WQ0033804_Final Permit_20090408

North Carolina
Beverly Eaves Perdue
Governor
NCDEN
Department of Environment and Natural Resources
Division of Mister Quality
Coleen H, Sullins
Director
April 8, 2009
MIClIEAL S. ROBJNSON — MANAGING MEMBER
DEERBORNE COTTAGES, LLC
22 WAGON ROAD
ASHEVILLE, NORTH CAROLINA 28805
Dear Mr, Robinson:
Dee freeman
Secretary
Subject: Permit No. WQ0033804
Deerborne Cottages
Wastewater Surface Irrigation
Buncombe County
In accordance with your permit application request received March 5, 2009, and subsequent
additional information received April 2, 2009, we are forwarding herewith Permit No. WQ0033804, dated
April 8, 2009, to Deerborne Cottages, LLC for the construction and operation of the subject wastewater
treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until March 31, 2014, 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.
Please note that several conditions are specific to this permit and require your attention:
Condition II.10.a.viii. — This condition verifies that the property line setback from the irrigation
area is 0 feet per compliance with 15A NCAC 02T .0506(c). In addition, this condition specifies
that effluent not meeting reclaimed standards shall be irrigated in Zones 1A, 113, 2, 4 and/or 6,
while maintaining a 50 foot setback to property lines.
Condition 111.15. — This condition requires the Permitter- to irrigate effluent that is not in
compliance with 15A NCAC 02T .0506(c) in Zones 1A, 1B, 2, 4 and/or 6 until such time that the
problems associated with the treatment capability of the wastewater treatment plant have been
corrected.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150E 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.
AQUIFER PROTECTIO:J SECTION
1535 Mali Service Conte. Raleigh, North Carolina 27699-1636
Location: 2726 Capitr I Boulevard, Raleigh Norttr Carolina 27664 �
Phone: [phone] FAX 1: 919-715-0583; FAX 2; 319-715-60'a I Customer Service: 1-877-623.6748 On`� �
hternet: www.riowaterouality.org [!gyp
An. EqL;al Dpporw• Aftrm,,.ve Lc. on Emp[DyL-

Mr. Micheal S. Robinson
April 8, 2009
Page 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
[e-mail].
Sincerely,
�Z, /Coleen . Sullins
cc: Buncombe County Health Department
Asheville Regional Office, Aquifer Protection Section
Mark C. Brooks, PE — Brooks Engineering Associates
Technical Assistance and Certification Unit
APS Central Files
LAU piles

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE 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
Deerborne Cottages, LLC
Buncombe County
FOR THE
construction and operation of a 5,360 gallon per day (GPD) wastewater treatment and surface irrigation
disposal facility consisting of:
twenty five (25) 1,000 gallon baffled septic tanks with effluent filters; a 3,000 gallon baffled surge tank
with an effluent filter; three (3) 3,000 gallon interconnect recirculation tanks with the final tank
containing two (2) 50 gallon per minute (GPM) recirculation dosing pumps and audible/visual high water
alarms; a K -Rain Hydrotek 6000 flow distribution box; eight (8) E -Z Treatim filter media pods with two
(2) 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 (W) disinfection system with six (6) bulbs; a 3,000 gallon
field dosing tank with two (2) 14 GPM dosing pumps and audible/visual high water alarms; an effluent
flow meter; a vortex screen filter; a precipitation sensor, a 14 kilowatt (kW) backup generator; a 123,000
gallon clay lined wet weather storage pond with approximately 77,600 gallons of effective storage (i.e.,
14 days); approximately 3.06 acres of drip irrigation fields consisting of 9 zones and approximately
13,762 emitters rated at 0.53 gallons per hour (GPH); and all associated piping, valves, controls, and
appurtenances;
to serve Deerborne Cottages, with no discharge of wastes to the surface waters, pursuant to the
application received March 5, 2009, and subsequent additional information received by the Division of
Water Quality (Division), and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until March 31, 2014, and shall be subject
to the following specified conditions and limitations:
WQ0033804 Version 1.0 Shell Version 090204 page 1 of 10

1. SCHEDULES
1. Upon completion of construction and prior to operation of this permitted facility, 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 trackfurther
construction Wroved-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.
2. The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance (excluding weekends and holidays) of operation of the installed facilities
so that an in-place inspection can be made. Such notifieation to the 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. A waste -level gauge to monitor waste levels in the wet weather storage pond shall be installed prior to
operation.
4. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
II. PERFORMANCE STANDARDS
The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including
those actions that may be required by the Division, such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. 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.
4. Effluent limitations shall not exceed those specified in Attachment A.
Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
The COMPLIANCE and REVIEW BOUNDARIES for the irrigation areas are established at the
irrigation area boundaries per 15A NCAC 02T .0506(c). Any exceedance of standards at the
Compliance or Review Boundary shall require action in accordance with 15A NCAC 02L .0106.
7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
WQ0033804 Version 1.0 Shell Version 090204 Page 2 of 10

8. 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(8).
9. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure that any landowner
who owns land within the compliance boundary, but who is not the permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement running with the
land that contains 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 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
* The property line setback has been reduced to 0 feet in accordance with 15A NCAC 02T
.0506(c). Effluent that does not meet the standards in 15A NCAC 02T .0906(a) shall be
irrigated in the fields specified in Condition 111.15. and shall maintain a 50 foot setback to
property lines.
b. The setbacks for Treatment and Storage Units shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
11. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition III. 4. and Ill. 5. of this
permit.
WQ0033804 Version 1.0 Shell Version 090204 Page 3 of 10

M. OPERATION AND MAINTENANCE REOUIREMENTS
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 .0507 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
Upon classification of the wastewater treatment and irrigation facilities by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate and
employ a certified operator to be in responsible charge (ORC) and one or more certified operator(s) to
be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The ORC shall visit
the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply
with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
d. All waste application equipment must be tested and calibrated at least once per permit cycle. Records
of the calibration must be maintained for five years.
7. No type of wastewater other than that from Deerborne Cottages shall be irrigated onto the irrigation
area.
8. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
9. Public access to the land application sites, wet weather storage pond and wastewater treatment plant
shall be controlled.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T.0508.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the wet weather storage pond shall not be less than two feet at any time.
13. A waste -level gauge to monitor waste levels in the wet weather storage pond shall be provided. This
gauge shall have readily visible permanent markings indicating the maximum liquid level at the top of
the temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid
storage volume, and the lowest point on top of the dam elevations. Caution must be taken not to
damage the integrity of the liner when installing the gauge.
14. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
WQ0033804 Version 1.0 She]] Version 090204 Page 4 of 10

15. Should self monitoring indicate that the limit for fecal coliform (daily maximum concentration of 25
per 100 ml) or turbidity (instantaneous maximum of 10 NTU) is exceeded, all effluent shall be
irrigated in Zones 1A, 1B, 2, 4 and/or 6 until such time that the problems associated with the
treatment capability of the wastewater treatment plant have been corrected.
IV. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
3. Flow through the treatment facility shall be continuously monitored and daily average flow values
shall be reported on Form NDMR. Flow may be estimated from water use records provided water
use is metered. Daily average values shall be calculated by dividing monthly flow volume by the
number of days in the month.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequencies and
locations for the parameters specified in Attachment A.
5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of irrigation,
b. Volume of wastewater irrigated,
c. Field irrigated,
d. Length of time field is irrigated,
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each field,
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field.,
g. Weather conditions, and
h. Maintenance of cover crops.
6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the wet weather
storage pond shall be recorded weekly.
7. 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.
8. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
c. Date of calibration of flow measurement device.
WQ0033804 Version 1.0 Shell Version 090204 Page 5 of 10

9. Three (3) copies of all monitoring data [as specified in Conditions 1V.3. and IVA.] on Form NDMR
for each PPI and three (3) copies of all operation and disposal records [as specified in Conditions IV.5
and IV.6.] on Form NDAR-1 for every field 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
10. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field and the results maintained on file by the Permittee for a minimum of five years. The
Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
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 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 irrigation field or runoff
from the irrigation fields.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self-monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any field.
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.
WQ0033904 Version 1.0 Shell Version 090204 Page 6 of 10

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 i 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 form(s),
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.
WQ0033804 Version 1.0 Shell Version 090204 Page 7 of 10

The Permittee must pay the annual fee within thirty (30)
Failure to pay the fee accordingly may cause the Division
pursuant to 15A NCAC 02T .0105(e).
Permit issued this the 8t" day of April 2009
days after being billed by the Division.
to initiate action to revoke this permit
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
9v toleenli. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033804
WQ0033804 Version 1.0 Shell Version 090204 Page 8 of 10

Permit No. WQ0033804
April 8, 2009
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,
WQ0033804 Version 1.0 Shell Version 090204 Page 9 of 10

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WQ0033804 Version 1.0 Shell Version 090204 Page 10 of 10

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001—WWTP Effluent
Permit Number: WQ0033804 Version: 1.0 -
1. 4 x Year sampling shall be conducted in March, June, September and December.
2, Fecal Coliform sampling shall be a month])• geometric mean.
WQ0033804 Version 1.0 Attachment A Page I of 2
TARING
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
REQUIQUIMONREMENTS
Parameter Description -PCS Code
Monthly Average Monthly Geometric
Mean Daily Minimum Daily Maximum
Measurement Sample
Frequency Type
1301), 5 -bay (20 Deg. C) - 003 t0
10
mg/1
15
mg/l
4 x Year'
Grab
Coliform. Fecal MF. M -FC I roth,44.5C - 31616
14
#/100ml
25
#/100m1
4 x Year' Z
Grab
Flow, in conduit or thru treatment plant - 50050
5,360
GPD
Monthly
Calculated
Nitrogen, Ammonia Total (as N) - 00610
4
mg/l
6
mg/!
4 x Year
Grab
Nitrogen. Kjeldahl Total (as N) — 00625
4 x Year
Grab
Nitrogen. Nitrate Total (as N) - 00620
4 x Year
Grab
Nitrogen. 'notal (as N) - 00600
4 x Year
Grab
plI - 00400
6
So
9
su
Weekly
Grab
Phosphonts, Total (a5 P) - 00665
4 x Year
Grab
Solids, Totai Suspended - 00.530
5
mg/1
10
mg/l
4 x Year
Grab
Turbidity, HCH Turbidimeter - 00076
10
ntu
Continuous
Recorder
1. 4 x Year sampling shall be conducted in March, June, September and December.
2, Fecal Coliform sampling shall be a month])• geometric mean.
WQ0033804 Version 1.0 Attachment A Page I of 2

THIS PAGE BLANK
WQ00336. Version 1-0 Attachment A ;e 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Deerborne Cottages, LLC -- Deerborne Cottages
Permit Number: WQ0033804 Version: 1,0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field !Net
Zone
IA
Owner
Deerborne Cottages, LLC
County
Buncombe
Latitude
35'43'59"
Longitude
-82'36'20"
Acreage
0.20
Dominant
Soil Series
Pigeonroost
Parameter
01284 — Application Surface Irrigation
Hourly
Rate
0.2
Yearly
Max
23.53
Units
inches
IB
2
Deerborne Cottages. LLC
Deerborne Cottages. LLC
Buncombe
Buncombe
35° 43' 57"
35° 43' 58"
-82° 36'22"
-82° 36'2 1
0.19
0.34
Pigeonroost
Pigeonroost
01284 — Application Surface Irrigation
01284 — Application Surface Irrigation
0.2
0.2
23.53
23.53
inches
inches
3
Deerborne Cottages. LLC
Buncombe
35'43'55"
-82° 36'22"
0.45
Pigeonroost
01284 -- Application Surface Irrigation
0.2
23.53
inches
4
5
Deerborne Cottages, LLC
Deerborne Cottages, LLC
Buncombe
Buncombe
35° 43' S7"
35'43'55"
-82° 36' 23"
-820 36' 23"
0.31
0.33
Pigeonroost
Pigeonroost
01284 —Application Surface Irrigation
01284 — Appfication Surface Irrigation
0:2
0.2
23.53
23.53
inches
inches
6
Deerborne Cottages. LLC
Buncombe
35° 43'59"
-82° 36' 15"
0.42
Walnut
01284 — Application Surface Irrigation
0.2
23.53
inches
7
Deerborne Cottages, LLC
Buncombe
35° 43'57"
-82° 36' 13"
0.38
Walnut
01284 — Application Surface Irrigation
0.2
23.53
inches
8
Deerborne Cottages. L1.0
Buncombe
35° 43'56"
-82° 36' 13"
0.44
3.06
Walnut
01284 — Application Surface Irrigation
0.2
23.53
inches
Total
WQ0033804 Version 1.0 Attac:htnent B Page 1 of

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ENGINEER'S NOTE:
ZONES 3,5, 7, AND a ARE WITHIN 50 FT OF A PROPERY LINE, THESE ZONES
SHALL BE ELIMINATED FROM THE IRRIGATION SCHEDULE IF A TUR8IDM
READING OF FA N.T,U, OR GREATER IS ENCOUNTERED.
0' 100 200' 300'
SCALE IN FEET
IRP,IGATION CA LUTIONS
1. A DESIGN FLOW OF 5,360 GPD HAS BEEN CALCULATED. BASED UPON 25 RENTAL
CABINS @ 200 GPD(UNIT AND ONE 3 -BEDROOM MOBILE HOME �P I20 GPDJ BEDROOM
PERNCACO2T,0114.
2. RESIGN BASEO ON IRRIGATION RATE OF O.AS25 UYCHESPER WEEK 10.010275
GPNM).
5ATURATEn HYDRAULIC CONIIUCTIVM AND OTHER SOIL DATA FRAM BWOr6
ENGINEERING ASSDClATE5.
3, IRRIGATION AREA NEEDED = 5,360 GPD10.040275 GPDIFR - 7.33,084 FT2 (3.96
AaESj. THE IRRIGATION AREA 15 DIVIDED MOB ZONES WITH A TOTAL WETTED
AREA Of I33,OB4 FTl (3,C6 ACRES) FORAM EFFECUVE LOADING RATE OF 0.4525
FNCHESfWESK.
SIE NOTES:
1. ALL SETBACKS AND CONSTRUCTION METHODS AS SPECIRED IN LEA NCACO2T
.0500 APPLY AND SUPERCEDE ANY DRAWING DEPICTIONS HE;" €N.
2. PER NCAC 02T,9E06(c), RECLAIMED EFFLUENT STANDARDS ARE 70 BE MET
AND.0900 SEIBACILS TO PROPERTY LINES, AND COMPLIANCE BOUNDARIES
APPLY TO IRRIGATION AREAS.
3. ALL TARIGATION LINES TO BE INSTALLED ON CONTOUR AT GROFINO SURFACE 4
IT O.C.
4. ALL IRRIGATION LINELOCA71CNS SHALL BE SURVEYSTAKED PRIOR TO
CONSTRUCTION,
5, CAUTION SIGNS'AAE T0.8E POSTED EVERY 30WAROUM THE
PISPASALAReA, SEE SHEET HU -20 PGR SIGNAGE DETAILS,
SETBACK CRITERIA:
T KP 6ETBACKS UTILIZED IN THIS DESIGAI ARE THOSE FOR A WASTMATER DRIP
IRRIGATION SYSTEM LOCATED IN ISA NOIC 02T .0506. INCLUDING THE
PROVISION IN .DSM(C) WHICH REQUIRFS NO SETBACKS FROM PROPERTY LINES,
SPECIFICALLY, THE 5ETBACK5 UTILIZED ARE AS FOLLOWS!
IRRIGATION AREAS
ANY HAWTABLE RESIDENCE L>NOER SEPARATE OWNERSHIP 100 FT
ANYPLACE OF PUBLIC ASSEMBLY OWNED BY PERMITTEE 15 FT
SURFACE WATERS LOD FT
ANY WATER SUPPLY WELL 100 FT
PROPERTY LINE 0 FT
TOP OF CUT BANK 15 FT
PUBLIC RIGHT OF WAY 5O FT
SURFACE WATER OIYERSi0N5 25 FT
TREATMENT AND STORAGE UNCTS
ANY HABITABLE RESIDBACE uNDE0.SEPARATE OWNERSHIP 100 FT
ANf WATER SUPPLY SOURCE 100 FT
SURFACE WATERS 50 FI
ANY WATER SUPPLY WELL 100 F.
AN' PROPERTY LINE 50 FT
KEYNOTES:
O PER 150, NCAC 02L ROB THE REVIEW BOJNOARY HAS SEEN ESTABLISHED AT
CO
1 THE MPLIANCE BOUNDARY AND THE IRRIGATION AREA SDUNDARY,
/1 PER 15A NCAC 02L 0107 AND 15A NCACO2T.09C6(Q THE COMPLIANCE
BOUNDARY HAS BEEN ESTABLISHED IS THE IRRIGATION BOUNDARY OF EACH
ZONE.
OTREATMENT AND DOSING FACILITY TO BE LOCATED IN FRONT OF THE EIUSCING
TRAILER WHICH WILL BE USED AS A MAINTENANCE BUILDING.
O74 - DAY WET WEATHER STORAGE POND.
PROPOSED RENTAL CABIN.
& PROPOSED RENTAL CABIN OFFICE.
PROPOSED STORM WATER DETENTION POND,
© EM73NG WATERSUPPLY WELL,
9O PROPO5P.D SEPTIC TANKS LOCATED AT THE CABINS.
FORCE MAlN LFNGTNS
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WQ0033804 -- Deerborne Cottages
6 Deerborne Lane
Weaverville, NC 28787
Latitude: 35° 44' 01" Longitude: -82° 36' 20"
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