WQ0022725_Final Permit_20080515

May 15, 2008
Mr. John W. Dixon, Managing Partner
Slash Creels, LLC
P.O. Box 1327
Nags Head, NC 27959
Dear Mr. Dixon:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of water Quality
Subject: Permit No. WQ0022725
Slash Condominiums
Non -Conjunctive Wastewater
Treatment and Reclaimed Water
Utilization System
Dare County
In accordance with your permit renewal application request received February 21, 2008, we are
forwarding herewith Permit No. WQ0022725, dated May 15, 2008, to Slash Creek, LLC for the
continued operation of the subject wastewater treatment and reclaimed water utilization facilities.
This permit shall be effective from the date of issuance until April 30, 2013, shall void Permit No.
WQ0022725 issued November 30, 2005, 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 on September 1, 2006 State Administrative Code 15A NCAC Subchapter 02T —
Waste not Discharged to Surface Water was adopted. This permit incorporates the requirement of these
rules. Remember to take the time to review this permit thoroughly, as some of the conditions
contained therein may have been added, changed, or deleted from those in previously issued permits.
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.
If you need additional information concerning this matter, please coat t David Goodrich at (919)
715-6162 or david.goodrich@,ncmail.net.
Sincerely,
.for Coleen H. Sullins
cc: Dare County Health Department
Washington Regional Office, Aquifer Protection Section
Sean C. Boyle, PE, Quible & Associates, P.C., Kitty Hawk, NC
Technical Assistance and Certification Unit
APS Central Files
LAU Files
NorthCarolin2
Natirma!!J
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Internet: www.newateroualitv.ors Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (91.9) 715-6048
An Equal Opportunity/Affirmative Action Employer 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

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
Slash Creek, LLC
Dare County
FOR THE
continued operation of a 18,000 GPD wastewater treatment and reclaimed water utilization system
consisting of an influent bar screen, a 7,277 gallon flow equalization basin with dual 0.54 Hp mixing
pumps, dual 0.54 Hp equalization pumps that discharge to a flow control box, one 5 Hp aspirating aerator;
a 2,803 gallon sludge holding basin with a 0.54 Hp decant pump, a 5 Hp aspirating aerator; dual 2,102
gallon anoxic basins with one 0.54 Hp mixing pump each, one 5 Hp aspirating aerator each, one 1.0 Hp
MLSS return pump each discharging to either the anoxic basin or sludge holding basin; dual 2,114 gallon
clarifier with one 0.54 Hp scum return pump each, one 0.54 Hp sludge return pump each; dual 6.0 square
foot 1.04 gpm/ft2 tertiary filters with a 0.5 Hp blower for air scouring; 1,944 gallon mudwell with dual
0.54 Hp pumps, 2,238 gallon clearwell with dual 2.0 Hp backwash pumps; ultra sonic flow measurement;
Hack 1720 D Turbidimeter; an 8" by 69.5" four lamp UV disinfection unit; six (6) 18,000 gallon Stay -
right precast tanks for five-day upset storage; a 273,000 gallon storage pond with dual 45 gpm irrigation
pumps and 18 spray irrigation zones with a total irrigation area of 31,680 fe
to serve Slash Condominiums with no discharge of wastes to the surface waters, pursuant to the
application received February 21, 2008 and subsequent additional information received by the 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 April 30, 2013, shall void Permit No.
WQ0022725 issued November 30, 2005, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES
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.
WQ0022725 Version 2.0 Shell Version 070627 Page 1 of 8

H.
PERFORMANCE STANDARDS
9
1. The reclaimed water utilization facilities shall be effectively maintained and operated at all titres 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.
3. Effluent limitations shall not exceed those specified in Attachment A.
4. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
5. 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.
6. 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.
7. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
S. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows (all distances in feet):
i.
Surface waters not classified SA:
25
ii.
Any property line:
50
iii.
Surface waters classified SA:
100
iv.
Any well with exception to monitoring wells
100
v.
Impounded public water supplies:
500
vi.
Public shall groundwater supply:
500
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: 1 50
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 Iength 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 reclaimed wastewater 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.
10. 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.
c. 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.
11. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
12. 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.
13. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T.
14. The reclaimed water utilization system shall be connected to a rain or moisture sensor that shall
indicate when reclaimed water application is not appropriate in accordance with Condition IIIA. and
HI.S. of this permit.
III. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
WQ0022725 Version 2.0 Shell Version 070627 Page 3 of 8

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 rules.
3. A suitable year round vegetative cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed water utilization
areas.
5. Reclaimed water application shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
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 Slash Condominiums shall be applied to the reclaimed
water utilization area.
8. An automatically activated standby power source shall be on site and operational at all times capable
of powering all essential treatment units. If a generator is employed as an alternate power supply, it
shall be tested weekly by interrupting the primary power source.
9. Public access to the reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. A sign
shall be posted in plain sight of all irrigation areas showing these activities.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the storage pond shall not be less than 2 feet at any time.
13. Waste -level gauges, to monitor waste levels in the storage pond and underground five day upset
storage tanks, shall be provided. These gauges 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. All wastewater shall be routed to the 5-day holding pond should the limit for fecal coliform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment plant have been corrected. The wastewater in the 5-day holding pond shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day holding pond prior to discharge to the
storage pond.
15. Waste shall not be applied or discharged onto or below the land surface when the vertical separation
between the waste and the seasonal high water table is less than one (1) foot.
WQ0022725 Version 2.0 Shell Version 070627 Page 4 of 8

16. The irrigation areas shall be designated and referred to on all reporting forms as:
IV.
Zone # Total Wetted Area ft2
1
1757
2
1561
3
1877
4
1461
5
2085
6
1877
7
2085
8
1668
9
2085
10
2085
11
2085
12
2085
13
2503
14
1668
15
2503
16
2295
MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameters under 15A NCAC 02H .0800.
3. Influent 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 for the parameters specified in Attachment A.
5. The Permittee tracking the amount of reclaimed water applied shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
a. Date of reclaimed water application,
b. Volume of reclaimed water applied,
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,
WQ0022725 Version 2.0 Shell Version 070627 Page 5 of 8

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 storage pond
shall be recorded weekly,
7. Three copies of all monitoring data [as specified in Conditions IV.3. and N.4] on Form NDMR for
each point prior to irrigation (PPI) and three copies of all operation and disposal records [as specified
in Conditions N.S. and IV.6.1 on Form NDAR-1 for every utilization area shall be submitted on or
before the last day of the following month. If no activities occurred during the monitoring month,
monitoring reports are still required documenting the absence of the activity. All information shall be
submitted to the following address:
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 Washington Regional Office, telephone number (252)
946-6481, 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 trcatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage' of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the reclaimed utilization area or
runoff from the reclaimed utilization areas.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
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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.
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 is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
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.
4. 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,
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5. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
6. The Perrmittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
7. The Pennittee 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 revolve this permit pursuant to
15A NCAC 02T .0105(e).
Permit issued this the 15th of May 2008
NORTH C INA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022725
WQ0022725 Version 2.0 Shell Version 070627 Page 8 of 8

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
SLASH CREEK, LLC -- SLASH CONDOMINIUMS
nn7 Any 11711" T-41-.—+
Permit Number: WQ0022725 Version: 2.0
i ,t'L V V 1 — T T T 11' AltRiauT:aaa
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
18,000 gpd
Continuous
Recorder
PPI 002 — WWTF Effluent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description -- PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequencyu
Sample
YP
Turbidity, HCH Turbidimeter — 00076
10
ntu
Continuous
Continuous
Nitrogen, Ammonia Total (as N) — 00610 — Winter
4a
mg/l
6a
mg/i
Monthly
Grab
Nitrogen, Ammonia Tota[ (as N) — 00610 — Summer
40
mg/1
60
mg/I
Weekly
Grab
BOD, 5-Day (20 Deg C) — 00310 — Winter
10
mg/1
15
mg/l
Monthly
Grab
Nitrogen, Nitrate Total (as N) — 00620 — Winter
Monthly
Grab
Nitrogen, Total (as N) — 00600 — Summer
to,
mg/1
Weekly
Grab
Solids, Total Dissolved — 70295
3 X year
Grab
BOD, 5-Day (20 Deg C) — 00310 -- Summer
10
mg/I
15
mg/l
Weekly
Grab
Nitrogen, Total (as N) — 00600 — Winter
to,
mg/l
Monthly
Grab
Solids, Total Suspended — 00530 — Summer
5
mg/1
10
mg/l
Weekly
Grab
Solids, Total Suspended — 00530 — Winter
5
mg/1
10
mg/1
Monthly
Grab
Nitrogen, Nitrate Total (as N) — 00620 — Summer
Weekly
Grab
Chloride (as Cl) — 00940
3 X year
Grab
Coliform, Fecal MF, M-FC Broth,44.5C— 31616 — Winter
14
mpn/100m1
25
mpn/100ml
Monthly
Grab
(geom.mean)
Coliform, Fecal MF, M-FC Broth,44.5C — 31616 — Summer
14
mpn/100ml
25
mpn/l 00m]
Weekly
E
Grab
( eom.mean) _
WQ0022725 Version 2.0 Attachment A Page 1 of 2

PPT 003 — Surface Water - lInstream
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description — PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Coliform, Fecal MF, M-FC Broth,44.5C — 31616
Monthly
Grab
Nitrogen, Total (as N) — 00600
Monthly
Grab
PPT 004 — Surface Water - Downstream
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description — PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Coliform, Fecal MF, M-FC Broth,44.5C — 31616
Monthly
Grab
Nitrogen, Total (as N) — 00600
Monthly
Grab
'Monthly average for Ammonia Nitrogen shall not exceed 0.60 pounds per day when average flow is less than 9,000 gallons per day.
e Monthly average for Total Nitrogen shall not exceed 1.15 pounds/day when average flow is less than 9,000 gallons per day.
Winter: September 1 — April 30
Summer: May 1 — August 31
3 X year: March, July & November
There shall be no discharge of floating solids or visible foam in other than trace amounts.
WQ00227. ersion 2.0 Attaclunent A e 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION ,SITES AND LIMITATIONS
SLASH CREEK, LLC - SLASH CONDOMINIUMS
Permit Number: WQ0022725 Version: 2.0
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Field/
Basin
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Max Hr.
Rate
Yearly
Max
Units
01
Slash Creek, LLC
Dare
35G12'46"
75041'53"
0.04
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
02
Slash Creek, LLC
Dare
35°12'46"
75041'53"
0.04
Duckston fine sand, 0 to 2% slope
01284 -Application Surface Irrigation
0.4
343
inches
03
Slash Creek, LLC
Dare
35012'46"
75041'53"
0.04
Duckston fine sand, 0 to 2% slope
01284 -Application Surface Irrigation
0.4
343
inches
04
Slash Creek, LLC
Dare
35°12'46"
75041'53"
0.03
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
05
Slash Creek, LLC
Dare
35012'46"
75°41'53"
0.05
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
06
Slash Creek, LLC
Dare
35012'46"
75041'53"
0.04
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
07
Slash Creek, LLC
Dare
35° 12'46"
75041'53"
0.05
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
08
Slash Creek, LLC
Dare
35°12'46"
75041'53"
0.04
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
09
Slash Creek, LLC
Dare
35012'46"
75°41'53"
0.05
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
10
Slash Creek, LLC
Dare
35"12'46"
75041'53"
0.05
Duckston fine sand, 0 to 2% slope
01284-Application Surface Irrigation
0.4
343
inches
I 1
Slash Creek, LLC
Dare
35012'46"
75041'53"
0.05
Duckston fine sand, 0 to 2% slope
0 12 84 - Application Surface Irrigation
0.4
343
inches
12
Slash Creek, LLC
Dare
35012'46"
75041'53"
0.05
Duckston fine sand, 0 to 2% slope
01284 -- Application Surface Irrigation
0.4
343
inches
13
Slash Creels, LLC
Dare
35012'46"
75041'53"
0.06
Duckston fine sand, 0 to 2% slope
01284 -Application Surface Irrigation
0A
343
inches
14
Slash Creek, LLC
Dare
35012'46"
75°41'53"
0.04
Duckston fine sand, 0 to 2% slope
01284 - Application Surface Irrigation
0.4
343
inches
15
Slash Creek, LLC
Dare
35012'46"
75°41'53"
0.06
Duckston fine sand, 0 to 2% slope
01284 -- Application Surface Irrigation
0.4
343
inches
16
Slash Creek, LLC
Dare
35012'46"
75°41'53"
0.05
Duckston fine sand, 0 to 2% slope
01284 -Application Surface Irrigation
0.4
343
inches
Total
0.74
WQ0022725 Version 2.0 Attachment B Page 1 of 1

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