WQ0012630_Final Permit_20141030

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 30, 2014
Jeff Harrell
673 South NC 11 Highway
Magnolia, North Carolina 28453-8805
Dear Mr. Harrell:
John E. Skvarla, III
Secretary
Subject: Permit No. WQ0012630
J&J Washpit Truck Wash
Facility
Wastewater Irrigation System
Duplin County
In accordance with your permit renewal request received April 4, 2013, we are forwarding
herewith Permit No. WQ0012630 dated October 22, 2014 to the J&J Washpit truck wash facility for the
continued operation of the subject wastewater treatment and irrigation facilities.
The minor modification to the subject permit is as follows: the WWTF effluent limit is
Attachment A was changed from 1,500 gallons per day to 550,000 gallons per year. In addition changes
to this permit were made to mane it consistent with other permitted truck wash facilities.
Conditions I. 2, 3, and 4 outline the requirements for obtaining approval of four (4) monitoring
wells as specified in Condition IV.10 and a schedule for having them installed and sampled. The
Division recognizes that the facility has operated in compliance with permitting conditions and is a
facility that generally has low nutrient application rates_ However, it is important that the facility and the
Division have a good understanding of the groundwater conditions at the site and have confidence that
groundwater quality is not being impacted at or beyond the compliance boundary- In addition, historical
irrigation data suggests that significant infiltration of wastewater may be occurring in the lagoon, and the
lagoon that is located closer to the property line than would be allowed under current administrative code
setbacks. Obtaining groundwater data at the site can be used to determine the extent of any impact the
infiltration may be having. The permit can be modified as necessary to correctly identify the monitoring
strategy approved by the Wilmington Regional Office per condition I.3. If additional time is necessary
for the installation of the monitoring wells, a written request can be made to the Division. The request
should include both an explanation of why addition time is needed, and a date by which installation can
be completed.
1636 Mail Service Center, Raleigh, North Caruina 27699-1636
Phone: [phone] Internet: http://portalrncdenr.org/webiwo
An Equal Opportunity 4 Affirmative Action Employer -Made in part with recycled paper

Mr. Harrell
October 30, 2014
Page 2 of 2
Installation of groundwater monitoring wells has been required at similar facilities. Examples of
truck wash facilities (and their permit number) with groundwater monitoring requirements are provided
below:
Warsaw Trailer Wash (WQ0023310) Rainbow Trailer Wash (WQ0013921)
Foxfire Trailer Wash (WQ0034987) Tarheel San. Trailer Wash (WQ0011360)
White Oak Trailer Wash (WQOO14091)
Condition 11I.15 requires a gauge to monitor waste levels in the settling basin and the lagoon.
This gauge shall have readily visible permanent markings, at inch or tenth of a foot increments.
Condition 11.11. b.ii requires certain setbacks between the treatment units and property lines. A
footnote has been added to make clear that the treatment unit is closer to the property line than is allowed
by administrative code. Compliance with current administrative code may be required prior to the
expansion or modification of the treatment unit, or in the event that groundwater standards violations are
occurring as a result of operation of the treatment units.
This permit shall be effective from the date of issuance until July 31, 2019, shall void Permit No.
WQ0013921 issued April 18, 2008, and shall be subject to the conditions and limitations as specified
therein. Please read your permit in full, as conditions have changed since the last permit. Please pay
particular attention to the monitoring requirements listed in Attachments A, B & C. Failure to establish an
adequate system for collecting and maintaining the required operational information shall result in future
compliance problems. For your convenience, customized electronic copies of your facility's NDMR,
NDMLR, and NDAR-1 reporting forms are available for download at:
httpa/portal.ncdennor web/wglaps/lau/reporting.
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 Alice M_ Wessner at
[phone] or at alice_wessner@ncdenngov.
Sincerely,
lhomas A. Reeder
cc: Duplin County Health Department
Wilmington Regional Office, Aquifer Protection Section
Beth Buffington, Aquifer Protection Section
Permit File WQ0012630
Notebook File WQ0012630

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERNUT
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
J&J Washpit
Dupiin County
FOR THE
continued operation of a 550,000 gallons per year (1,500 GPD average) spray irrigation treatment and
disposal facility consisting of:
a concrete pad with drain a 202,526 gallon anaerobic lagoon and a 1.68 acre irrigation area to serve J & J
Washpit truck wash facility, with no discharge of wastes to the surface waters, pursuant to the renewal
application received April 4, 2013, by the Division of Water Resources (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 September 30, 2019, shall void Permit No.
WQ0012630 issued September 11, 2008, 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 renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
2. Monitoring wells MW-1, 2, 3, & 4 as required in condition IV.10 shall be installed prior to January],
2016.
3. The Wilmington Regional Office, telephone number [phone], shall approve monitoring wells
prior to installation. Wells shall be placed on either the compliance or review boundary as deemed
appropriate by the Wilmington Regional Office. The regional office shall be notified at least 48 hours
prior to the construction of any monitoring well and such 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. The
monitoring wells shall be constructed such that the water level in the well is never above or below the
screened (open) portion of the well at any time during the year, and in accordance with 15A NCAC
02C .0108. The Wilmington Regional office can provide assistance with the general Iocation and
name for each monitoring well_
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4. Within 60 days of completion of the monitoring wells, the Perm.ittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The Iocation of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (Le., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
b. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division. of Water Resources, Water Quality Permitting
Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
H. PERFORMANCE STANDARDS
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 Permttee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
2. This permit shall not relieve the Permitee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C A 108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
4. Effluent Iimitations shall not exceed those specified in Attachment A. The flow limit shall be based
on a 12-month floating total.
5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L .0107(b). This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
8. The Permttee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
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9. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
10. 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
Bladen 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.
11. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 0214 .0200 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
400
ii. Surface waters:
100
iii. Any well with exception of monitoring wells:
100
iv. Any property line:
150
v. Public right of way:
50
b. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
L Any well with exception of monitoring wells:
ii. Any property line*:
100
50*
*the storage/treatment unit is closer to the property line than that was allowed by administrative
code 02H .0200 that was applicable at the time of permitting. If any changes to the treatment
unit take place (i.e. addition of treatment units/processes not previously permitted) then a
modification of this permit is required as well as compliance with the current administrative
code.
III. OPERATIO_ _N_AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a nor -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
Perfnittee 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_
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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.
6. 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 the J&J Washpit facility shall be irrigated on the sites listed in Attachment B.
8. Soil pH on all land application fields must be maintained in the optimum range for crop production.
9. The attached Waste Utilization Plan (WUP) is hereby incorporated by reference into this permit. Any
modification of the WUP, including changes to the cropping plan, shall require submittal of the
revised WUP to the Fayetteville Regional Office and the Central Office but may not require permit
modification.
10. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
11. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
12. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100_ The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508.
13. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited.
14. Freeboard in the settling basin or lagoon shall not be less than two feet at any time.
15. A gauge to monitor waste levels in the settling basin and the lagoon 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.
16. Only those cleaning agents and soaps that are EPA approved, will not harm the cover crop, and will
not contravene the groundwater standards listed in 15A NCAC 2L may be utilized in the subject
facility. Instruction labels are to be followed when using cleaning agents and soaps.
17. Results from the soils analysis required in Condition IV.10. shall be utilized to determine the
appropriate amount of lime and/or gypsum to be incorporated into the irrigation field to neutralize
potential salts buildup from the cleaning agents and disinfectants. Salts accumulation shall not be
allowed to build to a point that inhibits the soil's ability to absorb the irrigated wastewater.
18. Results of The North Carolina Department of Agriculture, Agronomic Division's Waste Analysis
Report shall be used in the monitoring and the proper management of the cover crops of the permitted
application sites. The analysis shall also be used as an indicator to prevent any damage to the soil's
ability to absorb the subject wastewater or nutrients.
19_ Engine and engine parts shall not be washed or rinsed in the wastewater system. Oil drained from the
engine crankcases, antifreeze, or degreasing solvent wastes shall not be discharged into the
wastewater system.
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20. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
21. Only those cleaning agents and soaps that are EPA approved, will not harm the cover crop, and will
not contravene the groundwater standards listed in 15A NCAC 2L may be utilized in the subject
facility. Instruction Iabels are to be followed when using cleaning agents and soaps.
22. Soil pH on all irrigation fields must be maintained in the optimum range for crop production.
IV. MONITORING AND REPORTING REQUIREMENTS
L 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 laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters. Results for ammonia and nitrate that
are part of the North Carolina Department of Agriculture, Agronomic Division's Waste Analysis may
also be submitted.
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
Perxnittee's water use is metered. This flow may also be determined by using irrigation records.
Daily average flow values shall be calculated by dividing the monthly metered water usage by the
number of days in the month.
4. The Pennittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. 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 Iisted 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;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h_ Maintenance of cover crops.
6. Freeboard (i.e., waste level to the Iowest embankment elevation) in the lagoon 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 made available to the
Division upon request.
Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1, and NDMLR for every site in Attachment B shall be submitted on or before
the last day of the following month. NDMLR data shall include cover crop type and PAN Ioading for
each month as well as cumulative PAN loading for the year. If no activities occurred during the
monitoring month, monitoring reports are still required documenting the absence of the activity. All
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information shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. 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.).
9. 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.
10. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All mapping,.well construction forms well abandonment
forms and monitoring data shall refer to the permit number and the well nomenclature.
11. For initial sampling of monitoring wells, the Permittee shall submit a Compliance Monitoring Form
(GW-59) and a Well Construction Record Form (GW-1) listing this permit number and the
appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW-59)
without copies of the Well Construction Record Forms (GW-1) are deemed incomplete, and may be
returned to the Permittee without being processed.
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12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. 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
13. A representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each
irrigation site listed in Attachment B at a minimum of every three years. 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
14. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
the parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C.
15. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
791-7215, 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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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;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
V1. GENERAL CONDITIONS
I. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application; Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in I5A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCG010000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
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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 .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Perm ittee exemplifies any of the criteria in ISA 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 30t' day of October 2014
NORTH CAROLI � ENVIRONMENTAL MANAGEMENT COMMISSION
.r Tho s A. Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQOO12630
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ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS
J and J Wash Pit
PPI 001— WWTF Effluent
Permit Number: WQ0012630 Version: 4.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
12 Month
Total
Monthly
Average
Monthly
Geometric Mean
Daily
Minimum
Daily
Maximum
Measurement
Frequency
Sample
Type
50050
Flow, in conduit or thru treatment plant z
Gallons
550,000
Monthly
Estimate
00610
Nitrogen, Ammonia Total (as N)
mg/l
3 x Year'
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
Mg/l
3 x Year'
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/l
3 x Year
Grab
00400
pH
S.U.
3 x Year'
Grab
00665
Phosphorus, Total (as P)
Mgt]
3 x Year
Grab
North Carolina Department of
Agriculture, Agronomic Division's
Waste Analysis Report }
Various
3 x Year'
Grab
1. 3 x Year sampling shall be conducted in March, July and November.
2. Flogs shall not exceed 550,000 gallons over any consecutive 12 months.
3. North Carolina Department of Agriculture, Agronomic Division's Waste Analysis Report information can be found at: hn://www.nragr.gov/apronomi/uyrwaste.htm. Only results for
parameters specifically listed in this attachment need be reported on Form NDMR per condition IV.7.
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WQ0012630 Version 4.0 Attachment A Page: 2 of

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS'
J&J Washpit
Permit Number: WQ0012630 Version: 4.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant
Soil Series
Parameter
Application
Rate
Units
01
J&J Washpit
Duplin
34°51'55"
77°52'30"
.42
01284 - Application Surface Irrigation
0.24
inches/hour
WQ09C - Plant Available Nitrogen - Loading
200
lbs/acre
02
J&J Washpit
Duplin
34°51'55"
77°52'30"
.42
01284 - Application Surface Irrigation
0.24
inches/hour
WQ09C - Plant Available Nitrogen — Loading
200
lbs/acre
03
J&J Washpit
Duplin
34°51'55"
77052130"
.42
01284 - Application Surface Irrigation
0.24
inches%hour
WQ09C - Plant Available Nitrogen — Loading
200
lbs/acre
04
J&J Washpit
Duplin
34°51'55"
77°52'30"
.42
01284 - Application Surface Irrigation
0.24
inches/hour
WQ09C - Plant Available Nitrogen — Loading
200
lbs/acre
Totals
1.68
WQ0012630 Version 4.0 Attachment B Page 1 of 2

This Page Bunk
WQ0012630 Version 4.0 Attachment B Page 2 of

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
MW-1, MW-2, MW-3, and MW- 4
Permit Number: WQ0012630 Version: 4.0
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
pH - 00400
6.5 — 8.5
su
3 X year
Grab
1,2
Nitrogen, Ammonia Total (as N) - 00610
mg/l
3 X year
Grab
1
Nitrogen. Nitrate Total (as N) - 00620
10
mg/l
3 X year
Grab
l
Phosphorus. Total (as P) - 00665
mg/l
3 X year
Grab
1
Carbon, Tot Organic (TOC) - 00680
µg/I
3 X year
Grab
1,6
Chloride (as Cl) - 00940
250
mg/1
3 X year
Grab
1
Coliform, Fecal MF, M-FC Broth, 44.5C - 31616
#/loom]
3 X year
Grab
1
Solids, Total Dissolved -180 Deg.0 - 70300
500
mg/1
3 X year
Grab
1
Water Level, distance from measuring point - 82546
feet
3 X year
Calculated
1,2,3
Volatile Compounds GC/MS - 78732
µg/I
Once per permit cycle
Grab
1,4,5,7
1. 3 x Year monitoring shall be conducted in March, July & November: annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0,5 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Fayetteville Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mgll, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. VOC sampling frequency has been reduced from the typical 3 x year sampling frequency for similar facilities to reflect the low likelihood of VOC's in the wastewater.
WQ0012630 Version 4.0
Attachment C
Page 1 of 2

WQ0012630 Version 4.0 Attachment C Page 2 of 2

Attachment D — Waste Utilization flan

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
H & H Truckwash
Jeff Harrell
2004 Hallsville .Road
Beulaville, NC, NC 28518
910-296-0561
10-30-2003
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-
Dev per Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
X (we) understand and agree to the specifications and the Operation and maintenance
procedures established in this nutrient management plan which includes an annual
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
,Signature (owner) Date
Signature (manager or producer) Dare
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: J' i 3� 6
� Cchnical Specialist Signature Date
149819 Database Version 3.1 Date Printed. 10-34-2003 Cover Page I

Nutrients applied in accordance with this plan will he supplied firom the
following source(s):
Commercial Fertilizer is not included in this plan.
U3
Truckwash waste generated 279,815 gals/year by a 1,465 animal Swine
Nursery Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
302
Incorporated
518
lnjaated
571
Irrigated
328
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year I
336.00
286,574
-6,759
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of MRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled "Soil Facts: Use of On -Farm Recurds far Modifying a Certified Animal Waste Management Plan" for
guidance on using on -farm records to develop a User Defined Source.
Note: In source ID. S means standard source, U means user defined source.
149819 Database Version 3.1 Date Printed: 10-30-2603 Source Page I of 1

Narrative
This plan is based on an average of 12 of Nitrogen per 1000 gallons. This was the average of 12 samples
taken since the inception of the farm
149819 Database Version 3.1 Date Printed: 1 a-30-200.3 Narrative Page 1 of 1

H
W
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Punned Crops Summary
Tract
Field
Total
Acres
Useabl
a
Leaching
index (LI)
Sail Series
Crop Setluence
RYE
4818 1
ZIZ2
0
0.84
N/A
Faastam
FscacRay
Fe=e Hay
4.0Tom
4918__L
Z3Z4
1 0.941
0.841
MIA
lFareston
1 4.0 Tons
PLAN TOTALS: 1.68 1.68
Li
Poundal LE22L
Technical Guidance
ow potentiai to contribute to soluble
None
< 2
nutrient leaching below the root
>= 2MWerate
potential to ccntr-bate to
Nutrient Management (590) should be planned.
<— 10
soluble nutrient leaching below the
mot zone.
gh potential to contribute to
utrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use
> 10
root zone:
efficiency should be considered. Examples are Cover Crops (340) to scavenge
nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field
practices such as Filter Strips (393) and Riparian Forest Buffers (39I).
140919 Database Version 3.1 Date Pried 10/30/03

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate ofthe number ofacres of
cropland needed to use the nutrients being produced. The plan requires consideration ofthe realistic yields ofthe crops to be grown, their nutrient requirements
and proper timing ofapplicaticm to maximize nutrient uptake.
This table provides an estimate ofthe amount of nitrogen required by the crop being grown and an estimate ofthe nitrogen amotalt being supplied by manure
or other by-products, commercial fertilizerand residual from previous crops. An estimate ofthe quantity ofsolid and liquid waste that will be applied on each
field in order to supply the indicated quantity of nitrogen from each source is also included. A balance ofthe total manure produced and the total manure applie
is included in the table to ensure that the plan adequately provides for the utilization ofthe manure generated by the operation.
wam
Unitzanaa lame
Year i
Tsect
Field
sawre
Ili
Sol Said
Total
Acres
Ll r
Acros
Crop
RYE
AFp�c-
Pwiod
i2agen
PA
utrxn'
Rcgi1
(IbsA)
Cenim
Fern
Natricot
Applied
(IbVA)
Res
bs'A)
Apple.
Method
6leaum
PA
Nvtrienl
Appbcd
(IVA)
Liquid
M3na2
Applied
(rem)
Solid
Manua
Applied
(arm)
Liquid
Moaun:
Applied
(Field)
Solid
Manum
Applied
(Field)
N
N
N
N
r000
gellA
Tone
ID00 Bois
tam
4918
Z122
U3
otssian
0.94
0.84
Fe a Hay
4.0 Tom
8l1-7131
1200
0
0
Itn&
2
170.5
0.00
143.29
0.00
4918
Z3Z4
U3
Fartstom
0.94
0.84
FmuoHay
4.0Torn
Ul-7/3I
-20O
0
0
Isrig,
2
170.58
u.au
143.29
0.00
Total Applied, 1000 p ilam
286.5
"rare! Produced, 1000 pUom
M.92j
-
-
aalawcx 1000 Atom
-4.7
1 ...
Total App€ied, tans
0.06
Taian Prodaccd tom
0.00
Bala='tom
O.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol • means user entered data.
IC Database Version 3.1 Date Printed: 1013C WET PngeeI of t

r
r
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. if applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(nches/hour)
Application Amount
(inches)
4818
Z1Z2
Foreston
0.50
1.0
4818
Z3Z4
jFweston
0.50
1.0
149919 DRtnImse Veminn I.1 Dote Printed 10/30/03 TAF Psge 1 of T

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Avaffable storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. if the available storage capacity is graeaterthan the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Sourm Name
Trudcwash
Design StoragE Capacity
1
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
169
1
2
177
1
3
180
1
4
180
1
5
168
1
6
157
1
7
145
1
8
170
1
9
180
1
10
180
i
I 11
169
1
12
157
* Available Storage Capacity is calculated as of the end of each month.
149819 Database Version 3.1 Date Printed: 10-30-2003 Capacity Page 1 of i

Rea fired Specifications For Animal Waste Management
1. Animal waste shaID not resch surface waters of the state by runoff, drift,
manmade cornveyzaces, direct mppfication, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohih tied.
2. There must be documentation in the design folder that the producer
either owns or has as agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing; him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of amirmals, method of appineattiou,
receiving crop type, or available Dann&
3. Animal waste shall be applied to meet„ but not exceed, tLe nitrogen needs
for r°ealisde crop yieQds used upon soil type, available maoistnre,
h3istorlcaQ data, chmade conditions, and level of management, uniess
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal vvaste shall be applied to land eroding less than 5 toms per acne
per year. Waste may be applied to land eroding at more than 5 tons pen°
acre per year but less than I® tones per acre per year provided grass Olter-
strips are installed where runoff leaves the ileld (see USDA, NRCS Field
O ce Technical Guide Stamdarrd 393 -meter Strips).
5. Odors came he rreducced by injecOng the waste or by diking zfter waste
aappQicm iorm. Waste should not be appUed when there is danger of drift
from the larmd appEcation field.
6. When amimal waste is to be applied on acres subject to flooding, waste
will he soul irncorrporated on conveimdomally tilled cropland. When waste is
applied to comservatioan ailed crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to floods (see "Weather- and Climate in North Carolina" for
guidance).
149819 Database Version 3.1 Date Printed: 10/30/03 Svecification Page 1

M
7. Uquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8.. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fail or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
loading rates -on these soils should be held to a minimum and a. suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
149819 Database Vemion 3.1 Date Printed: 10/30/03 Specification Page 2

15. Animal waste shall not he discharged into surface waters, drainaageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, tondets,
sinks, etc., shall not be discharged into the animal waste mamagememt
system.
17. A, protective cover of appropriate vegetation will be established on. all
disturbed amens ftgoon embankments, herms, pipe rans, etc.). Areas
shall be fenced, as mecessarry, to protect the vegetation. Vegetation such
as trees, shrubs, aimd other woedy species, etc., are flimited to areas where
considered appiroprkte. Lagoon areas should be Dept mowed and
accemilale. Benue and structures should he inspected regu2irlyv for
evidence air eiresion, leakage, or discharge.
18. 1ff animal prod ucfioin at the facility is to k suspended or terminated, the
owuaer is respons%le for obtaining and irmnplenter{nthng a "clusunre pRaim"
which will eliminate the possibility of an Megal discharge, pollu iom, and
eir osnon.
19. Waste harmdfing structures, piping, pumps, reels, etc., should be
inspected omm a reguflar basis to prevent breakdowns, leaf, and spills. A
regular maintenarimce checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetabRes and
other crops for direct human consumption. However, if animal waste is
used on crops for direct hunmaan consumption, it should only be applled
pre -plant with no further applications of animal waste during the crop
season.
149919 Database Version 3.1 bate Printer: 10/30/03 Svmification Page 3

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 64 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach. excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
149819 Database Version 3.1 Date Printed: 10/30/03 SpmiSration Page 4

Crop Notes
The following crop note applies to field(s): Z 1 Z2, Z3Z4
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 War— seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use ladino
clover for mixtures on these soils_ Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 lblac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
puro-stand fescue for hay production; reduce N rates by 25% to 500/o for grazing. Apply N Feb. 1 to Mar.
20 and Aug. 20 to Sept 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or consult
your regional agronomist or extension agent for assistance.
149819 Database ` mion 3_ ] Date Printed: 1C►-30-2003 Crop Note Page 1 of t

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER SYSTEM
FIELD DATA WORKSHEET *
1.
Sprinkler make and model number �yxA a A!aetr - `� oZ�J —
z.
Sprinkler nozzle size. 02 V _
[inch]
3.
Lateral spacing [feet] by sprinkler spacing along lateral
70 [feet]
4.
Operating pressure at the sprinkler NLA
[psi]
S.
Sprinkler wetted diameter %/5- J[feet]. M SME"'measured or
determined from chart.
6.
Number of sprinklers operating at one time 3
7.
Total number of sprinklers or sprinkler locations in the system
Exterior sprinklers: full circle
part circle
Interior sprinklers:
full circle
Sprinkler locations permanently marked: ✓ yes
no
8.
Supply line Permanent pipe
Portable pipe
'"9.
Lateral line size [inch[. If there is more than one
size, indicate the size and
approximate length of each. Can be done on the map.
l
1 —10.
Lateral line length
[feet]. (Longest lateral)
"1 l
Supply line size [inch]. if there is more than one size, indicate the size and
approximate length of each. Can be done on the map.
—12.
Supply line length ]feet].
Maximum pumping distance.
**13.
Pump make and model number
•*14.
Pump capacity
[gprn]
"15.
Engine make and model number _ _
. or
••16.
Electric motor horsepower and rpm [hp]
[rpm]
Note: it is strongly recommended that you field measure the sprinkler wetted diameter. You should do this on the
longest lateral about half -way down the lateral.
Locate each sprinkler or sprinkler location on the map. Indicate whether it is full circle or part circle. Show the
location of the supply line. Irrigated acres are determined by lateral line, by zone, or by field.
'* Optional data, furnish where possible
...
Information furnished by
andlor
Signature of owner or facility representative Signature of technical specialist
N Printed name of owner or facility representative Printed name of technical specialist
Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
8

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) V teld number (identification)
2. Irrigation system designation ✓ Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers # Interior sprinklers # Exterior sprinklers
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing 7o Sprinkler spacing along lateral [feet]
(o/ y Sprinkler spacing as a percentage of werted diameter
6. Sprinkler pattern Multiple laterals '� Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattem, spacing, and sprinkler location.
Acres per interior sprinkler from Table Column _
.Acres per exterior sprinkler from Table . Column
S. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field_
eme
"=L-7 (a) Aries per interior sprinkler X # Sprinklers =ago Acres
0- *`W (b) Acres per exterior sprinkler X -3 # Sprinklers — �' 7a Acres
D. 40Total wettable acres for field (Sum: Sa + Sb) Z0AjV
Wettable Arre Computational Worksheet completed by:
Signature of technical specialist
Date:
u
M
9

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
fit
L Farm number (identification) Field number (identification)
2. Irrigation system designation �� Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers # Interior sprinklers # Exterior sprinklers
4, Wetted diameter [feet] from Field Data Worksheet
S. Spacing 70 Sprinkler spacing along lateral (feet)
7 %0
Sprinkler spacing as a percentage of wetted diameter
b. Sprinkler pattern Multiple laterals ✓ Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from
e-*14 V Acres per exterior sprinkler from
Table Column
Table Column e.
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X # Sprinklers - Acres
e, AIV (b) Acres per exterior sprinkler X 3 # Sprinklers Acres
G `tTotal wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: Date:
Signature of technical specialist
r6

l
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
Nf,,A/
1. Farm number (identification) Field number (identification) ZGAleg 3
2. Irrigation system designation
3. Number of stationary sprinklers
4. Wetted diameter
5. Spacing 70
6. Sprinkler pattern
Existing irrigation system
New/expanded irrigation system
# Interior sprinklers 3 # Exterior sprinklers
[feet] from Field Data Worksheet
Sprinkler spacing along lateral [feet]
Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, sparing, and sprinkler location_
Acres per interior sprinkler from Table Column
Acres per exterior sprinkler from Table 3 Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field
(a) Acres per interior sprinkler X # Sprinklers = Acres
@) Acres per exterior sprinkler X -3 # Sprinkler = �+ `fOZ Acres
104X Total wettable acres for field (Snm: 8a + 8b)
Wettable Acre Computational Worksheet completed by:
Signature of technical specialist
Date:
U

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
e� ZOWE C/
1. Farm number (identification} Field number (identification)
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers # Interior sprinklers 3 # Exterior sprinklers
4_ Wetted diameter AI, [feet] from Field Data Worksheet
S. Spacing 70 Sprinkler spacing along lateral [feet]
D
�! Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals ��_ Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from
Q, 0r VAcres per exterior sprinkler from
Table Column
Table 3 Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X # Sprinklers — ,, // Acres
�4/ 0(b) Acres per exterior sprinkler X # Sprinklers = e• `f Acres
L /P Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by_
Signature of technical specialist
Date:
M

JFFF HARRELL, TRUCK
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ZONE 4 (0.42 AC.)
ZONE 1 (0.42 AC.)
1 `4
ZONE 2 (0.42 AC.)
ZONE 3 (0.42 AC.)
GRAPHIC SCAM
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STATIONARY SPRINKER CALIBRATION
DATE: 9/15/2006
TIME: 2:00 PM
WEATHER CONDITIONS: CLEAR
FARM INFO.
FACILITY # I IRR. SYS. #: rRUCKIVASH
OWNER:
JEFF HARRELL
ADDRESS:
2004 HALLSVILLE RD.
CITY:
BEULAVILLE
STATE:
NC
ZIP:
28518
PHONE:
[phone]
*PIPE INFO.
MAKE: N/A
MODEL: NIA
HOSE TYPE: PVC
HOSE LENGTH: NIA
HOSE INSIDE DIA,: 1.6"
HOSE OUTSIDE DIA.: 1.9"
HOSE WALL THICKNESS.: .15"
GUN INFO.
MAKE: SENNINGER
MODEL- 7025-1-1"M
NOZZLE TYPE: NIA
MANUFACTURED NOZZLE SIZE: #24
PUMP INFO.
MAKE:
MODEL:
TEST INF
2
3
4
5
FLOW METER SN
18197
DYNASONICS ULTRASONIC FLOW METER
1091 W
NOTES. *LOCATION OF CALIBRATION
NOTES: Operates 3 sprinklers per event each
sprinkler is 25 gpm for a total of 75 gpm.
MEASURED NOZZLE SIZE:
NOTES: ELECTRIC PUMP
NIA NIA NIA psi 25 gpm I12'
CALIBRATOR SIGNATURE WNER SI N fTURE

STATIONARY SPRINKER CALIBRATION
DATE: 10123/2003 FLOW METER SN: 18197
TIME: 12*00 PM DYNASONICS ULTRASONIC FLOW METER
WEATHER CONDITIONS: CLEAR
FARM INFO.
FACILITY # / IRR. SYS. #: TRVCKWAw
OWNER:
TEFF HAi•2RELL
ADDRESS:
2004 HALLSYIILE RD.
CITY:
BEU AVID
STATE:
NC
ZIP:
28518
PHONE:
(910) 296-V561
"PIPE INF .
MAKE: N/A
MODEL: NIA
HOSE TYPE: Pvc
HOSE LENGTH: NIA
HOSE INSIDE DIA: 1.5"
HOSE OUTSIDE DIA: 1.9"
HOSE WALL THICKNESS.: .15"
GUN INFO.
MAKE: SENNI GER
MODEL: '707s-1-1" M
NOZZLE TYPE_ N/A
MANUFACTURED NOZZLE SIZE: #24
PUMP INFO.
MAKE:
MODEL -
NOTES:
NOTES: *LOCATION OF CAL UBRATION
NOTES: Operates 3 sprinklers per event each,
sprinkler is 25 gpm for a total of 75 gpm.
MEASURED NOZZLE SIZE:
NOTES: Ex.l arwc PUMP
TEST INFO.
NIA NIA
CALIBRATOR SIGNATURE
N/A psi 25 gpm 115,
(/ ),�r V�_Lt2xCz1e_`
WNER SIGNATURE

STATIONARY SPRINKER CALIBRATION
DATE. 10/23/2003
TIME: 12:00 PM
WEATHER CONDITIONS: CLEAR
FARM INFO.
FACILITY # J IRR. SYS. #: TRUCKWAshf
OWNER:
JEFF HARRELL
ADDRESS:
2004 HALLSVILLE RD.
CITY:
BEUL AVILLE
STATE:
NC
ZIP:
28519
PHONE:
(910) 296- S61
'PIPE INFO.
MAKE: NIA
MODEL: NIA
HOSE TYPE: PVC
HOSE LENGTH: NIA
HOSE INSIDE DIA.: 1.6"
HOSE OUTSIDE DIA.: 1.9"
HOSE WALL THICKNESS.: .15"
GUN INFO.
MAKE: SENNINGER
MODEL: 7025-1-1"M
NOZZLE TYPE- NIA
MANUFACTURED NOZZLE SIZE: 924
PUMP INFO.
MAKE:
MODEL.:
TEST INFO.
t a;
FLOW METER SN: 18197
DYNASONICS ULTRASONIC FLOW METER
NOTES:
NOTES: PLACATION OF CALIBRATION
NOTES: Operates 3 sprinklers per event each
sprinkler is 25 gpm for at total of 75 gpm.
MEASURED NOZZLE SIZE:
NOTES: ELECTRIC PUMP
25 gom 115'
CALIMATOR SIGNATURE A OWNER SIGNATURE