WQ0020016_Final Permit_20010921

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
September 21, 2001
JOHN ELLIS III, TOWN MANAGER
TOWN OF FUQUAY-VARINA
401 HONEYCUTT ROAD
FUQUAY-VARINA, NC 27526
�11 ;IVA
+ i �
NCDENR
NORTH CAROLINA DEF?ARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0020016
Town of Fuquay-Varina
Land Application of Wastewater Residuals
Wake County
Dear Mr. Ellis:
In accordance with your application, received on June 6, 2001, and subsequent responses to additional
information requests, received between July 24, 2001 and August 21, 2001; we are forwarding herewith Permit No.
WQ0020016, dated September 21, 2001, to Town of Fuquay-Varina for the operation and maintenance of a
program to include the land application of 301.00 dry tons wastewater residuals to 408.45 acres in Harnett County.
This permit shall be effective from the date of issuance until August 31, 2006; and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring and reporting
requirements contained in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
Please take time to review this permit thoroughly. Of special interest are the following items:
• Condition I. 1. Regarding notification of the proper governing authorities within 24 hours of initial
land application to the sites listed in Condition VI.4.
• Condition 1. 5.. Regarding responsible Permittee actions should nuisance conditions arise, due to
unsatisfactory program, operation.
• Condition I.6., Regarding applicable buffer zones.
• Condition I. 7., Regarding having a complete copy of the permit on -site, during land application
events.
• Condition I. 8.. Regarding clearly identifying residual application area boundaries, prior to and during
land application events.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledA 0% post -consumer paper

• Condition II.2., Regarding Plant Available Nitrogen (PAN) contribution from manure sources.
• Condition II 5., Regarding PAN loading rates for listed crops.
• Condition II. 6. Please note that ONLY the listed residuals volume from the Kenneth Branch and
Terrible Creek WWTP facilities are permitted under this document.
• Condition II. 8., Regarding the applicable pollutant "Ceiling Concentrations" which shall not be
exceeded for Iand applied residuals
• Condition H. 9.,, Regarding the required employment of an ORC for the land application program
• Condition I1I.2., Regarding minimal record keeping requirements
• Condition III. 4., Regarding annual monitoring requirement for residual analyses.
• Condition IH. 6., Regarding annual monitoring of pathogen and vector attraction reduction compliance
requirements.
• Condition III. 7., Regarding timely submission of all monitoring and compliance data, to the Division.
► Condition III. 9. Regarding timely submittal of a written, non-compliance notification to the Division,
within five days of first knowledge of occurrence.
• Condition VI. 2_ Regarding the effectiveness and applicability of this permit. Should the volume or
nature of the residuals change from the description noted in this permit, you must inform. the Division,
and submit a modification, prior to an increase in volume or change in the residuals applied.
• Condition VI.4., Regarding the land application sites approved by the Division.
• Condition VI.S., Regarding detailed buffer requirements for specific land application sites.
• Condition VI. 9.5 Regarding the timely submission of your renewal application, six months prior to the
expiration date.
• Condition VI. 11., Regarding Division policy on land owner agreements.
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 North Carolina General Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Theresa Nartea at [phone]
extension 375.
Sincerely,
Gregory J. Thorpe, Ph.D.
2

cc: Wake County Health Department
Fayetteville Regional Office, Water Quality Section (land application sites in Harnett County)
Fayetteville Regional Office, Groundwater Section
Raleigh Regional Office, Water Quality Section (facility location in Wake County)
Raleigh Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
EMA Resources, Inc. -Alan Brown, 618 Ijames Church Road, Mocksville, NC 27028
NDPU File

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
RESIDUALS LAND APPLICATION 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
Town of Fuquay-Varina
Wake County
FOR THE
operation and maintenance of a program consisting of the land application of up to 301.00 dry tons per year of
aerobically -digested wastewater residuals, from the sources listed in Condition 11. 6.; to approximately 408.45 acres
of land in Harnett County, with no discharge of wastes to the surface waters, pursuant to the application, received
on June 6, 2001, and subsequent responses to additional information requests, received between July 24, 2001 and
August 21, 2001; 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 August 31, 2006; and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The Division of Water Quality's (Division) Fayetteville Regional Office, telephone number (910) 486-
1541, and the appropriate local governmental official (i.e., county manager/city manager) shall be
notified at least 24 hours prior to the initial application of the residuals to any Iand application site so
that an inspection can be made of the site and application method. Such notification to the Water
Quality Supervisor shall be made during normal office hours from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. In addition, the Harnett County Manager's office
shall must be notified prior to the initial application of residuals, so that they will be aware that the
operation has commenced.
This permit shall become voidable if the soils fail to adequately assimilate the wastes and may be
rescinded unless the land application sites are maintained and operated in a manner which will protect
the assigned water quality standards of the surface waters and groundwater.
The residuals land application program shall be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastes resulting from the operation of this program.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
waters or groundwater resulting from the operation of this residuals land application program.

5. In the event that the residuals land application program is not operated satisfactorily, including the
creation of nuisance conditions, the Permittee shall contact the Water Quality Section of the Raleigh
Regional Office [phone], and the Fayetteville Re -Iona] Office [phone]. The Permittee
shall immediately cease applying residuals to the given site, and take any immediate corrective actions
as may be required by the Division.
6. The following buffer zones shall be maintained when applying residuals to any land application site:
a. 400 feet from residences or places of public assembly under separate ownership for surface
application method; however, the buffer zone requirement may be reduced to a minimum of 100
feet upon written consent of the owner and approval from the appropriate regional office;
b. 200 feet from residences or places of public assembly under separate ownership for subsurface
residual injection method; however, the buffer zone requirement may be reduced to a minimum of
100 feet upon written consent of the owner and the appropriate regional office;
c. 100 feet from any public or private water supply source, waters classified as SA or SB, and any
Class I or Class II impounded reservoir used as a source of drinking water for both methods;
d. 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters
and any other lake or impoundment for surface application;
e. 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters
and any other lake or impoundment for subsurface application;
f. 50 feet from property lines for both surface and subsurface application methods;
g. 50 feet from public right of ways for both application methods;
h. 10 feet from upslope interceptor drains and surface water diversions for both application methods;
and
i. 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage systems
and surface drainage ditches for both application methods.
A copy of this permit shall be maintained at the land application site when residuals are being applied
during the life of this permit. A spill prevention and control plan shall be maintained in all residuals
transport and application vehicles.
Specific residual application area boundaries shall be clearly marked on each land application site prior
to and during application.
9. No residuals at any time shall be stored at any land application site, unless approval has been requested
and obtained from the Division_
10. Maximum slope for land application of residuals shall be 10 percent for surface application methods,
and 18 percent for subsurface application methods.
11. When wastewater residuals are applied, the Class A pathogen requirements and site restrictions in 40
CFR Part 503.32(a) or the Class B pathogen requirements and site restrictions in 40 CFR Part
CP
503.32(b), and one of vector attraction reduction requirements in 40 CFR Part 503.33 shall be met.
Additionally, an evaluation must be performed which demonstrates the residuals ability to comply with
this requirement. Upon request, a copy of this evaluation shall be submitted, including all test results
and calculations.

IL OPERATION AND MAINTENANCE REQUIREMENTS
The facilities and land application sites shall be properly maintained and operated at all times.
2. Prior to applying residuals to any land application site that has previously received or is intended to
receive animal waste (e.g., poultry litter, hog lagoon effluent, etc.) in the future, the Permittee shall
obtain information pertaining to the volume and analysis of the applied waste form the landowner and
/or lessee/operator of the site. The Permittee shall be responsible for verifying the volume of residuals
that may be land applied to the site such that the plant available nitrogen (PAN) loading rate for the
specified crop (i.e., see Condition H. 5.) is not exceeded by all sources of PAN applied. Should the
maximum PAN loading rate be met, then no additional residuals shall be applied to the site for the
remainder of the cropping season.
3. A suitable vegetative cover, as listed in Condition II. 5., shall be maintained in accordance with the
crop management plan outlined by the local Extension Office, the Department of Agriculture, the
Natural Resource Conservation Service, or other agronomist, and approved by this Division.
4. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than 6.0, on all
land application sites to ensure _optimum yield for the crop(s) specified in Condition IT. 5. The
agronomist shall provide information on the pH best suited for the specified crop and the soil type.
5. The application rates of residuals shall be such that the following plant available nitrogen (PAN)
loadings shall not be exceeded for the specified crops:
Crop PAN (pounds N/acrelyear) CrocePANSpounds N/acre/vear)
Alfalfa
200
Forest (Hardwood & Softwood)
75
Bermuda Grass (Hay, Pasture)
220
Milo
100
Blue Grass
120
Small Grain (Wheat, Barley, Oats)
100
Corn (Grain)
160
Sorghum, Sudex (Pasture)
180
Corn (Silage)
240
Sorghum, Sudex (Silage)
220
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, & Rye Grass
200
If the approved land application sites are to be double cropped (i.e., a crop in the spring and a second
crop in the fall, with BOTH crops to receive wastewater residuals), then the second crop shall receive
an application of nutrients at a rate of no greater than 50 pounds of N/acre/year. This practice will be
allowed as long as the second crop is to be harvested. If the second crop is to be planted for erosion
control only, and is to be tilled into the soil, then no wastewater residuals shall be applied to these
fields because the nitrogen will essentially be returned to the soil.
6. No residuals other than the following are hereby approved for land application in accordance with this
permit:
Permit Volume
Source County Number (dry tons/year
Kenneth Branch Waste Water Treatment Plant Wake NCO028118 200.00
Terrible Creek Waste Water Treatment PIant Wake NCO066516 101.00
TOTAL RESIDUALS PRODUCTION: 301-00

The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Kilograms Pounds
Parameters per Hectare per Acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
.----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
The pollutant concentrations in the residuals which will be applied to the land shall not exceed the
following Ceiling Concentrations (Dry Weight Basis):
Parameters mg/kg
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
Upon classification of the residuals land application program by the Water Pollution Control System
Operators Certification Commission (WPCSOCC), the Permittee shall employ a certified land
application/residuals operator to be in responsible charge (ORC) of the Iand application program. The
operator shall hold a certificate of the type classification assigned to the land application program by
the WPCSOCC. The Permittee shall also employ a certified back-up operator of the appropriate type
to comply with the conditions of 15A NCAC 8G .0202.
10. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
11. Surface applied residuals will be plowed or disced within 24 hours after application on lands with no
cover crop established. An acceptable cover crop shall be established within 30 days of the land
application event.
12. For areas that are prone to flooding or within the 100-year flood elevation, residuals may be applied
only during periods of dry weather. The residuals shall be incorporated into the soil within 24 hours
after application.
13. Appropriate measures must be taken to control public access to the Iand application sites during active
site use and for the 12-month period following the last residual application event. Such controls may
include the posting of signs indicating the activities being conducted at each site.
14. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
pollutants from the residuals application area onto the adjacent property or into any surface waters.
4

15. Residuals shall not be applied in inclement weather or until 24 hours following a rainfall event of 1/2-
inch or greater in 24 hours. Any emergency residuals disposal measures must first be approved by the
Division.
16. Residuals shall not be applied to any land application site that is flooded, frozen or snow-covered.
17. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by the Division.
18. Animals shall not be grazed on an application site for 30 days after residuals application. Application
sites that are to be used for grazing shall have fencing that will be used to prevent access after each
application.
19. Food crops, feed crops and fiber crops that do not come in contact with the residuals shall not be
harvested for 30 days after residuals application.
20, Food crops with harvested parts that touch the residual/soil mixture and are totally above the land
surface (i.e., tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14 months after
residuals application.
21. Food crops with harvested parts below the surface of the land (root crops such as potatoes, carrots,
radishes, etc.) shall not be harvested for 20 months after application of residuals when the residuals
remain on the land surface for four months or longer prior to incorporation into the soil.
22. Food crops with harvested parts below the surface of the land shall not be harvested for 38 months
after application of residuals when the residuals remain on the land surface for less than four months
prior to incorporation into the soil.
23, Turf shall not be harvested for one year after residuals application.
II>C. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue analyses) deemed
necessary by the Division to insure protection of the environment will be established and an acceptable
sampling and reporting schedule shall be followed.
2. Proper records shall be maintained by the Permittee tracking all application activities. These records
shall include, but are not necessarily limited to the following information:
a. source of residuals
b. date of residual application
c. location of residual application (site, field, or zone number)
d. method of application
e. weather conditions (sunny, cloudy, raining, etc.)
f. soil conditions
g. type of crop or crops to be grown on field
h. volume of residuals applied in gallons/acre, dry tons/acre or kilograms/hectare
i. annual and cumulative totals of dry tons/acre of residuals, annual and cumulative pounds/acre of
each heavy metal (which shall include, but not be limited to arsenic, cadmium, copper, lead,
mercury, nickel, selenium and zinc), annual pounds/acre of plant available nitrogen (PAN), and
annual pounds/acre of phosphorus applied to each field.

3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each site
receiving residuals in the respective calendar year and the results maintained on file by the Permittee
for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity Magnesium Phosphorus
Calcium Manganese Potassium
Cation Exchange Capacity Percent Humic Matter Sodium
Copper pH Zinc
Base Saturation (by calculation)
4. A residuals analysis shall be conducted ANNUALLY from the date of permit issuance by the Permittee
and the results shall be maintained on file by the Permittee for a minimum of five years. If land
application occurs at a frequency less than ANNUALLY, a residuals analysis shall be required for each
instance of land application. The residuals analysis shall include, but shall not be necessarily limited to
the following parameters:
Arsenic
Cadmium
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Zinc
Aluminum
Ammonia -Nitrogen
Nitrate -Nitrite Nitrogen
Total Solids Percentage (%)
pH
Phosphorus
Calcium
Magnesium
Sodium
Potassium
TKN
Plant Available Nitrogen (by
calculation)
5. A Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted separately, on each
residuals source, by the Permittee annually. The TCLP analysis shall include the following parameters
(note the regulatory level in mg/L in parentheses):
Arsenic (5.0)
Cadmium (1.0)
Chlorobenzene (100.0)
o-Cresol (200.0)
Cresol (200.0)
1,2-Dichloroethane (0.5)
Endrin (0.02)
Hexachlorobenzene (0.13)
Lead (5.0)
Methoxychlor (10.0)
Pentachlorophenol (100.0)
Silver (5.0)
Trichlaroethylene (0.5)
2,4,5-TP (Silvex) (1.0)
Barium (100.0)
Benzene (0.5)
Carbon tetrachloride (0.5)
Chlordane (0.03)
Chloroform (6.0)
Chromium (5.0)
m-Cresol (200.0)
p-Cresol (200.0)
2,4-D (10.0)
1,4-Dichlorobenzene (7.5)
1,1-Dichloroethylene (0.7)
2,4-Dinitrotoluene (0.13)
Heptachlor (and its hydroxide) (0.005)
Hexachloro-1,3-butadiene (0.5)
Hexachloroethane (3.0)
Lindane (0.4)
Methyl ethyl ketone (200.0)
Pyridine (5.0)
Tetrachloroethyiene (0.7)
2,4,5-Trichlorophenol (400.0)
Vinyl chloride (0.2)
Mercury (0.2)
Nitrobenzene (2.0)
Selenium (1.0)
Toxaphene (0.5)
2,4,6-Trichlorophenol (2.0)
After the residuals have been monitored annually for two years, the Permittee may submit a request to
the Division for a permit modification to reduce the frequency of the TCLP analysis. In no case,
however, shall the frequency of TCLP monitoring be less than once per permit cycle when residuals are
land applied.
M

6. All residuals included in this permit shall be monitored ANNUALLY, from the date of permit
issuance, for compliance with Condition I. 11. of this permit. Data to verify stabilization and vector
attraction reduction of the residuals must be maintained by the Permittee. The required data is specific
to the stabilization process utilized, but should be sufficient to clearly demonstrate compliance the
Class A pathogen requirements in 40 CFR Part 503.32(a) or with the Class B pathogen requirements
and site restrictions in 40 CFR Part 503.32(b), and one of vector attraction reduction requirements in
40 CFR Part 503.33. In addition, the EPA certification statements concerning compliance with
pathogen requirements, vector attraction reduction requirements and management practices must be
completed ANNUALLY by the proper authority or authorities if more than one is involved, either the
person who prepares the residuals, the person who derives the material, or the person who applies the
residuals.
7. Three copies of all required monitoring and reporting requirements as specified in Conditions III. 1.,
III. 2., III. 3., II1. 4., 11I. 5., and III. 6., shall be submitted annually, on or before March I", of the year
following the land application event, to the address below:
NC Division of Water Quality
Water Quality Section
Non -Discharge ComplianceBnforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
S. Noncompliance Notification:
The Permittee shall report by telephone to the Water Quality Section of the Division's Fayetteville
Regional Office, telephone number [phone], and the Water Quality Section of the Raleigh
Regional Office [phone], 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 with the land application program which results in the land application of
significant amounts of wastes which are abnormal in quantity or characteristic.
b. Any failure of the land application program resulting in a release of material to receiving waters.
Any time that self -monitoring information indicates that the facility has gone out of compliance
with the conditions and limitations of this permit or the parameters on which the system was
designed.
d. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate residual treatment.
e. Any spillage or discharge from a vehicle or piping system transporting residuals to the application
site.
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 must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.

IV. GROUNDWATER_ REQUIREMENTS
1. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary for the disposal system
individually permitted after December 31, 1983, and is established at either (1) 250 feet from the waste
disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal
area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is
subject to immediate remediation action according to 15A NCAC 2L .0106 (d)(1). In addition, penalty
provisions applicable under North Carolina General Statute 143-215.6A(a)(1) are also applicable.
The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards at
the Review Boundary shall require action, in accordance with 15A NCAC 2L.0106 (c)(1).
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
3. No land application of waste activities shall be undertaken when the seasonal high water table is less
than three feet below land surface.
V. INSPECTIONS
I. The Permittee or his designee shall inspect the residuals storage, transport, and application 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
maintain an inspection lob 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 lob 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 to the Division or other permitting authority, upon request.
2. 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 application 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 kept under the terms and conditions of this permit; and may obtain
samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the land application activities are carried out in accordance
with the conditions of this permit, the supporting materials, and in the manner approved by this
Division.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit shall not be automatically transferable. In the event that there is a desire for the residuals
land application program to change ownership or a name change of the Permittee, a formal permit
request must be submitted to the Division accompanied by 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.

4. The following land application sites shall be approved for residuals application. Buffer map[s] for land
application sites approved in accordance with this permit issuance, are attached to the back of this
permit.
Application Area [acres]
Site No. Owner/Lessee (Operator) Crop Grown(excluding buffers
Harnett County
HA14-1'
D. Keith Parrish/(Same)
Row crops
21.80
HA14-2'
D. Keith Parrish/(Same)
Row crops
30.60
HA14-3'
D. Keith Parrish/(Same)
Row crops
57.40
HA14-4'
D. Keith Parrish/(Same)
Row crops
6.90
HA 14-5'
D. Keith Parrish/(Same)
Row crops
16.40
Total: 133.10
HA15-1'
Lamas Denning/(Gary Denning)
Row crops
22.00
HA15-2'
Lamas Denning/(Gary Denning)
Row crops
390
HA15-3'
Kenneth Dixon/(Gary Denning)
Row crops
8.50
HA15-4'
Lamas Denning/(Gary Denning)
Row crops
22.70
HA15-5'
Lamas Denning/(Gary ;Denning)
Row crops
5.70
Total: 62.80
HA16-1'
Joseph Paul Johnson/(Same)
Row crops
29.20
HA16-2'
Joseph Paul Johnson/(Same)
Pasture
4.40
HA16-31e
Joseph Paul Johnson/(Same)
Hay
19.30
HA164'
Joseph Paul Johnson/(Same)
Row crops
6.90
HA16-5'
Joseph Paul Johnson/(Same)
Hay
4.40
HA16-6'
Joseph Paul Johnson/(Same)
Hay
11.80
HA16-7'
Joseph Paul Johnson/(Same)
Hay
14.90
HA16-8`6
Joseph Paul Johnson/(Same)
Hay
37.75
HA16-91n
Joseph Paul Johnson/(Same)
Hay
18.10
HA16-10'
Joseph Paul Johnson/(Same)
Row crops
33.10
HA16-11'
Joseph Paul Johnson/(Same)
Row crops
32.70
Total: 212.55
TOTAL AVAILABLE ACRES 408.45
Please see Condition VL 5., for specific instructions regarding this land application site.
These land application sites are dominated by soils having mean seasonal water tables between one
and three feet below the land surface. Application of residuals on these sites shall be prohibited from
November through March, inclusive. The actual water table depth for seasonally -restricted soils
shall be verified by soil borings, within 24 hours, prior to any application event. The number of
borings advanced shall be sufficient to adequately characterize water table conditions across the
entire proposed application site. Any open borings shall be properly filled with native soil, prior to
application to decrease the chance of any residuals contaminating the groundwater.

5. The following items must be met concerning land application fields:
a. Site HA14-1: Johnston County Road is buffered 50-feet. The property line to the east is buffered
50-feet. The pond to the south is buffered 100-feet.
b. Site HA14-2: The property line to the east is buffered 50-feet. Cobb Road, to the south, is
buffered 50-feet. The western edge of this field is buffered 50-feet for a property line; 400-feet for
a house, and 50-feet for Johnson Road. The northern corner is buffered 400-feet for a house.
c. Site HA14-3: Per Raleigh Regional Office site review: The house in the middle of this field is
currently unoccupied, so a 100-foot buffer from the house and well is acceptable. if the house
becomes occupied, the 400-foot buffer shall be required. Additional buffers to observe: The
property lines along the eastern and northern field borders are buffered 50-feet, each.
d. Site HA14-4: Per Raleigh Regional Office site review: The church along Carson Gregory Road is
currently abandoned, so the 100-foot buffer from the church building and the well is acceptable. if
the church becomes active, the 400-foot buffer shall be required. Additional buffers to observe:
The house to the north is buffered 400-feet; the house to the northwest is buffered 400-feet_
e. Site HA14-5: The property line to the south is buffered 50-feet. The houses to the west are
buffered 400-feet. Carson Gregory Road is buffered 50-feet.
f. Site HA15-1: Per Raleigh Regional Office site review: A 25-foot buffer is extended off the lower
grove of trees, in the southern portion of the northernmost part of the site. Additional buffers to
observe: The property line along the west is buffered 50-feet. The houses to the south are buffered
400-feet.
g. Site HA15-2: The property lines along the western and eastern field borders, are buffered 50-feet,
each. There are two houses to the south that are buffered 400-feet. There is a pond to the north
that is buffered 100-feet.
h. Site HA15-3: The property lines along the southern and eastern field borders, are buffered 50-feet,
each. There is a pond in the center of the field, that is buffered I00-feet. The two houses in the
northern portion are buffered 400-feet.
i. Site HA15-4: Johnston County Road is buffered 50-feet. The two ponds in the center are buffered
100-feet. The pond to the northwest is buffered 100-feet. There are two houses in the northeastern
part of this field that are buffered 400-feet.
j. Site HA15-5: The western and eastern field borders are buffered 400-feet for houses. The property
lines along the northern and southern field borders are buffered 50-feet for property lines-
k. Site HA16-1: The property line along the southeastern corner field border is buffered 50-feet. The
property line along the northeastern corner field border is buffered 50-feet. There is a drainage
buffer in the northern portion of the field that is buffered 25-feet on either side of the drainage.
1. Site HA16-2: The long, narrow part of this field is buffered out due to drainage and a pond. The
property lines along the eastern and northern field borders are buffered 50-feet, each.
m. Site HA16-3: The two ponds located in the middle and eastern part of the field are buffered 100-
feet, each. The middle pond has two drainage ways that are buffered 25-feet on either side. Below
the middle pond, there is an old home site that has well that is buffered 100-feet. The southern
field border is buffered 50-feet for a state road. The southwestern field corner is buffered 200-feet
due to a creek and wet area.
n. Site HA 16-4: The eastern border of this field has been buffered 50-feet for a state road. The
southern border has been buffered 50-feet, for a property line. The southwestern field corner is
buffered 50-feet for a wet area.
10

Condition VI. 5., continued
o. Site HA16-5: The lower part of the field has a 50-foot buffer along the southern border, due to a
wet area. The upper part of this field has a 100-foot buffer due to a stream located along the
eastern border. The northern border has been buffered 400-feet for an off -site house. The eastern
border has been buffered 50-feet for a state road.
p. Site HA16-6: The property lines along the northern and southern field borders are buffered 50-
feet, each. The western border in the upper part of this field is buffered 50-feet for a state road.
The eastern border of field is buffered 100 feet for a stream, and 150 feet for an off -site house.
q. Site HA16-7: The western field border is buffered 50-feet for a state road. The property line along
the southern border of this field is buffered 50-feet. The wet area and pond along the southern field
border are buffered 100-feet.
r. Site HA16-8: The northern field border is buffered 50-feet for a state road.
s. Site HA16-9: The southern field border is buffered 50-feet for a state road.
t. Site HA16-10: From the northeast corner around to the southwest corner there is a 100-foot buffer
for a pond, and a 50-foot buffer for a wet area in the field.
u. Site HA16-11: There is a 50-foot buffer around the whole field.
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 143-216.6A
to 143-216.6C.
7. The annual administering and compliance fee must be paid by the Permittee within 30 days after being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to
revoke this permit as specified by 16 NCAC 2H .0205 (c)(4).
The issuance of this permit does not preclude 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) which have jurisdiction.
The Permittee, at least six months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Division will review the adequacy of the residuals land application
program described therein, and if warranted, shall extend the permit for such period of time and under
such conditions and limitations as it may deem appropriate.
10. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and
monitoring requirements the Division deems necessary in order to adequately protect the environment
and public health.
11. This permit shall become voidable unless the agreements between the Permittee and the
Ian downer(s)/Iessee(s), and/or operator(s), are in full force, and in effect. The landowner agreements
shall be considered expired concurrent with the expiration date of the permit and must be renewed at
the same time the permit is renewed.
II

Permit issued this the twenty-first day of September, 2001
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director /
Division of Water Quality
By Authority of the Environmental Management Con-unission
Permit Number WQ0020016
12

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it}' Map
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NONDISCIIARGE STAFF REPORT AND RECOMMENDATIONS FO,I� A
WASTEWATER RESIDUALS LAND APPLICATION PERMIT TO SE4jVE
THE TOWN OF FUQUAY-VARINA
SOCPRIORIT ROJECT:,Yes.'NdV�
If Y; s,
SOC No -
August 15, 2001
To: •Water Quality Nondischarge Permitting
Attention: Theresa Nartea
COUNTY: Land Application SitesinHarnett County I
Permit No.; WQ0020016.
PART I - GENERAL INFORMATION
1. Facility and Address: Mr. Larry Staluaker
Town of Fuquay-Vairdna
401 Old, Honeycutt Road
Fuquay-Varina, NC 207526
2. Date of Site Visit: 8/8/01 J,
3'. Report Prepared by: Randy Jones; sites observed by Theresa Nartea of WQ
Nondischarge Permitting and Vincent Lewis, SI il Scientist with the Division
of Soil and Water.'
4.- Persons Contacted and Telephone Number: Alan Brown with EMA Resources,
Inc. (336/492-639 5)
5.. Directions to site: See maps
6. Size (land available for expansion and upgridin g):Project is for
wastewater residuals land application
7. Topography (relationship to -100 year flood plain included):Any
(relationship
questions regarding site suitability were discussed during the site
. I
visit. Any pertinent comments are included in P'arCIV.
Attach a U.S. G. S. map extract and indicate facility 'site.,
Non -;Discharge StAff Report (WQ00201,16)
Page 1

U.S.G.S. Quad No.: U.S.G.S. Quad Name:
Latitude: Longitude:
The latitude and longitude for the sites is included in the submittal
information.
8. Any buffer conflicts with location of nearest dwelling and
water supply well? Yes: No: If Yes, explain: Any pertinent
comments are included in Part IV.
9. Watershed Stream Basin Information: Included in application package
a. Watershed Classification:
b. River Basin and Subbasin No.:
C. Distance to surface water from disposal system:
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
Terrible Creek WWTF
1. a. Volume: 0.5 MGD (Design Capacity)
Residuals: 101 tons per year
Kenneth Branch WWTF
1. a. Volume: 1.2 MGD (Design Capacity)
Residuals: 155.7 tons per year
b. Types and quantities of industrial wastewater: Some industrial
wastewater included. Town has pretreatment program.
C. Pretreatment Program (POTWs only):
in development: approved: ✓
--should-be required..-- - -- .-not needed:-- - - - -- -- - - - - -
2. Treatment Facilities
a. What is the current permitted capacity of the facility? Terrible Creek is
1.0 (A to C issued for 1.0 MGD) MGD; Kenneth Branch is 1.2 MGD
b. What is the actual treatment capacity of the current facility (design
volume)?Same as above
Non -Discharge Staff Report (WQ0020016)
Page 2

3
4.
5.
i
C. Please provide a description of" existing or substantially
constructed wastewater treatment facilities` Kenneth Branch: the
existing 1.2 MGD facility consists of a mechanical bar rack, an
influent pump station, a primary clarifier,.,a trickling filter, a
recirculation pump. station, a seeondary clarifier, a
nitrification basin, a final clarifier, I a chlorine contact
chamber, cascade aeration, a sludge holding .tank, an aerobic
digestor, a decant tank.
Terrible Creek: an A to C has been isisue d for a 1.0 MGD facility
which consists of an influent pump station,1 a mechanical bar screen,
a flow splitterbox, a 132,000 gallon equalization basin, a 436,000
gallon biological reactor with anaerobic, anoxic, and oxic zones, a
clarifier, sludge holding tanks, tertiary filters, UV disinfection,
chemical feed, flow meter, post aeration.
d. Please provide.a description of proposed wastewater treatment
facilities: See above
i
Residuals handling and utilization disposal scheme:
a. If Residuals are being land applied, please specify DEM permit no.
WQ0020016
Residual Contractor: EMU Resources, Inc'
.
Telephone Number: 336/492-6395
i
b. Residuals stabilization: PSRP: ✓ PFRP:
Other:
C. Landfill:
d. Other disposal/utilization scheme (Specify)-, `
Treatment plant classification (attach completed rating sheet):Project is for
wastewater residuals land application.
SIC Code(s):4952
i
Wastewater Code(s) of actual wastewater, not particular facilities i.e., non-
.
Non -Discharge Staff Report (WQ0020016)
Page 3

contact cooling water discharge from a metal plating company would be 14, not
56. Include more than one code if applicable: 01
Main Treatment Unit Code: 036-3
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)?
2. Special monitoring requests:
3. Important SOC, JOC or Compliance Schedule dates (Please indicate):
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
I have reviewed the submittal information and performed site visits of the proposed land
application sites, along with Theresa Nartea and Vincent Lewis. The sites being proposed
for the permit are listed in the table below along with any pertinent comments, not
covered in the submittal (to include seasonal restriction comments), about the sites. All of
the proposed sites are in Harnett County:
Site No..
Owner/Lessee
Acres
Comments
HA14-1
Keith Parrish
21.8
HA14-2
30.6
HA14-3
57.4
The house in the middle of this field is
currently unoccupied, so a 100' buffer
from the house and well is acceptable. If
the house becomes occupied, the 400'
buffer will be necessary.
Non -Discharge Staff Report (WQ0020016)
Page 4

HA14-4
6.9
The church along' Carson Gregory,Road
is currently abandoned, so the 100' buffer
from the church building and.the well is
acceptable. If the church becomes active,
the 400' buffers will be required.
HA14-5
16.4
i
HA15-1
Gary Denning
22.2
i
Note, that an additional 25' should be
added to the drainage buffer coming off
the trees in thei S portion of the
northernmost part of the site.
HA15-2
3.9
HA15-3
8.5
HA154.
25.4
Note that the topo�map submitted to the
RRO had fields 4 & 5' reversed. Need
additional buffer for dwellings '& wells to
E & NE, originally left off of map.
Apparently, due to the confusion with the
field numbers, there was also some
confusion withithe'soil type; however, as
discussed with Theresa, that situation has
been resolved.
HA15-5
5.7
Note that the t opo map submitted to the
RRO had fields 4 & 5 reversed.
HA16-1
J&E Johnson
29.2
q
Farms, Inc.
HA16-2
4.4
HA16-3
19.3
Seasonally restricted from November
through March.
HA16-4
6.9
HA16-5
4.4
HA16-6
11.8
j
HA16-7
14.9
HA16-8
37.75
Seasonally restricted from November.
through Marchl 'I
Non -Discharge Staff Report
Page 5
(WQ0020016)

HA16-9
18.1
Seasonally restricted from November
through March.
HA16-10
33A
HA16-1 i
32.7
In the interest of saving paper and since Theresa Nartea participated in the site visits and
is aware of the modifications that must -take place as a result of the site visit, I have not
included maps with this report.
I noted that the reported pollutant concentration for Molybdenum for the Kenneth
Branch WWTF is 74.2-mg/kg on a dry'weight basis. The pollutant ceiling concentration is
75 mg/kg, so the pollutant concentration is below the ceiling concentration, but. is very
close. Via E-Mail I have passed this information along to Tom Poe in the Pretreatment
Unit.just to -see if this situation raises any questions/concerns with them. _
All questions and concerns of the WO RRO have either been addressed or appropriate
questions or requests for additional information have been made by Nondischarge
Permitting.
Upon receipt of the appropriate additional information, the WQ RRO has no objection to
the issuance of the permit.
Signature of ort Pr er
g1 tieVia,
Water Quality Regional Supervisor
I "
Non -Discharge Staff Report (WQ0020016)
Page 6
j

WATER POLLUTION CONTROL SYSTEM OPERATORS
• CERTIFICATION COMMISSION
CLASSIFICATION
FACILITY INFORMATION:
NAME OF FACILITY: Town of Fuquay-Varina
MAILING ADDRESS: 401 Old Honeycutt Rd., Fuquay-VarinaJ NC 27526
COUNTY: Wake
• Ii
CONTACT PERSON: Larry Stalnaker TELEPHONE: [phone] t
PERMIT NO.: WQ0020016 Check One: NC • WQ ✓i HEALTH DP
ORC: TELEPHONE:
RATING INFORMATION: (Before completing this section, please refer to pages 2-4)
PERMITTED FLOW: MGD BNR? 'YES NO
� I
CHECK CLASSIFICATION: WASTEWATER: 1 2 3 4
COLLECTION: 1 2 3 4'
SPRAY IRRIGATION SUBSURFACE LAND APPLICATION ✓
AL/CHEMICAL GRADE I GRADER
PHYSIC I ,
RATED BY: Randy Jones REGION: RRO it A DATE f 8%15/01
NUMBER: I f 'EXT:249
REGIONAL OFFICE TELEPHONE _ .
Permit No.: WQ0020016 j
Page 1
4

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS .
- Septic tank/sand filter systems
-Biological lagoon systems
- Constructed wetlands and associated appurtenances
Grade II Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
less than or equal to 0.5 million gallons per day (mgd)
Grade III Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater than 0.5 through 2.5 million gallons per day (mgd)
- Grade II systems that are required to achieve biological nutrient reduction
Grade IV Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater then 2.5 million gallons per day (mgd)
- Grade III systems that are required to achieve biological nutrient reduction
* Biological Nutrient Reduction -
The reduction of total nitrogen or total phosphorus by an activated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
Same grade as biological water pollution control system. Grade of system:
Based on population served:
1,500 or Less = Grade I
1,501 to 15,000 = Grade II
15,001 to 50,000 = Grade III
50,001 or more = Grade IV
Permit No.: WQ0020016
Page 2

Classification of Spray Irrigation Water Pollution Control Systems:
Systems which utilize spray irrigation for the reuse or disposal of wastewater.
These systems include: septic tanks, sand filter, oil/water separators;'lagoons,
storage basins, screening, sedimentation. Systems other than those listed above
Shall be subject to additional classification.
..............................................................................................................................................................
Classification of Land Application of Residuals Systems:
✓ Systems permitted and dedicated for the land application of residuals that are produced by
a water pollution control system or contaminated soils.
.............................................................................................................6 ................................................
Classification of Physical/Chemical Water Pollution Control Treatment Systems:
Grade I Physical/Chemical: Any water pollution control system that utilizes a primarily
physical process to treat wastewater. This classification includes groundwater remediation
systems **
Grade II Physical/Chemical: Any water pollution control system that utilizes a primarily
chemical process to treat wastewater. This classification includes reverse osmosis,
electrodialysis, and ultrafiltration systems. ** "
** Any water pollution control system that utilizes a physical/chemical process to enhance an
activated sludge or fixed growth process, shall not be subject to additional classification
....................................................................................................................:...........................................
Classification of Subsurface Water Pollution Control Systems:
Systems which utilize the soil for subsurface treatment and disposal of wastewater
And/or are required to have a certified operator under 15A NCAC 18A.1961. ***
l
* * * Any subsurface system that has as part of its treatment process a water pollution control
11
system that may be classified under Rules .0302 through ,.0307 of this section shall be
subject to additional classification.
Permit No.: WQ0020016
Page 3

AUG 2 T 2001