICH REQUIRES NO SETBACKS MOM PROPERTY LINE.
SPECIFICALLY, THE SETBACKS UTILIZED ARE AS F=OWS5
IRRIGATION AREAS
AN:' N0.BTTABLE RESIDENCE UNDER SEPARATE OWNERSHIP 100 FT
ANY PUKE OF PUBLIC ASSEKBLY OWNED BY PERM)TTEE 15 FT
SURFACE WATERS IDD FT
ANY WATER SUPPLY WELL IOD FT
PRDP"eRTY LINE 0 FT
TOP OF CUT B”
15 FT
PUBLIC RIGHT OF WAY SD FT
SURFACE WATER DIVERSHIP6 ZS FT
TREATMENT AND STORAGE UNM
ANY HABITABLE RESIDENCE UNDER SEPARATE OWNERSHIP IDD FT
ANP WATER SUPPLY SOURCE iD0 F.
SURFACE WATERS 50
ANY WATER SUPPLY WELL IOD Fi
Ail`• PROPERTY LINE 50 FT
KEYNOTES;
PER 15A NCAC 02L 9108 THE REVIEW BOUNDAW1 RAS BEEN ES)ABtLSHED AT
I THE COMPLIANCE BOUNDARY ANDTHE IRRIGATION AREA BOUNDAR•:.
® PER ISA NCAC VL 0107 AND 15A NCA[ 02T.09OE(C) THEE
RRI
BOUNDARY HAS BEC4q 55TABLL9AED AS THE IGATICN' BOUNDARY OF EACH
ZONE.
!,1 TREATMENT ANO DOSING FALILTIYTO BE LOG7TED IN FRONT OF THE pU51 TNG
�f TRAILER WHICH WILL 6£USED A3AMAINTENAPJ LE BUILDING.
QI-- DAY WET WEAZHER STORAGE P(NL
^ PROPOSED P.5IJTAL CHIN.
V PRO*SE0 RENTAL CABIN OFFICE
aPROPDSEO STORM WATER DFTENIFON PDNO.
EXISTING WATER SUPPLY WELL.
9O PRDPORDSEPTIC TANKS LOLATED AT -,HE CABINS.
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Figure 3 — Directional Map
WQ0033804
6 Deerborne Lane, Weaverville, NC 28787
NC Asset Mgnt, LLC
Latitude: 35.733808°
Deerborne Cottages
Longitude: -82.605776°
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