HISTORICAL BEFORE 2000

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
.lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
December 7, 1999
Carl G. Dean, City Manager
City of Dunn
Post Office Box 1065
Dunn, North Carolina 28335
4 0 •
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAi- RESOURCES
Subject: Permit No. WQ0006101
City of Dunn
Land Application of Wastewater Residuals
Harnett County
Dear Mr. Dean:
In accordance with your application received on August 19, 1999, we are forwarding herewith Permit No.
WQ0006101, dated December 7, 1999, to the City of Dunn for the operation of a wastewater residuals land
application program.
This permit shall be effective from the date of issuance until December 31, 2001, shall void Permit No.
WQ0006101 issued January 17, 1997, 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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
extension 363.
cc: Harnett County Health Department
Cumberland County Health Department
SM&E
this matter, p se contact _J R Josh _ at [phone]
Since y,
Kerr T. Stevens
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Telephone[phone] Fax [phone]
50% recycled/10% post -consumer paper

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
City of Dunn
Harnett County
FOR THE
operation of a wastewater residuals land application program consisting of the application of 556 dry tons per year
of residuals from sources listed in Condition 115, to approximately 852 acres of land in Harnett and Cumberland
Counties with no discharge of wastes to the surface waters, pursuant to the application received on August 29, 1999
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 December 31, 2001, shall void Permit No.
WQ0006101 issued January 17, 1997, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The Fayetteville Regional Office, telephone number [phone], and the appropriate Iocal
governmental official (county manager/city manager) shall be notified at least twenty-four (24) hours
prior to the initial application of the residuals to a site so that an inspection can be made of the application
sites and application method. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
In addition, the Harnett and Cumberland County Managers' offices must be notified prior to the initial
application so that they will be aware that the operation has commenced.
2. This permit shall become voidable if the soils fail to adequately assimilate the wastes and may be
rescinded unless the sites are maintained and operated in a manner which will protect the assigned water
quality standards of the surface waters and ground waters.
3. The 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 or
groundwaters resulting from the operation of this program.

5. In the event that the land application program is riot operated satisfactorily, including the creation of
nuisance conditions, the Permittee shall cease applying residuals to the sites and take any immediate
corrective actions as may be required by the Division of Water Quality (Division).
Some of the buffers specified below may not have been included in previous permits for this land
application operation. However, any sites or fields that are included in this permit, but were approved
with different applicable buffers shall be reflagged to comply with the below buffers. The following
buffer zones shall be maintained:
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 lame 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,
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.
8. Specific residual application area boundaries shall be clearly marked on each site prior to and during
application.
9. No residuals at any time shall be stored at any application site, unless approval has been requested and
obtained from the Division.
10. Maximum slope for residual application shall be 10% for surface application and 18% for subsurface
applications.
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 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 must be submitted including all test results and calculations.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and application sites shall be properly maintained and operated at all times.
2. A suitable vegetative cover, as listed in condition H 4, 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.

3. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than 6.0, on all land
application sites to insure optimum yield for the crop(s) specified below. The agronomist shall provide
information on the pH best suited for the specified crop and the soil type.
4, The application rates shall not exceed the following for the specified crops:
Crop PAN (lb./acre/yr. Crop PAN lb7acre/ r.
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)
200
Sorghum, Sudex (Silage)
220
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, & Rye Grass
200
Coastal Bermuda grass (hay)
275
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 lbs/acre/yr. 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.
5. No residuals other than the following are hereby approved for land application in accordance with this
permit:
Permit Volume
Source County Number (fty tons! ear
City of Dunn WWTP Harnett NC0043176 206
City of Dunn WTP Harnett NC0078955 350
Total 556
6. 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
Nickel 420
374
Selenium 100
89
Zinc 2,800
2,498
7. 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/ka
Arsenic 75
Cadmium 85
Copper 4,300
Lead 840
Mercury 57
Molybdenum 75
Nickel 420
Selenium 100
Zinc 7,500

Upon classification of the facility 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 land application program. The operator must hold a certificate of
the tyre classification assigned to the land application program by the WPCSOCC. The Permittee must
also employ a certified back-up operator of the appropriate type to comply with the conditions of 15A
NCAC 8A .0202.
9. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
10. Surface applied residuals will be plowed or disced within twenty-four (24) hours after application on
lands with no cover crop established.
11. 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 must be incorporated into the soil within twenty-four (24)
hours after application.
12. Appropriate measures must be taken to control public access to the land 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.
13. 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.
14. 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.
15. Residuals shall not be applied to any land application site that is flooded, frozen or snow-covered.
16. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by the Division.
17. 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.
18. 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.
19. Food crops with harvested parts that touch the residual/soil mixture and are totally above the land surface
(ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14 months after residuals
application.
20. Food crops with harvested parts below the surface of the Iand (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 (4) months or longer prior to incorporation into the soil.
21. 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 (4) months prior
to incorporation into the soil.
22. Turf shall not be harvested for 1 year after residuals application if the turf is to be placed on land with a
high potential for public exposure.
4

IIh MONITORING AND REPORTING RE UIREMENTS
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 #)
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, molybdenum, 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
Calcium
Copper
Magnesium
Cation Exchange Capacity
Manganese
Percent Humic Matter
pH
Phosphorus
Potassium
Sodium
Zinc
Base Saturation (by calculation)
4. A residuals analysis will be conducted quarterly from the date of permit issuance by the Permittee and
the results maintained on file by the Permittee for a minimum of five years. If land application occurs
at a frequency less than quarterly, a residuals analysis will be required for each instance of land
application. The residuals analysis shall include but is not necessarily limited to the following
parameters:
Arsenic
Cadmium
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Zinc
Aluminum
Anunonia-Nitrogen
Nitrate -Nitrite Nitrogen
% Total Solids
pH
Phosphorus
Potassium
TKN
Plant Available Nitrogen (by calculation)
After the residuals have been monitored for two years at the above frequency, the Permittee may
submit a request to the Division for a permit modification for the reduction of the frequency of
monitoring for pollutant concentrations and for the pathogen density requirements, but in no case shall
the frequency of monitoring be less than once per year when residuals are applied to the land.
All residuals included in this permit must be monitored quarterly, from the date of permit issuance, for
compliance with condition 111 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
quarterly 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.
After the residuals have been monitored for two years at the above frequency, the Permittee may
request a permit modification for the reduction of the frequency of monitoring for pollutant
concentrations and for the pathogen density requirements, but in no case shall the frequency of
monitoring be less than once per year when residuals are applied to the land.
6. Three copies of all required monitoring and reporting requirements as specified in conditions 1II 1, III
2, 1113, III 4, III 5 and I1I 6 shall be submitted annually on or before March 1 of the following year to
the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, 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 Iand 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 (5) days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
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 is for the disposal system
constructed after December 31, 1983 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 in addition to the penalty provisions applicable under General Statute
143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a 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 remediation action on the part of the
permittee.
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
1. 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 log or summary including at least the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of five years from the date of the
inspection and shall be made available 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 is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not automatically transferable. In the event that there is a desire for the facilities to
change ownership or a name change of the Permittee, a formal permit request must be submitted to the
Division accompanied by an application fee, 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.
7

4. The following are approved sites for residuals application (see attached map[s]):
Application Area [acres]
Site No. Owner/Lessee (excluding buffers)
EXISTING SITES
Harnett County
HA2-1
R. Dewayne Weeks
HA2-2
R. Dewayne Weeks
HA2-3
R. Dewayne Weeks
HA2-4
R. Dewayne Weeks
HA2-5a
R. Dewayne Weeks
HA2-6
R. Dewayne Weeks
HA3-1
Carl Hamilton, Jr.
SA6-1
Wade Lee Barefoot
NEW SITES
TOTAL ACRES IN COUNTY
TOTAL EXISTING ACRES
Harnett County
HA4-1
Don WeIlons
HA4-2 a
Don Wellons
HA4-3
Don WeIlons
HA4-4
Don Wellons
HA4-5
Don Wellons
HA4-6
Don Wellons
HA4-7
Don WeIlons
HA4-8
Don Wellons
HA4-9
Don WeIlons
HA4-10 a
Don Wellons
TOTAL IN COUNTY
Cumberland County
CU1-1 R. Dewayne Weeks
CU1-2 R. Dewayne Weeks
CU1-3 R. Dewayne Weeks
TOTAL IN COUNTY
TOTAL AVAILABLE ACRES
34.1
69.1
56.7
66.3
78.8
49.8
90.1
23.1
468.0
468.0
17.8
34.8
36.8
41.8
13.9
19.9
11.3
69.9
40.1
48.8
335.1
21.9
18.0
8.33
48.2
383.3
851.3
a
This land application site is partially covered in soils having a seasonal high water table at depths
ranging from one to two feet below land surface. Therefore, no residuals shall be applied to this field
during the period from December through March.
8

5. Failure to abide by the conditions and Iimitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A
to 143-215.6C.
6. The annual administering and compliance fee must be paid by the Permittee within thirty (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 15 NCAC 2H .0205 (c)(4).
7. 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.
S. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions and
limitations as it may deem appropriate.
9. 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.
10. This permit shall become voidable unless the agreements between the Permittee. and the
landowners/lessees are in full force and effect. The land owner agreements are considered expired
concurrent with the expiration date of the permit and mast be renewed at the same time the permit is
renewed.
11. Prior to land application of residuals to any land that previously or will receive animal waste, the
farmer shall provide the Permittee with information pertaining to the volume applied and a waste
analysis. This information shall be submitted so that verification can be made as to the amount of
sludge that is able to be applied at the appropriate agronomic rate. If the maximum agronomic nutrients
have been applied to the field, no additional sludge shall be applied to the field.
Permit issued this the eventh day of December, 1999
NORTH OLINA E 1RO IENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0006101

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Figure 1 N
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Figure 2
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— - - N
Harnett County
WQ0006101 1 GW99151
Fields HA4-1 through HA4-10 Y -
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I Harnett County I N T
WQ0006101 1 GW99151
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Figure 4
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I " = 2-000'
Checked by
Dzm"-n by: SDB
* S&ME
Date: JUIV 99 czs - CNcwccp.qjc. TE5114c: JOB NO.
CITY OF DUNN
Dewayne Weeks Farm (Site CU 1)
Land Awficabon Program
City of Dunn
TOPO
INCkp
Fia. 2

VICINITY MAP
HA 2
R. DEWAYNE WEEKS
5CALI
51

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TOPOGRAPHIC MAP
1" = 660'
HA 2 - 1,2
DEWAYNE WEEKS
J
- t
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~' 1777
V
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O.
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TOPOGRAPHIC MAP
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err
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= HA 2 - 5
1l �� DEWAYNE WEEKS0,7
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pg.62

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CARL HAMILTON JR-
73

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CARL HAM I LTON JR .
���- Pg.77

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
September 28, 1999
MEMORANDUM
To: Kim Colson
Through: Ted Bush
From: Salam Murtada S.N.
Subject: City of Dunn
Amendment: Land Application of Sludge
Harnett County
WQ0006101 / GW99151
J. R. Joshi: Review Engineer
OCT 2 9 1999
FAYE17EVILLE
REG. OFFICE
The Groundwater Section has reviewed the request for amendments to the current permit
conditions for the following three modifications:
(1) Acquire additional 13 fields comprising a total area of 383.3 acres (see figures 1 through 4).
(2) Add the Dunn Water Plant as an additional source of Class-B residuals.
(3) Replace the seasonal restriction requirements stated under Section VI Item 4 of the current
permit for the related land application sites with a condition that will allow the permittee to
apply the residuals during the period from December through March if the permittee verifies
through soil borings that the apparent water table, at the time of application, is greater than three
feet below land surface prior to the land application.
The following table summarizes the modifications and permit cycles that took place during the
course of the subject permit.
Tshle One- Chronological Summary of Permit Cvcle and Modifications.
Date
Type of
Application
Land Requirements
(Net Acres)
Source for
Residuals
Residual
(Dry Tons)
7/7/1992
New Permit
444.9
Dunn WWTP
250
7/7/1994
Amendment
444.9 + 69 = 513.9
Dunn WWTP
206
I/17/1997
Renewal &
Amendment
513.9 - 45.1= 468.8
Dunn WWTP
206
7/7/1997
Renewal
468.8
Dunn WWTP
206
In Process
Amendment
468.8 + 383.3 = 852.1
Dunn WWTP
& Dunn WTP
206 + 3501= 556
7/7/2002
Expected Renewal

Regarding the third request, the Groundwater Section cannot replace the seasonal restriction
requirements with a condition that boring samples be taken prior to the land application process
as stated by the permittee. Please note that the permittee must ensure that the water table level is
Furthermore, in land application sites where the seasonal restriction requirements apply, the
water table may potentially rise to three feet below land surface following the land application
process during the specified seasonal restriction period.
The Groundwater Section recommends the renewal of this permit with the following conditions:
* 1. The application areas included in the current amendment request and the existing permit
are summarized in the table below:
Table Twre Summary of Land Annlication Areas Existing and Amended.
Site Number / County
Owner / Lessee
Application Area
(Net Acres)
Status of Approval by
DWQ
HA4-1 / Harnett
Don Wellons
17.8
Amended
HA4-2 / Hamett
Don Wellons
34.8
Amended
HA4-3 / Hamett
Don Wellons
36.8
Amended
HA44 / Harnett
Don Wellons
41.8
Amended
HA4-5 / Harnett
Don Wellons
13.9
Amended
HA4-6 / Harnett
Don Wellons
19.9
Amended
HA4-7 / Harnett
Don Wellons
11.3
Amended
HA4-8 / Harnett
Don Wellons
69.9
Amended
HA4-9 / Harnett
Don Wellons
40.1
Amended
HA4-10 /Hamett
Don Wellons
48.8
Amended
CUM / Cumberland
Dewayne Weeks ,
21.9
Amended
CUl-2 / Cumberland
Dewayne Weeks
18.0
Amended
CUl-3 / Cumberland
Dewayne Weeks'
8.3
Amended
Total Land Application Sites Amended = 383.3 Acres
HA2-1 / Harnett
Dewayne Weeks
34.1
Existing
HA2-2 / Harnett
Dewayne Weeks
69.1
Existing
HA2-3 / Harnett
Dewayne Weeks
56.7
Existing
HA24 / Hamett
Dewayne Weeks
66.3
Existing
HA2-5 / Hamett
Dewayne Weeks
78.8
Existing
HA2-6 / Hamett
Dewayne Weeks
49.8
Existing
HAM / Hamett
Carl Hamilton, Jr.
90.1
Existing
SA6-1 / Hamett
Wade Lee Barefoot
23.1
Existing
Total Land Application Sites Currently Permitted = 468.0 Acres
Total Land Application Sites = 851.3 Acres
* Denotes Language Different from Shell Document.

*2. The source of residuals included in the current amendment request and the existing
permit are summarized in the table below:
*3.
Tnhlp. ThrPP• New Snurces included in the Amendment Application and Existing Permit
Source
Gal. Residuals Produced
Annually
Residuals Applied Per Year
(Tons)
Dunn WWTP
1.48
206
Dunn WTP
2.2
350
WTP.
4. The following land applications sites are covered in soils having high water table at
depths ranging from one to two feet below land surface. Therefore, no residuals shall be
applied to this field during the period from December through March, inclusive.
Site Number / County
HA4-2 / Harnett
(Amended Site)
HA4-10 / Harnett
(Amended Site)
HA2-5 / Harnett
(Existing Site)
5. No land application of waste activities shall be undertaken when the seasonal high
water table is less than three feet below land surface.
6. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
7. 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 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 exciedance of
Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
immediate remediation action in addition to the penalty provisions applicable under
General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a 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 small
require remediation action on the part of the permittee.
If you have any questions, please call me (715-6180).
cc: Art Barnhardt
Permit Files
* Denotes Language Different from Shell Document.

Figure 1 •.� _ N
s ] I. 3
i City of Dunn 0
' Harnett County
_ W00006101 / GW99151 s.
r , ]le rSII e 4
i Fields HA4-1 through HA4-10
Site Location Map
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9.
i
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�• cnEc�oer: Checked by: Den Wellon Farm (Site H:4) SITE
DRAWN BY: Dnum By: SDe Land Acolication ?roar -am 311kp
• DATE Date: July 99 cRHReuuuna xrtHac • [rtar,ccrorte . e [.nnc JOB NO. 1588.55.076 City of Cur:n
.1p •

Figure 2
City of Dunn
Harnett County
WQ0006 101 / GW99151
Fields HA4-1 through HA4-10
Site Detail Map
11
FIELD - 9
FIELD - 8
FIELD - 10'
2�
SLD6
7
V11F.T.T) - 7
AFIELD-3
7;3
cm
USGS TOPO QUAD - ERWIN, NC; CONTOUR INTERVAL = 10'
P 2.000' CITY OF DUNN
=Cl,,k,d b�7RPP/ 11 S&M Don Wellon Farm (Site HA4) TOPO
Draw, By: Spa
E Land AoDfication Procr—..-n NLkp
Dal.: juiyggIr..muuurrnnctav�c JOB NO 1588-26-016 MY of Cunn Fr— 2

� ' Fi.otre 3
City of Dunn
C
0 1
Harnett County
U N
WQ0006101 / GW99151
Fields CUl-1 through CU1-3
Site Location Map
a
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CITY OF DUNN
Clic.ked By: -RP W
*S&FAE
Dewayne Weeks Farm (Site CUI)
SUE
Q�WN BY: Drawn by: SDB
Land ADDlicalion Program
CATE Date: July 99
1588-96-016 City of cmnn
-1,1AP
Fg. I

Figure 4
City of Dunn
Harnett County
wQ0006101 / GW99151
-3 r
Fields CUI-1 through CU I
Site Detail Map f -7
:..�RGdes 'P .Pond d-
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laoi
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- USGS TOPO QUAD - WADE, CONTOUR INTERVAL v X4 1. —.7-:
ALE
V=Z0001 CITY OF DUNN
ECKED BY. Checked by: Pw ���� Dewayne Weeks Farm (Site CU1) TOPO
awntill: Drawn by: SDB*Land Awlication Program MAP
rF Dow July 991ESlirle 7—srag. —1 636_66_o16 City of Dunn I Fit; 2

SOC PRIORITY PROJECT Yes No X -
To: Permits and Engineering Unit
Water.Quality Section
Attention:.J. R. Joshi
=Dates. September 14,1999
NON-DISCHARGE'STAFF REPORT A.NDRECON M&bATION
County: Harnett. t
,Permit No. WQ 0006101
` PART I GENERAL INFORMATION : "
1. Facility and Address: Mr.- Joseph_ T. Campbell
City of Dunn .
PO Box 1065
Dunn, NC 28335.
2: Date "of Investigation:_ . 9/7/99 i
Engineer, FRO Jill '
.3. Report Prepared by; _ Grady Dobson, Environmental gl
4. - Persons :;Contacted and Telephone Number: , Rob Wilcox'- S&ME
910- 288-7180 , ?
and
Victor Quick .:
910-892-2935
5. Directions to Site: (see package for site.designation)
6. Size (land;available for expansion and upgrading):: 383.2 acres (proposed) -
469 , 'acres (existing)
852 acres Total
7. Topography (relationship to 100°year flood plain included):
See package.TOPO. maps- if in flood plain (100 year) will be included.
Attach a U.S.GS. map extract and indicate facility site. -
U.S:G:S Quad No.: U.S.G.S. Quad Name:
F _ 24,SW Erwin. NC ;
Latitude: Longitude:
3501T 31" 780 41' 09"
i

N (continued)
PART I -GENERAL INFORMATIO
8. Any buffer conflicts,with location,of nearest dwelling,and.water supply well?'
Yes No X If Yes; explain:
9. Stream Basin Information:,; I
a. ,. Stream Classification ' Cape Fear River, WS' iII
b. River Basin and Subbasin No.:. ' , Cape Fear '
c. Distance to surface water from disposal system: Greater than 500,ft.
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
Volume: 335 MGD' (Design Capacity).
. Residuals: 206'Dry Ton. - VWVTP
350' Dry Ton ' - ' WTP '
556 Dry Ton - Total
b. Typesand quantities of industrial wastewater: 100%"D6,mestic
,c. Pretreatment Program- (POTWs only): ,N/A p '
iri,development, approved I
should'be required not needed X
2.. Treatment Facilities: i
a. What is the ciirrent permitted' capacity of the facility?
3.75MGD . .
ti. What is the actual treatment capacity of the current.1kcility (design volume)?
3.75MGD .
C. Please, provide ' a ' description •of existing or .substantially i constructed :wastewater ;
treatment facilities:: (see attached NPDES staff report) j
d. Please provide -a description of proposed wastewater'treatment facilities: N/A

PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS (continued)
3.; Residuals -Handling and utilization/disposal Scheme:
a. If Residuals are beingland applied, please specify'DWQ Permit' -No. WQ,0006101
Residual Contractor: S&ME
Telephone Number: 336=288=2180
The .new sludge management contractor is Soils & .
Management. Engineering (SaNIE)
b. Residuals stabilization:PSRP X PFRP_ ; Other_ .
c. Landfill: N/A :..
d. Other disposaUutilization,'cheme-(Specify): N/A', }
4. Treatihent-plant classification (attach completed rating sheet): (see attached)`
'5. SIC Code(s): I
.Primary 01 Secondary 23
Main Treatment Unit Code: 05001
PART IIh - OTHERTERTINENT INFORMATION .
1. Is this .facility being constructed with, .Construction Grants Funds (municipals . only)?
N/A
2: Special monitoring requests: N/A
3. Important' SOC, JOC or Compliance Schedule dates (please indicate): :
ate
Submission of Plans and Specifications N/A
Begin Construction _ ' ; . �' ' '
N/A
N/A
' Complete Construction ' � _

r5
PART III OTHER PERTINENT INFORMATION
4. , Other. Special Items:
Soils Information:
The exsting-469 acres were previously approved.: The proposed Acreage.- 383 2 acres
(net) was'evaluated on gn/99, during the site investigation. All sites are suitable for year
round application .excepf the following:
i,
(1) Don Wellons site- Field' !
' It is requested. that this site have'a'seasonal application condition stated in the
following manner: .
"Soil boringsA,41. be conducted on this`%field to .eri6i ;that the. -
apparent.water,table,�at ,the time•of application tis ;greater than three,"
feet below. land surface pnor''to the, land applicati 6n of residuals
With.ahe restnction:written this way,;it will allow row crop fields that are being utilized
grains for winter small ains to,. receive residuals duringa;'the planting ,and early crops.
establishment months when water table conditions. -allow: It wily also allow row crop
fields that are being utilized :for. corn -production_ and planted in mid .to late March to
receive.;residuals prioi to planting when water table conditions allow:. In no case will
residuals be applied when conditions,do not allow.- With this restriction, :contravention of -
groundwater -standard. s can be avoided and monitored more closely than with the ;previous
restrictions along with,allowina. some` flexibility in application, periods whenconditions
allow:
I
Mr.: Vincent.Lewis, Soil Scientist, Division of -Soil and :Water, accompanied us; on our
site inspection :and _concurs with I pac-age,.soilscientist ion evaluat. (Please find
attached Mr: Lewis' comments-),. - _-
Land Use•
All sites .are typical, privately owned faun, ,q ,erations .with' regional ,crops of corn,
soybeans;. wheat, Coastal Bermuda grass, etc. All sites: are managed' by owner `or' farm
manager.
Descriotion of Proposed System:
Aerobically digested -sludge -for application consists of liquid sludge,(3%-56/o solds).and
will be transported in -leak -proof tankers. The tankers will be off loaded into application
equipment and apphed,to the peimitted acreage..The application,�will be agronomically
Applied for the specific crop'.
I .

PART III - OTHER PERTINENT INFORMATION ,(continued)
Land Limiting Constituent Analysis:
The subject Permit amendmentcombines the, waste sludge from two (2)-different City -of
Dunn facilities which follow:
(1) Alum sludge"from City of Dunn's Water Treatment Plant!(3$0 Dry Tons annually
@ 3.78% solids). i
(2) Municipal sludge from 'City of Dunn's Wastewater Treatment. Plant (206 Dry
Tons annually @ 3,34% solids).
The annual combined total of the.two (2) facilities' is 556 Dry Tons.,'
The percentage of sludge volume per facility is broken down as follows:
(1) Dunn WTP - 63%
(2) " Dunn WWTP 37%
These percentages are utilized to, calculate weighted , averages or the various
concentra#ions of the sampled parameters. An example of a weighted average for the
TKN (PPM Dry. Weight) is as follows:
Dunn WTP . Dunn WWTP
TKN'- 15,100 mg/kg TKN - 43,560 mg/kg
'15,100'(.63) . + 72,200,(.37)
9513 > 26,714
Thus, the weighted average is 36.227 mg ks
The other parameters were calculated in the same manner as the above example. Part IV
of the -application package combines all the sludge volume by weighted averages.
The PAN calculated (subsurface injected),, for the 556 Dry Ton Volume is 18.500 lbs
PAN [year. Utilizing a conservative average of 1001b PAN / acre,/ year, only'185 acres
would:be required. The proposed amendment will add 3833 acres of land fora total of,
852 acres. The landarea will be more 'than adequate. 'Should! the PAN be applied at a .
higher than 100 lb /,acre / year rate, the required land area would; be less. The SAR is "
.910 which is acceptable. The limiting metal, is calculated to be lead. This metal has a '
calculated site life of 835,years. Overall, the sludge from the two (2) Dunn facilities can
be easily assimilated.by the existing and proposed acreage.

pART III , -.:OTHER PERTINENT INFORMATION. (continued) • u
Croce Management Plan:_
The responsibility for'inanagement'of the sludge ;program` will rest entirely with the. City ; ' 1_ .
of.Dunn: The City, however, 'has contracted with Soils and', Materials.Engineering
(S&ME) for.the ;technical permit requirements: including sludge application. The sludge
Will be applied to'the proposed 'sites as an agricultural :resource at agronomic rates'. The
sludge .will be applied to row crop or hay land at'agronomic `rates for total` or.partial
replacement of conventional N,,and P fertilizers. The actual amount 'of sludge applied
will be. dependent upon the nutrient requirement 'of -the; specific crop and the 'nutrient
content of the sludge. Prior to application, the sludge will be sampled and analyzed for,
routine nutrient analysis: Representative, sludge- samples -,will be collected from the .
` aerobic digester, delivered to a qualified laboratory�'familiar with sludge, analysis;'- and
analyzed -for TKN,. NH4-N, NOS -N, ..P, , K and solids. This information will 'then be.: ;
:.`• utilized to,calculate 'the specific :application rate for the field and crop.
.!
All of the application fields are typically, rotated in small 'grains, hay' or pasture. The
sludge will be applied at full agronomic rates' for the yearly. crop. ,All °other management
practices.ire included in the land -application -package. All field's will be flagged prior to
land application to assure compliance with. buffer zones.,- The City of Dunn, will apply the
appropriate lime according to soil evaluation recommendations.
Records Management:
the ermitiee (City of Dunn The City has
.All records will be the responsZb2hty • of . p ( ty )• ,
contracted with Soils and Materials Engineering (S&ME).
Accessibility
The property which the sludge will be applied is owned by private individuals and
access is limited bythe;property owner.

PART IV - EVALUATION AND RECOMMENDATIONS -
`It is., the- recommendation of this office that the subject Permit, (WQ0006101) be modified, .
with the additional acreage and sludge: volume from`Ihe- water treatment plant: '. Due to the _ {;
ilal Operations near the proposed land,' it is recommende
proximity. of Confined Anird that the
following be included asa special condition: I
i
"Prior to- land application of residuals to any' -land that previously ;or
will recelve animal waste, the .Farmer shall provide- the Permittee with
information pertaining to the volume applied -'and a waste. analysis.
This information shall be submitted so that verification can be made as
to the amount of sludge that is ,able to.,be applied at the appropriate
agronomic rate. If the maximum.agronomic nutrients has been applied
to the field, no additional sludge shall be applied to the field.
Signature of e o e are
Water- Quality Regional Supervisor. _
Date, _ T -

NORTH CAROLINA DEPARTMENT OF,
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
FAX COVER SHEET ;
FAYETTEVILLE REGIONAL -OFFICE
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
DATE:-' i ,i'-(- U I gQcl
Number of pages, including cover: Z
RE r xF,� �I a Ins
0
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-SO43
PHONES I O-486.1541 . FAX [phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

GROUNDWATER SECTION
GW#: 99151 WQ#:_0006101
Review by: Jennifer Phillips Date: September S, 1999
Field Investigation? (Y/N):X County: Harnett
Facility Name: City of Dunn
Location: Harnett and Cumberland Counties
Disposal System: Land Application
Design Cap. (GPD): 3.75 MGD
Description of Facility: WWTP
Size of Impoundment (Ft. Sq.)_&/or Size of Application Area: 851.3 acres (total= current + proposed)
Waste Source:
Mun. Sludge X; Mun. W.Water
Ind. Sludge ; Ind. Well Water
Distance from Waste Source to nearest:
Stream: > 300 Ft.
Well: > 100 Ft
Primary Secondary Tertiary
Others:
For Well: Type of use: Domestic Depth: Unknown Pump Rate (Est): Unknown
What design conditions will reduce/increase chance of gw contamination: Has at least 3 times the
amount of land needed for most restrictive pan Poor soil tunes have been buffered out
What natural site conditions will reduce/increase chance of gw contamination: Good cover crops
established .
Depth to: Bedrock—>-1DD—Ft., Seasonal High W.T.->-�Ft., Annual W.T. Flux --Ft.
Surficial Aquifer:
Gen. Lithology: Sandy Loam
Hyd. Cond.: .02 Ft./Day
❑Measured X Estimated
Thickness: Ft.
Bedrock/Artesian Aquifer:
Gen. Lithology:
Hyd. Cond.: Ft./Day
❑Measured ❑Estimated
Legrand: Site Numerical Description=2Q 6 7 -3 4--Aa -w r 4
T 1 2 3 4 5 6 6A 6B
Hydrogeologic Site Grade: E Situation Grade: +1E
No. of Monitoring Wells: Proposed: Up 0 DownQ Existing: Up-0— Down-0
Proposed Sampling Schedule & Parameter(s): None at this time.
Have there been any exceedences of the groundwater standards? Yes_NoX
Has any enforcement action been taken? Yes_ No-X- Date of Action: -NIA -
Summary of enforcement action taken: N/A
Remarks/Recommendations (Continue on Reverse, if necessary): Prior to application field check
depth to water table. Issue permit without monitoring. t
(f U-61if q �T
Hyd. egional Supervisor

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
<4cfgef5t 2 V /11j
MRMORANT) ITNi
�R ee t/i i Regional Office
FROM: $aal`Ldy / C-trt<C/CA
SUBJECT: Application for _ Permit Renewal,
New Permit
COMMENTS:
Facility Name: C/ ty j9l 0Cf n h
County: 14/1 rYl >° f
AUG 3 0 1999
FAYETTEVILLE
EEG. OFFICE
(\ PermitAmendatent
Repair/Alteration of Exist. Disposal System (DEHI
Type of Project: I—q nW ��h/i`Gy <Uh //( Re5lVe,,Ct lj-
APPLICABLE PERMIT NO.s: WQ G oO 11
DEH
EPA (CONST. GRANTS)
GW ? 9/S/
ANIMAL WASTE (DWQ)
AtoC
The Groundwater Section has received ONLY ONE (ilfil copy of the referenced permit application. A copy of the
application: should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED N THE REGIONAL OFFICE, PLEASE LET ivlE
KNOW.
The Groundwater Section has received ONLY ONE fllfll copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED N THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents we received is attached.
Please review the application materials for completeness. If you feel additional information is necessaryplease
let me know no later than 9-7— 9 A copy of any formal request for additional infor,mation
will be forwarded to you.
If you do a t nee an}' additional information to complete your review, please provide your final comments
by G% 1 m�ly . If you request and/or receive additional information, your final_ comments
\9-98TRAN.SHL (rev. 9/29/98)

RECEIVE[.
AUG 3 0 1999
R'qY- M T EVILLE
REG. ®i:riC
APPLICATION FOR PERMIT MODIFICATION
LAND APPLICATION OF RESIDUAL SOLIDS
CITY OF DUNN
DUNN, NORTH CAROLINA
NON -DISCHARGE PERMIT NO. WQ0006101
Prepared For:
City of Dunn
Post Office Box 1065
Dunn, North Carolina 28335
Compiled By:
S&ME, Inc. 0 9 ? O
3718 Old Battleground Road
Greensboro, North Carolina 27410 �^ ch�
August 1999 �°
Z-

L
August 16, 1999
N.C. Department of Environment, Health and Natural Resources
J Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27669-1617
Attention: Mr. Kim Colson
Reference: MODIFICATION OF PERMIT NO. WQ0006101
City of Dunn Land Application of Residual Solids Program
S&ME Project No. 1588-96-016
Dear Mr. Colson:
S&ME, Inc. (S&ME) is under contract with Advanced Waste Management Services (AWMS), Inc.
to provide technical assistance associated with the city of Dunn land application of residual solids
program. S&ME, on behalf of the City of Dunn, is requesting to modify the existing non -discharge
permit by 1) adding new acreage, 2) adding the water treatment plant as a source, and 3) amending
the total permitted volume. S&ME wishes to modify the existing non -discharge permit by adding
approximately 426 acres (383.2 net acres) as receiver sites for the land application of residual
solids. These sites are listed as Table 2 of Section V. Table 1 - Section V contains previously
permitted sites, that are requested to remain in the permit. S&ME also requests that the permitted
volumes for land application from the Dunn WWTP and the Dunn WTP be 206 dry tons and 350
dry tons, respectively, for a combined total permitted volume of 556 dry tons annually.
Calculations and support data for this volume are contained in Sections H, III and IV.
S&ME is also requesting that a change be made to the existing permit, dated January 17, 1997. The
requested change is as follows:
1) Under Section VI. GENERAL CONDITIONS Item 4 footnote a. states, "This land
application site is partially covered in soils having a seasonal high water table at depths
ranging from 2.0 to 3.0 feet below land surface. Therefore, no residuals shall be land
applied to this field during the period from December through March, Inclusive." The city
of Dunn requests that this footnote be reviewed and changed to the following restriction,
which has been issued in many recent non -discharge permits for land application. The
request is to replace the footnote "a" explanation with the following statement: "Soil
borings shall be conducted on this field to verify that the apparent water table, at the time of
58ME, Inc. [phone]
3718 Old Battleground Road [phone] fax
Greensboro, North Carolina 27410 [phone] 1 www smeinc.com

Modification of Permit No. WQ0006101
City of Dunn Land Application of Residual Solids Program
S&ME Project No. 1588-96-016
August 16, 1999
application, is greater than three feet below land surface prior to the land application of
residuals." With the restriction written this way, it will allow row crop fields that are being
used for winter small grains to receive residuals during the planting and early crop
establishment months when water table conditions allow. It will also allow row crop'fields
that are being used for corn production, and planted in mid- to late March, to receive
residuals prior to planting, when water table conditions allow. In no case will residuals be
applied when conditions do not allow. With this restriction, contravention of groundwater
standards can be avoided and monitored more closely than the previous restrictions, along
with allowing some flexibility in application periods when conditions allow.
Operating procedures will involve the land application of the City of Dunn Wastewater Treatment
Plant (WWTP) and Water Treatment Plant (WTP) residual solids onto the proposed fields. All land
application activities will be done within agronomic rates in accordance with Permit No.
WQ0006101 and monitored closely by the City of Dunn and AWMS.
Your prompt attention in the review of this permit modification application would be greatly
appreciated. Please contact us immediately if you require additional information or have questions
in the review of the permit modification.
Sincerely,
S&ME, INC.
zz"t- R A/�zx,�,.
Robert P. Willcox, Jr., L.S.S.
Residuals Management Department Manager
RPW/SDB/sbg
�G'6`GC,eSl.
Scott D. Berg
Land Application/Residuals Operator
#22731
Enclosure: Permit Modification Package, $325.00 submittal fee
cc: Mr. Victor Quick, City of Dunn
Project File

TABLE OF CONTENTS
Section No. Title
I MANAGEMENT PLAN
SPILL CONTROL PLAN
APPLICATION RATES
MONITORING
RECORDS
Page No.
11 LAND APPLICATION OF RESIDUAL SOLIDS
APPLICATION FORM
CITY OF DUNN WASTEWATER TREATMENT PLANT
III CALCULATIONS WORK SHEET
CITY OF DUNN WATER TREATMENT PLANT
1
4
5
8
9
IV CALCULATIONS WORK SHEET (Weighted Averages)
COMBINATION OF DUNN WASTEWATER TREATMENT
AND DUNN WATER TREATMENT PLANT
V LISTING OF SITES PREVIOUSLY PERMITTED AND
LISTING OF SITES PROPOSED FOR INCLUSION
PROPOSED MODIFICATION SITES
VI SITE CU 1- DEWAYNE WEEKS FARM
Agronomist/Soil Scientist Report
Field Investigation Sheets
Owner/Operator Agreement Form
Location Map
Topographic Map
FSA Map
NRCS Map
Buffer Map
Field Data Sheet
Surface Water Classifications
Soil Analysis Report

TABLE OF CONTENTS (Cont'd)
Section No. Title
VII SITE HA 4 - DON WELLONS FARM
Agronomist/Soil Scientist Report
Field Investigation Sheets
Owner/Operator Agreement Form
Location Map
Topographic Map
FSA Map
NRCS Map
Buffer Map
Field Data Sheet
Surface Water Classifications
Soil Analysis Report
APPENDICES
APPENDIX A: RESIDUAL SOLIDS ANALYSIS REPORTS
City of Dunn Wastewater Treatment Plant
• Nutrient and Metal Analysis
• TCLP Analysis
• Pathogen and Vector Attraction
Reduction Documentation
City of Dunn Water Treatment Plant
• Nutrient and Metal Analysis
• TCLP Analysis
APPENDIX B: SOIL SERIES DESCRIPTIONS
0

SECTION I
MANAGEMENT PLAN
SPILL CONTROL PLAN
APPLICATION RATES
MONITORING
RECORDS

MANAGEMENT PLAN
The residual solids management program proposes that residual solids from the City of Dunn
Wastewater Treatment Plant (WWTP) and the City of Dunn Water Treatment Plant (WTP) be land
applied to the proposed fields as an agricultural resource at agronomic rates. The residual solids
will be applied to row crops and hay or pasture land at agronomic rates for total or partial
replacement of conventional N and P fertilizers. The actual amount of residual solids applied will
be dependent upon the nutrient requirement of. the specific crop and the nutrient content of the
residual solids.
Residual solids application scheduling will be dependent upon residual solids production, storage at
the respective treatment plant, and the crop management program. On farms utilized for hay and
pasture production, residual solids will be applied in split applications as is normally done when
conventional fertilizers are applied to hay and pasture land. These applications will correspond
prior to grass growth in the spring, after each cutting in the growing season, or whenever most
appropriate. On farms utilized for row crops, residual solids will be applied between crop rotations.
The fields will receive residual solids in an agronomic manner based on requirements listed in
Permit Number WQ0006101. Residual solids will be applied at agronomic rates which are limited
by nitrogen loading rates. Soil pH will be adjusted immediately prior to or during residual solids
application to 6.0, or greater.
Prior to an application event, an application rate will be determined based on a current nutrient
analysis. Representative residual solids samples will be collected prior to the haul period and
composited for analysis. This composite sample will then be delivered to a qualified laboratory
familiar with residual solids analysis and analyzed for ammonia nitrogen, nitrate/nitrite nitrogen, %
total solids, total Kjeldahl nitrogen, phosphorus, potassium, calcium, magnesium, sodium, copper,
zinc, cadmium, chromium, nickel, lead, aluminum, chlorides, sulfate, mercury, arsenic, selenium,
molybdenum and pH. Plant available nitrogen (PAN) will then be calculated from this residual
1

solids analysis. This information will be used to calculate the loading rate for the field and crop.
Once the appropriate application rate has been calculated, the residual solids will be removed from
the respective treatment plant and transported to the site in trucks or tankers adapted for dewatered
or liquid residual solids. For liquid residual solids, the residual solids will be loaded into 6,500 to
7,000 gallon tankers converted to haul liquid residual solids.
The tankers will then travel major traffic routes to the fields whenever possible. Once at the field,
the tanker will proceed to a designated staging area. The residual solids will then be transferred to a
liquid residual solids applicator designed and operated to obtain an even application consistent with
agricultural requirements. AWMS is contracted by the City of Dunn for the residual solids
removal, hauling, and land application and utilizes an AG Chem Terragator 2505 to land apply the
residual solids.
All residual solids will be removed from the staging area by the end of the working day, unless
equipment breakdown or weather prohibits the residual solids application. At the start of each day,
all fields will be inspected by the field superintendent. Equipment will only enter a field when
conditions are appropriate for the application. Residual solids will only be applied when the field is
capable of supporting equipment without extensive rutting. When field conditions are not
appropriate for an application, such as during wet periods, the residual solids will remain at the
W WTP until field conditions are suitable for land application.
Prior to the residual solids operations, the field superintendent and appropriate City of Dunn
personnel will inspect the site. During the field inspection, the field superintendent will note the
standard DWQ buffer zones including: homes, drainage ditches, roads, wells, surface water, and
property boundaries (listed in Table 1 below).
7

On the basis of these standard DWQ buffers for land treatment programs, buffers will be
established in the field. These buffers will be identified in the field by the placement of pin flags.
TABLE 1
DWQ Buffers for Current Permit W00006101
Area Description
Property boundary
Public right of ways
Residences
Places of public assembly
Water supply sources
private
public
Stream, lake or impoundment
Upslope drains or
water diversions
Downslope drains or
water diversions
Groundwater drainage systems
and surface drainage ditches
Application Method
Injection or
Surface
Incorporation
Spreading
-------------------------- feet -----------------------------------------
50
50
50
50
200
400
200
400
100
100
100
100
50
100
10 10
25 25
25 25
3

SPILL CONTROL PLAN
CITY OF DUNN
DUNN, NORTH CAROLINA
In the case of a spill, the following action shall be taken immediately:
Halt the source of the spill: Ruptured line or valve, or damaged tank unit.
2. Contain spill: Use straw bales to form a barrier. Straw hay bales can be obtained from
several sources for this purpose. Soil near the site can also be used to form a barrier for
containment.
3. Clean up: Use residual solids application equipment to recover as much of the material
as possible. After the application equipment has recovered as much material as possible,
it will be land applied as per operation plan. A temporary sump pit may be dug in the
containment area and spilled material washed into it to enhance recovery.
4. Final Clean up: Any unrecoverable material will be washed from the road surface and
incorporated into an adjacent tillable area.
5. Notification: As soon as possible after a spill occurs notify:
A. Water Treatment Plant [phone]
B. Department of Environment and Natural Resources
Fayetteville Regional Office at (910) 486 - 1541
C. Hamett County Sheriffs Department and/or
Cumberland Co. SherrifPs Department
D. Fire Department if assistance is required for washdown
E. S&ME, Inc. [phone]
6. Management of clean up efforts: The field superintendent shall take immediate charge
of the clean up activities. Additional labor will be requested from the treatment plant and
other departments as needed.
Reporting: Within 24 hours of a spill the field superintendent shall present a written
report detailing the cause of the spill and all action taken in response to the spill.
4

APPLICATION RATES
The residual solids application rate will be based on the plant available nitrogen (PAN) requirement
for the crop and the PAN content in the residual solids. The PAN requirement for the specific crop
will be derived from limits in current Permit No. WQ0006101 (Table 2). Crops typically grown in
the Harnett and Cumberland Counties area are coastal bermuda, small grains, soybeans, corn,
fescue and cotton.
Crop
TABLE 2
Plant Available Nitrogen (PAN) Limits for Crops
Commonly grown in Harnett and Cumberland Counties
based on Permit No. WQ0006101
Pan Recommendations
lbs/ac.
Bahiagrass
150
Coastal bermuda
350
Small grain
100
Soybeans
200
Corn (grain)
160
Corn (silage)
200
Fescue
250
Cotton
70
Soybeans are able to fix NZ as NH, in a symbiotic relationship with a nitrogen fixing bacteria.
However, soybeans will utilize nitrogen if it is applied in a plant available form. Based on the
existing permit the application rate for soybeans shall not exceed 200 pounds of PAN per acre.
5

The PAN content of the residual solids will be based on total Kjeldahl nitrogen (TKN), ammonium -
nitrogen (NHa N), nitrate -nitrogen (NO; N), nitrite nitrogen (NOZ N) content, and the
mineralization of organic N into inorganic N. Most of the nitrogen in the residual solids is in an
organic form. As the residual solids are incorporated into the soil, the soil microorganisms utilize
the residual solids as an energy and nutrient source. In the process, a portion of the organic N is
mineralized or biologically converted into inorganic N.
Various environmental factors such as temperature, moisture, and carbon to nitrogen ratio will
affect the mineralization rate. Typical mineralization factors range from 0.2 to 0.4. A
mineralization rate of 0.30 has been selected for the WWTP residual solids because of the aerobic
digestion process. The PAN application rate will be calculated based on the mineralization rate,
TKN, NH4-N, N0; N, NO2 N content, and method of application. Residual solids which are
injected into the soil typically retain a large portion of the NH3 gas which is found in the residual
solids or is converted from the NH4-N form. However, when the residual solids are surface applied
, I to hay or fallow row crop fields, a large portion of the NH; N is volatilized and lost as a nutrient for
crop uptake. The actual plant available nitrogen content for equal residual solids is less when the
residual solids are surface applied compared to when the residual solids are injected into the soil
and the NH; N gas is trapped by the soil. To reflect the lower PAN content for surface applied
residual solids due to the volatilization of NH3 N gas, the portion of NH,-N in the residual solids
contributing to the PAN is reduced by 50%.
The PAN content of the residual solids is then calculated for injected and surface applications as
follows:
A. PAN injected = 0.30 (TKN - NH4-I) + NHQ N + NO,--N + NO2 N
B. PAN surface applied = 0.30 (TKN - NH4-N) + 0.5 (NH4 N) + N0; N + NOZ N
where:
0.30 = mineralization factor (aerobically digested residual solids)
0

TKN = Total KjeldaW Nitrogen
NH, N = Ammonium nitrogen
NO; N = Nitrate nitrogen
NOZ N = Nitrite nitrogen
0.5 = Volatilization factor
PAN Applied = (gal/ac)(8.341b/gal)(% Solids)(% PAN)
7

MONITORING
The residual solids and soil will be sampled at specific intervals to insure the beneficial utilization
for agricultural production. Residual solids samples will be obtained for each land application
event. The residual solids samples will be collected and delivered to a laboratory qualified to
analyze residual solids and is familiar with routine environmental sample preparation and
standards.
A residual solids analysis will be conducted for, but not limited to, the following parameters, %
total solids, chlorides, phosphorus, lead, copper, cadmium, sodium, total Kjeldahl nitrogen, nitrate
nitrogen, nitrite nitrogen, aluminum, magnesium, sulfate, potassium, zinc, nickel, chromium,
calcium, ammonia nitrogen, arsenic, mercury, selenium, molybdenum and pH. Annual TCLP
analysis for regulatory compliance will also be conducted.
Once each year, the fields will be sampled for routine soil fertility and lime requirements.
Although the soil samples will likely be collected in the fall or winter seasons, the soil samples may
also be collected between croppings. Once the soil samples are collected, the soil samples will be
delivered to either the North Carolina Department of Agriculture -Agronomic Division or A & L
Eastern Agricultural Laboratories, Inc. for routine soil analysis.
E

RECORDS
Records pertinent to the successful management of the land applications program will be
maintained for the benefit of the landowner, DWQ, the City of Dunn, and the contractor. Each year
an annual summary of the activities of the program will be prepared and delivered to the
appropriate agencies and participants on or before the 1st of March. The annual summary will
include:
1. A) Source of residual solids
B) Date of residual solids application
C) Location of residual solids application (field number)
D) Method of application
E) Weather conditions
F) Soil conditions
G) Type of crop or crop to be grown on field
H) Volume of residual solids applied in gallons/acre and dry tons/acre
1) Annual and cumulative totals of dry tons/acre of residual solids, annual and
cumulative pounds/acre of each heavy metal (which shall include, but not be
limited to lead, nickel, cadmium, copper, zinc,.aluminum, arsenic, chromium,
mercury, selenium, and molybdenum), annual pounds/acre of plant available
nitrogen (PAN), and annual pounds/acre of phosphorus applied to each field
2. A representative annual soil analysis which will include the following parameters:
standard soil fertility test, % base saturation, phosphorus, potassium, lead', zinc,
magnesium, pH, manganese, cation exchange capacity, sodium, nickel', cadmium',
copper, arsenic, mercury', molybdenum', selenium' and calcium.
3. A minimum of annual residual solids analysis which will include the following
parameters: % total solids, chlorides, phosphorus, lead, copper, cadmium, sodium,
total nitrogen, nitrate nitrogen, nitrite nitrogen, aluminum, magnesium, sulfate,
potassium, zinc, nickel, chromium, calcium, ammonia nitrogen, arsenic, mercury,
selenium, molybdenum and pH.
Soil analysis for these parameters shall be conducted once prior to permit renewal on each site which has received
sludge during the permit cycle.
0

SECTION II
LAND APPLICATION OF RESIDUAL SOLIDS APPLICATION FORM
CITY OF DUNN WASTEWATER TREATMENT PLANT

1
CITY OF DUNN WWTP LARS
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management z
Non -Discharge Permit Application Form -xi
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) G
LAND APPLICATION OF RESIDUAL SOLIDS `� �o <
This application is intended for facilities which are will be regulated under 40 CFR lrt 500 n d
7 �
(Ll �
I. GENERAL INFORMATION
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
City of Dunn, North Carolina
2. Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Carl G. Dean. City Manaeer
3. Mailing address: P.O. Box 1065
City: Dunn State:
Telephone: [phone]
4. Application Date: August 1999
North Carolina Zip: 28335
5. Fee Submitted: $ 325.00 [The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
6. Specify whether these residuals will be land applied to: X agricultural lands, _forest, _public contact sites,
_reclamation sites; (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the "DISTRIBUTION OF RESIDUAL SOLIDS" should be completed rather than this application.)
7. If the alternative for residual disposal consists of "surface disposal" as defined under 40 CFR Part 503, please complete the
application titled "SURFACE DISPOSAL OF RESIDUAL SOLIDS." Please identify if there is any storage of residuals in a
surface impoundment or disposal thru landfilling. Explain:
8. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify.the number of acres on
which residual solids are to be land applied under the authority of this permit:
Proposed in this application: 383.2 (application) acres; total (current and proposed): 852 (application) acres
9. County(ies) where residuals will be land applied: Harnett and Cumberland (see Section
II. PERMIT INFORMATION
1. Application No. (will be completed by DEM):
2. Specify whether project is: new; renewal *; X Modification
* For renewals, complete all sections included in the application, in addition, please submit updated cumulative loadings
for the ten (10) pollutants and updated owner's agreement for each site.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number W00006101 and its issue date January 17, 1997
FORM: LARS 02195 Page l of 18

CITY OF DUNN W WTP LARS
III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. Name of facility where residuals are generated or prepared : City of Dunn W WTP
2. Facility permit number: NC0043176 facility permit holder: City of Dunn
3. Specify whether facility in Section III.1 is owned by:_ federal; _ private; _state; X local government.
4. Specify facility design flow: 3.75 MGD; facility average daily flow: 2,5 MGD;
I Type of residual storage: Digestor and Holding Tank
- Volume of residual storage: Digestor = 125,000 Holding Tank = 500,000
Length of residuals storage at facility: 150 days (the Division requires a minimum 30 days storage in units that are
separate from treatment system, i.e. not in clarifiers, aeration basins, etc.);
Maximum storage time of residuals between application events: 150 days.
I
_ Estimated volume of residuals: 206 (dry tons/yr.);
5. Are there any other storage facilities, other than the above, currently on site: _Yes; X No.
If Yes, please identify:
6. Facility contact (person familiar with residuals preparation): Victor Quick
7. Facility contact's telephone number: ( 910 )897-5129
8. Location of treatment facility: North Carolina State; Hamett County
' 9. Mailing address: P.O. Box 1065
Dunn, North Carolina 28335
i
10. Latitude: N 350 17' 47.5" Longitude : W 780 38' 14.2"
E 11. Specify the source of the residuals: X treatment of domestic wastewater;_treatment of industrial wastewater;
i — other (explain):
Attach an explanation of either the treatment process, manufacturing process, or how the waste is generated. Provide full
{ And complete details of the entire process.
12. Does the facility which generates the residuals have an approved pretreatment program? Yes; X No.
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under 40
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as "Class
I_ I" by the appropriate federal or State authority).
IV. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
1. Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility with industrial
contribution or active pretreatment program and from any other treatment facility with wastewater sources that include
industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? _ Yes: X No. If Yes,
List the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.31-261.33? _Yes; X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
Note: If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure Analyses) are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is by
definition a Hazardous Waste. Chemical analyses must be made to Minimum Detection Levels.
FORM: LARS 02/95 Page 2 of 18

CITY OF DUNN W WTP LARS
PPM
PPM
Arsenic
5.0
Barium
100.0
Benzene
0.5
Cadmium
1.0
Carbon tetrachloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
o-Cresol
200.0
m-Cresol
200.00
p-Cresol
200.0
Cresol
200.00
2,4-D
10.0
1,4-Dichlorobenzene
7.7
1,2-Dichloroethane
0.5
1,1 -Dichloroethylene
0.7
2,4-Dininotoluene
0.13
Endrin
0.02
Heptachlor ( and its hydroxide)
0.008
Hexachlorobenzene
0.13
Hexachloro-1,3-butadiene
0.5
Hexachloroethane
3.0
Lead
5.0
Lindane
0.4
Mercury
0.2
Methoxychlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.0
Selenium
1.0
Silver
5.0
Tetrachloroethylene
0.7
Toxaphen
0.5
Trichlorcethylene
0.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0
2,4,5-TP (Silvex)
1.0
Vinyl chloride
0.2
pH (2:1 vol. / wt): >2.0s.u. - <12.5 s.0
NOTE: IF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE, AS
NOTED IN EITHER "A" OR `B" ABOVE, A PERMIT CANNOT BE ISSUED FOR THAT
RESIDUAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS APPLICATION.
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive enough to
completely characterize the residual and must be based upon a review of the process that generates the material. If the facility that will
generate the residual is not yet in operation, the characterization must be based on similar existing facilities and projection based on the
type of facility. The analysis must include a minimum of the following parameters and any other known and suspected contaminants
that are tributary to the system.
Arsenic
Molybdenum
Cadmium
Nickel
Chromium
Selenium
Copper
Zinc
Lead
Aluminum
Mercury
Ammonia -Nitrogen
Calcium
Phosphorus
Magnesium
Potassium
Nitrate -Nitrite Nitrogen
Sodium
%Total Solids
TKN
pH
Plant Available Nitrogen
(by calculation)
3. Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mg/kg)
Dry Weight Basis
Arsenic
75
2.31
Cadmium
85
1.70
Chromium
3000
54.00
Copper
4300
497.00
Lead
840
68.00
Mercury
57
2.47
Molybdenum
75
8.00
Nickel
420
21.00
Selenium
100
2.98
Zinc
7500
434.00
See Appendix
FORM: LARS 02/95 Page 3 of 18

CITY OF DUNN W WTP LARS
V. PATHOGEN AND VECTOR ATTRACTION REDUCTION INFORMATION (attach additional pages for additional
sources of residuals): Reference Appendix A
1. In accordance with 40 CFR Part 503, a residual cannot be land applied if it does not meet one of the following alternatives
for Class B pathogen reduction.
bl Please specify a, b1, b2, b3, M, b5 or c from below (submit all lab analysis, test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal coliforms during each
monitoring period. The geometric mean of the densities of these samples will be calculated and should be less than
2,000,000 most probable number per gram of total dry solids, or less than 2,000,000 Colony Forming Units per gram
of total dry solids.
` I b. the residuals must be treated by one of the following "Process to Significantly Reduce Pathogens" (PSRP).
1. Aerobic Digestion - residuals are agitated with air or oxygen to maintain aerobic conditions for a specific mean cell
_ residence time and temperature between 40 days at 20°C and 60 days at 15°C.
2. Air Drying - residuals are dried on sand beds or on paved or unpaved basins for a minimum of three months.
During two of the three month, the ambient average daily temperature is above 0°C.
3. Anaerobic Digestion - residuals are treated in the absence of air for a specific mean cell residence time and
temperature between 15 days at 35°C to 55°C and 60 days at 20°C.
4. Composting - using either the within -vessel, static aerated pile, or windrow composting methods, the temperature
of the residuals is raised to 40°C or higher for five days. For four hours during the five days, the temperature in
the compost pile exceeds 55°C.
5. Lime Stabilization - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two hours
of contact.
c. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce Pathogens" (PSRP),
as determined by the permitting authority, based on an evaluation of the recommendations provided by the Pathogen
Equivalency Committee.
2. In addition, when residuals are being land applied, at least one of the following vector attraction reduction requirements (a,
b, c, d, e, f, g, h, i, orj) described below must be met.
a Specify the letter(s) of the vector attraction reduction requirement that have been met (submit lab results, test
results and calculations). Any variation of the below must be described in full detail and attached.
a. Aerobic or Anaerobic Digestion - The mass of volatile solids are reduced by at least 38%. Volatile solids reduction is
measured between the residuals, prior to stabilization, and the residuals ready for use or disposal. This criterion should
be readily met by properly designed and operated anaerobic digestors, but not as readily met by aerobic digesters.
Treatment facilities with aerobic digesters may need to meet the vector attraction reduction requirement through 18c or
18d.
b. Anaerobic Digestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
-- demonstrated by further digesting a portion of the previously digested residuals in a bench scale unit for an additional
40 days at 30°C to 37°C. If, at the end of the 40 days, the volatile solids are reduced by less than 17%, vector
attraction reduction is achieved.
c. Aerobic Digestion -If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be demonstrated
by further digesting a portion of the previously digested residuals that have a solids content of 2% or less in a bench
scale unit for an additional 30 days at 20°C. If, at the end of the 30 days, the volatile solids are reduced by less than
15%, vector attraction reduction is achieved.
d. Aerobic Digestion - The specific oxygen uptake rate (SOUR) shall be equal to or less than 1.5 milligrams of oxygen
per hour per gram of total dry solids at 20°C.
e. Aerobic Processes - The temperature of the residuals for at least 14 days shall be greater than 40°C. During this time,
the average temperature shall be greater than 45°C.
f. Alkaline Stabilization - The pH of the residuals is raised to 12 or higher by alkali addition and, without the addition of
' more alkali, remains at 12 or higher for 2 hours and then at 11.5 or higher for an additional 22 hours.
FORM: LARS 02195 Page 4 of 18

CITY OF DUNN WWTP LARS
g. Drying (stabilized solids) - The total solids of residuals that do not contain unstabilized solids, and which are generated
in a primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other materials is not
allowed to achieve the total solids percentage.
h. Drying (unstabilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated in
-- a primary wastewater treatment process, shall be equal to or greater than 90%. Blending with other materials is not
allowed to achieve the total solids percentage.
i. Injection - Liquid residuals are injected below the land surface, with no significant amount of residuals present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours after being discharged from the pathogen treatment process.
j. Incorporation - Residuals that are surface land applied shall be incorporated into the soil within 6 hours of
application, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be incorporated
within 8 hours after discharge from the pathogen treatment process.
VI. RESIDUALS TRANSPORT AND APPLICATION:
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)?
Reference Management Plan Section I
2. What type of equipment will be utilized for land application?
Reference Management Plan Section I
3. How will the application of the residual be controlled to ensure that there is proper distribution over the site?
-- Reference Management Plan Section I
4. Will the land application operation utilize a contractor who specializes in Residuals Management or will the permittee
manage the program? X Contractor; _ Permittee. If a contractor is utilized, provide the name of the firm, a
Contact, address, and telephone number: Advanced Waste Management Services, Inc.
608 Dunn Road Contact: William Toman
Fayetteville, North Carolina [phone]
I�
VII.SITE EVALUATION AND RECOMMENDED LOADING RATES:
1. The following sites are to be used for land application under this permit application [please attach map(s), see La.]:
Application Area [acres] Maximum Slope
Site No. County Owner/Lessee (Excluding buffers) (in percent)
See Sections VI and VII of this application
Note: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along
with the information listed below:
a. A vicinity map must be attached. This map must show the location of each site in relation to at least two
geographical references and major intersection (numbered roads, named streams/rivers, etc.).
FORM: LARS 02/95 Page 5 of 18

CITY OF DUNN W WTP LARS
b. For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres.
This map must be drawn to scale with topographical contour intervals not exceeding ten feet of 25% of total site relief
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways
and all dwellings within 500 feet of the land application areas; and all buffers.
Note: At least the following buffers must be maintained. If residuals are sprayed on the sites, larger buffers may be
required:
1. 400 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for surface residual application,
._- 200 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B,
waters classified as SA or SB and any Class I or Class II impounded reservoir used as a source of drinking water.t
3. 100 feet between any surface residual application area and any stream, lake, river, or natural drainage way,
50 feet between any subsurface residual injection area and any stream, lake, river, or natural drainage way. f
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if the
original permit was issued with the buffer distance to property line as 100 feet, updated
maps must be submitted and new acreage delineated for the buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water diversions (upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water diversions (downslope).
7. 25 feet between the disposal area and any groundwater lowering and surface drainage ditches.
f SPECIFY THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE
THE ATTACHED INFORMATION SHEET (PAGE 9 OF 18) TO OBTAIN THIS INFORMATION.
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soil
scientist) which addresses soil color; the depth, thickness and type of restrictive horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and cation
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration,
using predictive calculations or modeling methods acceptable to the Director of the Division of Environmental
-- Management, that the use of this site will not result in the contravention of classified groundwater standards as contained in
NCAC 2L .0200. In no case shall the separation be less than one foot. This report must be signed by the soil
scientist and submitted with application.
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning cover
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other contaminant known to be in the residual. A part of the agronomist's recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when they should be grown and how they should be
harvested and marketed. This report must be signed by the agronomist and submitted with application.
4. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with
any other significant parameter that has been shown to be contained in the residual:
Standard Soil Fertility Test (which includes): pH
Phosphorus
Potassium
Acidity
Calcium
Manganese
Magnesium
Zinc
Copper
% Humic Matter
Sodium
Cation Exchange Capacity
Base Saturation (by calculation)
And the following Metals: Arsenic
Lead
Nickel
Cadmium
Mercury
Selenium
Chromium
Molybdenum
5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in the
attachment titled,"Calculations Work Sheet" (beginning on Page 11 of 18). If more than one residual is to be covered by
this permit, additional worksheets must be attached.
FORM: LARS 02195 Page 6 of 18

CITY OF DUNN WWTP LARS
VIII. GENERAL INFORMATION:
1. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, including
cover letters must be submitted or the application package will be returned as incomplete.
2. Please explain how access to the land application sites, by both people and animals, will be controlled following the
application of residuals: Existing fences will be used to control animals. Landowners will limit human access.
a. Animals shall not be grazed on the land application sites within 30 days after the application of residuals.
b. Appropriate measures must be taken to control public access to the land application sites during the active site use and
for 12 months following the last application event. Such controls may include the posting of signs indicating the
activities being conducted at the site.
3. Please explain the procedures that will be used to establish and maintain the buffers during the application process (i.e. will
the sites be flagged): Pin flags will be used.
4. Please attach an executed "Agreement For the Land Application of Residuals to Private Lands" for each land application
site that is not owned by the applicant. A copy of the DEM approved form is attached. If the applicant wishes to use a
different form or a modified form, prior approval must be received from DEM.
( 5. Each application site must be assigned a site identification number.
6. Attachments may be utilized to provide the information that is requested in this application form; however, if attachments
' are utilized, their location should be so indicated on the application form. All attachments must be numbered to correspond
to the individual parts of the application that require the attachment. If the attachments are part of a larger document, a
table must be provided that lists the locations of the required information.
_ Applicant's Certification:
I, Carl G. Dean attest that this application for Land application of residuals from the City
of Dunn W WTP and WTP
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: LARS 02/95 Page 7 of 18

CITY OF DUNN W WTP LARS
Instructions:
Processing of this application will not be initiated until five (5) copies of all of the following
items have been submitted in addition to five (5) copies of the completed application form. If
any of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES X or NO
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
features, and any surface waters?
YES X or NO
3. Is a vicinity map enclosed which clearly indicates the project's location with respect to
State roads and named Surface waters?
YES X or NO
4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure,
b) depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES X or NO
_ 5. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES X or NO
6. Is the Crop Management Plan included in the application package?
YES X or NO
7. Has the Land Owner's agreement been completed and signed?
YES X or NO
8. Appropriate fee in accordance with 15A NCAC 211.0205(c)(5)-(eff February 1, 1993):
New Applications, Modifications or Late Renewals $325.00
Timely Renewals without Modifications $250.00
YES X or NO
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be
included as a part of the application package.
FORM: LARS 02l95 Page 8 of 18

CITY OF DUNN W NTP LARS
This form must be completed by the appropriate Regional Office and included with the
submission of the application package.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land application activities will be
located, you are required to submit this form, with items 1 through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you
must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
subject surface waters. You must identify the location of the facility and the closest downslope surface waters
(waters for which you are requesting the classification) on the submitted map copy. The application may not
be submitted until this form is completed and included with the submittal.
1. Applicant (please specify the name of the municipality, corporation, individual, or other):
City of Dunn, North Carolina
2. Name and Complete Address of Applicant:
P.O. Box 1065
City: Dunn State: NC Zip: 28335
Telephone Number: [phone]
3. Project Name: City of Dunn Land Application Program
14. Volume of residuals to be land applied: 556 dry tons per year
5. Name of closest surface waters:
6. County(s) where land application site is located: Harnett
7. Map name and date:
8. Applicant Signature: Scott D. Berg, Agent for City of Dunn
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities
Will occur, as identified on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
Date:
FORM: LARS 02/95 Page 9 of 18

CITY OF DUNN WWTP LARS
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodbin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Hamett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beauport
Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gats
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Mecklenburg
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Regional WQ Supervisor
127 Cardinal Drive Extension
Wihnington,NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: LARS 02/95 Page 10 of 18

CITY OF DUNN WWTP LARS
CALCULATIONS WORK SHEET
i
- This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
A. List the specific residual that is covered by these calculations (place or process of origin)
City of Dunn W WTP
L.
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.34 lbs./gallon
I produced annually too
_i 2,000 lbs./ton
Total Dry Tons = * _ * 8.34 lbs./gallon
100
2,000 lbs./tan
= 206 DryTons per year
If the quantity of residual will vary significantly or if there will be,a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made up of the various
I parameters:
% Total Solids = 3.34 Reference Appendix A
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
= % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
= lbs./dry ton
Arsenic
=
x 0.002
= 0.005
Cadmium
=
x 0.002
= 0.003
Chromium
=
x 0.002
= 0.108
Copper
=
x 0.002
= 0.994
Lead
=.
x 0.002
= 0.136
Mercury
=
x 0.002
= 0.005
Molybdenum
=
x 0.002
= 0.016
Nickel
=
x 0.002
= 0.042
Selenium
=
x 0.002
= 0.006
Zinc
=
x 0.002
= 0.868
Ammonia-N
=
x 0.002
= 33.000
Calcium
=
x 0.002
= 17.200
Magnesium
=
x 0.002
= 6.000
NO3-NO2-N
=
x 0.002
= 0.130
Phosphorus
=
x 0.002
= 38.200
Potassium
=
x 0.002
= 9.800
Sodium
=
x 0.002
1= 5.800
TKN
=
x 0.002
1= 144.400
' FORM: LARS 02195 Page 11 of 18

_ CITY OF DUNN W WTP LARS
C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
Mg/Kg-DRY WEIGHT
TKN
72,200
AMMONIA-N
16,500
NO3-NO2-N
65.00
1. Mineralization Rate (MR) 30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater treatment
residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 40%
Aerobically Digested Residuals 30%
- Anaerobically Digested Residuals 20%
Composted Residuals 10%
(If the default values are used, attach an explanation as to why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the Mineralization
Rate [MR] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) X (TKN - NH3)] + .5 X (NH3) + (NO3-NO2-N)
PAN = [ .30 X ( 72,200 - 16,500 )] +.5X ( 16,500 ) + 65
PAN = 25,025 PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN - NH3)] + (NH3) + (NO3-NO2-M
PAN = [ .30 X ( 72,200 - 16,500 )] + ( 16,500 ) + 65
PAN = 33,275 PPM DryWeight
3. Total PAN to be land applied per year (Surface application)
Total dry tons of residual to be land applied per year: 206
Total PAN in pounds = (PAN in mg/kg Dry Weight) X 2000 Pounds / Ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) X 0.002
= 50.05 Pounds/Dry Ton/Year (Surface)
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
r 1 = 50.05 X 206
= 10,310 Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted PAN
for at least five years (Syr. PAN + current PAN x 206 DT/Year)
The maximum adjusted annual PAN is 14,787 Pounds/Year. (50.05 + 21.73) 206
See Page 12a
FORM: LARS 02/95 Page 12 of 18

S&ME, Inc.
Greensboro, North Carolina
RESIDUAL PAN CALCULATION
_ City of Dunn
TKN= 72,200 mg/kg
NH3= 16,500 mg/kg
NO3-NO2-N= 65 mg/kg
-- Min Rate= 0.30
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO21 * 0.002
- 0.30 55,700 8,250 65.00
PAN= 50.05 LBS/DT
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= Imin.rate (1st year org. - N 2nd year min. - N] * 0.002
0.15 55,700 16,710
{ ! PAN= 11.70 LBS/DT remaining from 1st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N] * 0.002
0.08 38,990 5,849
PAN= 5.30 LBS/DT remaining from 1 st year application
4TH YEAR RESIDUAL PAN
PAN= Imin.rate (3rd year org. - N 4th year min. - N] * 0.002
0.05 33,142 2,651
PAN= 3.05 LBS/DT remaining from 1st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N] * 0.002
0.03 30,490 1,525
PAN= 1.68 LBS/DT remaining from 1st year application
Lr
Residual PAN from years 2 thru 5 after the initial application = 21.73 Lbs/Pan/DT
Page 12a

CITY OF DUNN W WTP LARS
4. Crop information on nitrogen uptake per year
Crop(s)
Alfalfa
Bermuda Grass (Hay, Pasture)
Blue Grass
Com (Grain)
Com (Silage)
Cotton
Fescue
Forest (Hardwood & Softwood)
Milo
Small Grain (Wheat, Barley, Oats)
Sorghum, Sudex (Pasture)
Sorghum, Sudex (Silage)
Soybeans
Timothy, Orchard, & Rye Grass
Coastal Bermuda
(Division Recommendations)
PAN (Ibs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
350
(Provide for the Crops Specified)
PAN (Ibs./acre/year)
200
Please provide the basis for the uptake rates used if different than Division Recommendation:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total pounds of plant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
= 14,787/100
120
200
70
250
75
100
100
180
220
200
200
350
Minimum acres needed based on most restrictive PAN = 147 acres
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
If there are various crops that will only be utilized for certain sites, please attach the calculations for each site and determine
the total needed acres using the format outlined below.
D. Calculate the Sodium Adsorption Ratio (SAR)
("This section must be completed in mg/l, to convert: mg/kg X % solids [as a decimal] = mg/I **)
SAR = Na Milli Equivalent + [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)]"
CONCENTRATION (mg/1) + Equivalent Weight = Milli Equivalents of Ion
SODIUM (Na) 96.86 (mg/1)
CALCIUM (Ca) 287.24 (mg/1)
MAGNESIUM(Mg) 100.2 (mg/1)
SAR = 1.250
23 = 4.211
20 = 14.362
12 = 8.350
See Page 13a
FORM: LARS 02195 Page 13 of 18

SAR
Page 13a

CITY OF DUNN W WTP LARS
If calculation sheets are being completed for more than one residual or site, please attach a
summary sheet that brings the results of all the calculations sheets to one point.
E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the site
can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the most
restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons or residuals to be land applied
annually. Therefore, in the table below the Tons of Residuals to be Applied/Acre/Year will be calculated as:
1. Most restrictive crop based on the plant available nitrogen (PAN) requirement: Small Grains
Associated plant available nitrogen (PAN) requirement: 100 (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 147 acres
1 3. Dry Tons of Residuals to be land applied per year: 206 dry tons per year
4. Tons of Residuals to be Applied/Acre/Year = Dry Tons/Year of Residuals to be land aoolied
Minimum number of acres required for land application
Tons of Residuals to be Applied/Acre/Year = 1.40
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and explain:
Tons of Residuals to be Applied/Acre/Year (different from above) _
Explanation: Note: For crops in the permit that have a higher nitrogen uptake rate increased loadings can be agronomically
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per
Acre per Year
lbs./dry ton of each
pollutant
(as found in Part B
above)
Projected
Pounds to be
Applied/Acre
[Year
Allowable Lifetime
Pollutant Loadings
(lbs./acre)
Site Life
(Years)
Arsenic
1.40 *
.005 =
.007
36
= 5,142
Cadmium
1.40 *
.003 =
0.004
34
= 8,500
Chromium
1.40 *
.108 =
0.151
2,677
= 17,728
Copper
1.40 *
.994 =
1.3916
1,338
= 961
Lead
1.40 *
.136 =
.1904
267
= 1,402
Mercury
1.40 *
.005 =
.007
15
= 2,142
Nickel
1.40 *
.042 =
.0588
374
= 6,360
Selenium
1.40 *
.006 =
.0084
89
= 10,595
Zinc
1.40 *
.868 =
1.2152
2,498
= 21055
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
The Limiting Pollutant is Copper
The Site Life is 961 years.
FORM: LARS 02/95 Page 14 of 18

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee:
Contact Person: See Sections V and VI of this Application
Address of Permittee:
List of wastewater residuals to be applied to these lands:
Site ID Number:
Field Number:
_ Location of Land to be used for residual application (include map for each site):
Owner of Property used for residual application:
Lessee of Property (if appropriate):
Land use or cropping patterns:
Intended use or disposition of crops:
i_
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location shown as
t _ described herein in accordance with the restrictions and stipulations as given below. The landowner or his representative
receives, in consideration, full use of the nutrient value of the applied residuals while the Permittee receives, in
consideration, the use of the land described above for the disposal of wastewater residuals. This agreement shall remain
_ in effect for the length of the Division of Environmental Management land application permit and shall be renewed each
time the land application permit is renewed. The undersigned land owner or his representative and the Permittee agree to
abide with the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner's Agreement.
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
FORM: LAORS 02/95 Page 15 of IS

STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual
application and to establish monitoring facilities on or near the application site as required by the
residual land application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health, and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior
to commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee will provide each landowner or his representative with information and data
concerning the program for land application of residuals to privately owned lands which includes
an analysis of constituents of the residual, residual application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for residual application.
The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application.
Residuals may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is
also applied to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
The landowner or his representative will inform the Permittee of any revisions or modifications to
the intended use and cropping patterns shown above prior to each planting season to enable the
Permittee to amend this Agreement and schedule applications at appropriate periods. Within the
limits of the NCDEHNR-DEM permit, the owner or his representative and the Permittee will
determine residual application rates and schedules based on crop patterns and the results of soil
samples.
Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee
or Land Owner (Lessee) prior to and during application.
FORM: LAORS 02/95 Page 16 of 18

12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the
terms and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
i_ provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following
the residual application. Application sites that are to be use for grazing shall have fencing that will
be used to prevent access during these periods after each application.
_ 16. Prior to a transfer of land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner
that gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and 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; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals
specified by this permit, is prohibited.
Land Owner: Operator:
Address: Address:
Phone No.: Phone No.:
I` FORM: LAORS 02/95 Page 17 of 18

I, , have read this land owner's agreement and do
hereby grant permission to the Permittee to apply sludge/residual to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA,
9
I, the undersigned Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of 19
NOTARY PUBLIC
My commission expires
SEAL:
I, have read this land owner's agreement and do
hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee
Date
I, J. Gary Steele have read this land owner's agreement and do hereby
agree to abide by the stipulations and restrictions as specified herein.
Permittee
Date
FORM: LAORS 02/95 Page 18 of 18

SECTION III
CALCULATIONS WORK SHEET
CITY OF DUNN WATER TREATMENT PLANT

III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. Name of facility where residuals are generated or prepared : City of Dunn WTP
2. Facility permit number: NC0078955 facility permit holder: City of Dunn, NC
3. Specify whether facility in Section III.1 is owned by:
4. Specify facility design flow:
Type of residual storage: Lagoon
Volume of residual storage: 1,000,000 Gallons
federal; _ private; _state; X local government.
MGD; facility average daily flow: 3.28 MGD;
Length of residuals storage at facility: 240 days (the Division requires a minimum 30 days storage in units that are
separate from treatment system, i.e. not in clarifiers, aeration basins, etc.);
Maximum storage time of residuals between application events:_days. (Never Applied)
Estimated volume of residuals: 350 (dry tons/yr.);
5. Are there any other storage facilities, other than the above, currently on site: _Yes; X No.
If Yes, please identify:
6. Facility contact (person familiar with residuals preparation): Victor Quick
7. Facility contact's telephone number: [phone]
8. Location of treatment facility: North Carolina State; Harnett County
9. Mailing address: P.O. Box 1065
Dunn, North Carolina 28339
10. Latitude: N 350 19' 27.0" Longitude: W 780 41' 20.6"
11. Specify the source of the residuals:_ treatment of domestic wastewater;_treatment of industrial wastewater;
X other (explain): Alum Residuals from water treatment.
Attach an explanation of either the treatment process, manufacturing process, or how the waste is generated. Provide full
And complete details of the entire process.
12. Does the facility which generates the residuals have an approved pretreatment program? Yes; X No.
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under 40
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as "Class
I" by the appropriate federal or State authority).
IV. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
1. Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility with industrial
contribution or active pretreatment program and from any other treatment facility with wastewater sources that include
industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? _ Yes; X No. If Yes,
List the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.31-261.33? _Yes; X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
Note: If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure Analyses) are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is by
definition a Hazardous Waste. Chemical analyses must be made to Minimum Detection Levels.
Form: LARS 02/95 Page 2 of 18

DUNN WTP
PPM
PPM
Arsenic
5.0
Barium
100.0
Benzene
0.5
Cadmium
1.0
Carbon tetrachloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
o-Cresol
200.0
m-Cresol
200.00
p-Cresol
200.0
Cresol
200.00
2,4-D
10.0
1,4-Dichlorobenzene
7.7
1,2-Dichloroethane
0.5
1,1-Dichloroethylene
0.7
2,4-Dinitrotoluene
0.13
Endrin
0.02 '
Heptachlor ( and its hydroxide)
0.008
Hexachlorobenzene
0.13
Hexachloro-1,3-butadiene
0.5
Hexachloroethane
3.0
Lead
5.0
Lindane
0.4
Mercury
0.2
Methoxychlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.0
Selenium
1.0
Silver
5.0
Tetrachloroethylene
0.7
Toxaphen
0.5
Trichloroethylene
0.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0
2,4,5-TP (Silvex)
1.0
Vinyl chloride
0.2
pH (2:l vol. / wt): >2.0s.u. - <l2.5 s.0
NOTE: IF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE, AS
NOTED IN EITHER "A" OR `B" ABOVE, A PERMIT CANNOT BE ISSUED FOR THAT
RESIDUAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS APPLICATION.
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive enough to
completely characterize the residual and must be based upon a review of the process that generates the material. If the facility that will
generate the residual is not yet in operation, the characterization must be based on similar existing facilities and projection based on the
type of facility. The analysis must include a minimum of the following parameters and any other known and suspected contaminants
that are tributary to the system.
Arsenic
Molybdenum
Cadmium
Nickel
Chromium
Selenium
Copper
Zinc
Lead
Aluminum
Mercury
Ammonia -Nitrogen
Calcium
Phosphorus
Magnesium
Potassium
Nitrate -Nitrite Nitrogen
Sodium
%Total Solids
TKN
pH
Plant Available Nitrogen
(by calculation)
Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mg/kg)
Dry Weight Basis
Arsenic
75
6.220
Cadmium
85
1.200
Chromium
3000
101.000
Copper
4300
68.000
Lead
840
71.000
Mercury
57
< 0.100
Molybdenum
75
28.000
Nickel
420
29.000
Selenium
100
2.040
Zinc
7500
78.000
(See Page IIa) See Appendix
Form: LARS 02/95 Page 3 of 18

DUNN WTP
CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
A. List the specific residual that is covered by these calculations (place or process of origin)
City of Dunn WTP
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.341bs./gallon
produced annually 100
2,000 lbs./ton
Total Dry Tons = * * 8.34 lbs./gallon
100
2,000 lbs./ton
350 DryTons per year
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made up of the various
parameters:
% Total Solids = 3.78
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
= % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
= lbs./dry ton
Arsenic
=
x 0.002
= 0.012
Cadmium
=
x 0.002
= 0.002
Chromium
=
x 0.002
= 0.202
Copper
=
x 0.002
= 0.136
Lead
=
x 0.002
= 0.142
Mercury
=
x 0.002
= 0.000
Molybdenum
=
x 0.002
= 0.056
Nickel
=
x 0.002
= 0.058
Selenium
=
x 0.002
= 0.004
Zinc
=
x 0.002
= 0.156
Ammonia-N
=
x 0.002
= 0.200
Calcium
=
x 0.002
= 1.600
Magnesium
=
x 0.002
= 2.600
NO3-NO2-N
=
x 0.002
= 0.136
Phosphorus
=
x 0.002
= 5.000
Potassium
=
x 0.002
= 1.200
Sodium
=
x 0.002
= 1.000
TKN
=
x 0.002
= 30.200
See Page 11a, 11b
Form: LARS 02/95 Page 11 of 18

A & L EASTERN
AGRICULTURAL
LABORATORIES,
INC.
7621 Whitepine
Road • Richmond,
Virginia 23237 •
[phone]
Fax
No. [phone]
Ego
R156-044
ACCOUNT 460GI
PAGE 1
REPORT NUMBER
'
SBME
(DUNN)
JOBN1588-95-016
PORS610
ROB
NILLCOX
ATTN:
RICK BAKER
CITY OF
DUNN
3718
OLD BATTLEGROUND RD
GREENSBORO
NC 27410-2314'
BIOSOLIDS ANALYSIS
REPORT
DATE SAMPLED
LAB NUMBER = 42889
DATE RECEIVED
05/28/99
SAMPLE ID = CITY
OF DUNN
DATE REPORTED
06/03/99
DETECTION
RESULT
RESULT
LIMIT
ANALYSIS
PARAMETER
--------------------
( X )
--------
(MG/KG)
-------
(MG/KG)
-------
ANALYST
-------
DATE
-------
METHOD
-_---------------------
REFERENCE
SOLIDS(AS IS)
3.78
37800
100
KCS
05/28/99
SM
2540G
NITROGEN(TKN)
1.51
15100
100
KCS
05/31/99
EPA
351.3
PHOSPHORUS
0.25.
2500
100
KM
05/31/99
EPA
365.4
POTASSIUM
0.06
600
100
JCM
05/31/99
SW
846-6010
CALCIUM
0.00
800
100
JCM
05/31/99
SM
846-6010
MAGNESIUM
0.13
1300
100
JCM
05/31/99
SN
846-6010
SODIUM
0.05
500
100
JCM
05/31/99
SM
846-6010
IRON
30700
1
JCM
05/31/99
SM
846-6010
ALUMINUM
09800
10
JCN
05/31/99
SM
846-6010
MANGANESE
885
1
JCM
05/31/99
SM
846-6010
COPPER
68
1
JCM
05/31/99
SH
046-6010
ZINC
78
1
JCM
05/31/99
SN
046-6010
AMMONIA -NITROGEN
ND
100
KCS
05/31/99
EPA
350.2
NO3-NO2 NITROGEN
68
10
KCS
05/31%99
SM
4500-NO3 F
CADMIUM
1.2
1
JCM
05/31/99
SN
846-6010
CHROMIUM
101
5
JCM
05/31/99
SM
846-6010
NICKEL
29
5
JCM
05/31/99
SM
846-6010
LEAD
71
5
JCM
05/31/99
SN
846-6010
ALL VALUES ARE ON
A DRY HEIGHT BASIS EXCEPT AS
NOTED."Q�Qli
C.
CA.
PAUL
C. H. CHU
NORMRN JONES
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] IWL
R156-044 ACCOUNT 46061 Fax No. PAd 71 z446
REPORT NUMBER
SBME (DUNN) a0BH1588-95-016 POB8610 ROB WILLCOX
ATTN: RICK BAKER CITY OF DUNN
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
LAB NUMBER = 42089
SAMPLE ID = CITY OF DUNN
BIOSOLIDS ANALYSIS REPORT
DETECTION
DATE SAMPLED
DATE RECEIVED 05/20/99
DATE REPORTED 06/03/99
RESULT
RESULT
LIMIT
ANALYSIS
PARAMETER----------
( X )
(MG/KG)
(MG/KG)
ANALYST
METHOD REFERENCE
ego--------
--------
-------
-------
-=--=--
--DATE-
----------------
r+
Q'ARSENIC
6.22
0.4
KM
06/02/99
SM 846-7061A
MERCURY
ND
0.1
KM
06/02/99
SM 846-7471A
SELENIUM
2.04
0.1
KM
06/02/99
SN 846-7741A
PH (STD.UNITS,AS IS)
6.20
RD
05/31/99
EPA 150.1
CALCIUM CARBONATE Eq
ND
100
LDR
05/31/99
AOAC 955.01
ORGANIC NITROGEN
1.51
15100
100
DCH
05/31/99
CALCULATION
MOLYBDENUM
28
5
0CM
05/31/99
SM 846-6010
CHLORIDE
590
1
AB
05/31/99
SM 4500-CL D
SULFATE
1280
10
aCM
05/31/99
SW 846-9038
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED." (-- ekuf
Z
qR C. H. CHU NORMA GONE:
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced In whole or In part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977

DUNN WTP
C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
Mg/Kg—DRY WEIGHT
TKN
15,100
AMMONIA-N
100
NO3-NO2-N
68
1. Mineralization Rate (MR) 30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater treatment
residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 40%,
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 20%
Composted Residuals 10%
(If the default values are used, attach an explanation as to why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the Mineralization
Rate [MR] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) X (TKN — NH3)] + .5 X (NH3) + (NOrNOx N)
PAN=[ .30 X( 15,100 - 100 )]+.5X( 100 )+ 68
PAN= 4,618 PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH3)] + (NH3) + (NO3-NO2-N)
PAN=[ .30 X( 15,100 - 100 )]+( 100 )+ 68
PAN= 4,668 PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 350
Total PAN in pounds = (PAN in mg/kg Dry Weight) X 2000 Pounds / Ton
per dry ton 1,000,000
_ (PAN in PPM Dry Weight) X 0.002
= 9.236 Pounds/Dry Ton/Year (Surface applied)
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
= 9.236 X 350
`J = 3,233 Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted PAN
for at least five years
The maximum adjusted annual PAN is 5,282 Pounds/Year. (9.24 + 5.85) 350
(See Page 12a)
FORM: LARS 02/95 Page 12 of 18

S&ME, Inc.
Greensboro, North Carolina
RESIDUAL PAN CALCULATION
City of Dunn WTP
TKN=
15,100
mg/kg
NH3=
100
mg/kg
NO3-NO2-N=
68
mg/kg
Min Rate=
0.30
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO21 * 0.002
0.30 15,000 50 68.00
PAN= 9.24 LBS/DT
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N1 * 0.002
0.15 15,000 4,500
PAN= 3.15 LBS/DT remaining from 1st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N1 * 0.002
0.08 10,500 - 1,575
PAN= 1.43 LBS/DT remaining from 1st year application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N1 * 0.002
0.05 8,925 714
PAN= 0.82 LBS/DT remaining from Istyear application
i 5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N1 * 0.002
0.03 8,211 411
PAN= 0.45 LBS/DT remaining from 1st year application
Residual PAN from years 2 thru 5 after the initial application = 5.85 Lbs/Pan/DT
Page 12a

DUNN WTP
4. Crop information on nitrogen uptake per year
Crop(s)
Alfalfa
Bermuda Grass (Hay, Pasture)
Blue Grass
Corn (Grain)
Corn (Silage)
Cotton
Fescue
Forest (Hardwood & Softwood)
Milo
Small Grain (Wheat, Barley, Oats)
Sorghum, Sudex (Pasture)
Sorghum, Sudex (Silage)
Soybeans
Timothy, Orchard, & Rye Grass
Coastal Bermuda
(Division Recommendations)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
350
(Provide for the Crops Specified)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
350
Please provide the basis for the uptake rates used if different than Division Recommendation:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total Pounds of plant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
-- = 5,282- 100
Minimum acres needed based on most restrictive PAN = 53 acres
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
_ If there are various crops that will only be utilized for certain sites, please attach the calculations for each site and determine
the total needed acres using the format outlined below.
D. Calculate the Sodium Adsorption Ratio (SAR)
iJ
(** This section must be completed in mg/l, to convert: mg/kg X % solids [as a decimal] = mg/l **)
SAR = Na Milli Equivalent + [0.5 (Ca Milli Equivalent + Mg Milli Equivalent))"
li
I_I CONCENTRATION (mg/1) _ Equivalent Weight = Milli Equivalents of Ion
SODIUM (Na) 18.9 (mg/1) _ 23 = 0.822
CALCIUM (Ca) 30.24 (mg/1) _ 20 = 1.512
MAGNESIUM(Mg) 49.14 (mg/1) _ 12 = 4.095
SAR = 0.491 (See Page 13a)
FORM: LARS 02/95 Page 13 of 18

SAR
-��
. .
mil -TO TIU-M
.. TI-mrawFol
mil
f�iii����
Page 13a

DUNN WTP
If calculation sheets are being completed for more than one residual or site, please attach a
summary sheet that brings the results of all the calculations sheets to one point.
E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the site
can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the most
restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons or residuals to be land applied
annually. Therefore, in the table below the Tons of Residuals to be Applied/Acre/Year will be calculated as:
1. Most restrictive crop based on the plant available nitrogen (PAN) requirement: small grains
Associated plant available nitrogen (PAN) requirement: 100 (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 53 acres
3. Dry Tons of Residuals to be land applied per year: 350 dry tons per year
4. Tons of Residuals to be Applied/Acre/Year = Dry Tons/Year of Residuals to be land annlied
Minimum number of acres required for land application
Tons of Residuals to be Applied/Acre/Year = 6.60
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and explain:
Tons of Residuals to be Applied/Acre/Year (different from above) _
Explanation:
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per
Acre per Year
lbs./dry ton of each
pollutant
(as found in Part B
above)
Projected
Pounds to be
Applied/Acre
/Year
Allowable Lifetime
Pollutant Loadings
(lbsJacre)
Site Life
(Years)
Arsenic
6.60 *
.012 =
.0792
36
= 454
Cadmium
6.60 *
.002 =
.0132
34
= 2,576
Chromium
6.60 *
.202 =
1.3332
2,677
= 2,007
Copper
6.60 *
.136 =
.8976
1,338
= 1,490
Lead
6.60 *
.142 =
.9372
267
= 284
Mercury
6.60 *
.001 =
.0066
15
= 2,272
Nickel
6.60 *
.058 =
.3828
374
= 977
Selenium
6.60 *
.004 =
.0264
89
= 3,371
Zinc
6.60 *
.156 =
1.0296
2,498
= 2,426
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
The Limiting Pollutant is Lead
The Site Life is 284 years.
FORM: LARS 02/95 Page 14 of 18

SECTION IV
CALCULATIONS WORK SHEET
COMBINATION OF DUNN WASTEWATER TREATMENT PLANT
AND DUNN WATER TREATMENT PLANT

CITY OF DUNN- WEIGHTED AVERAGES FOR WWTP AND WTP SOURCES
CALCULATIONS WORK SHEET
(Pages 11-14 based on weighted average values)
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
A. List the specific residual that is covered by these calculations (place or process of origin)
Weighted Averages for City of Dunn WWTP and WTP
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.34 lbs./gallon
produced annually 100
2,000 lbs./ton
Total Dry Tons = * _ * 8.34 lbs./gallon
2,000 lbs./ton
= 556 DryTons per year
Distribution
206 DT/YR WWTP Residuals 37%
+ 350 DT/YR WTP Residuals 63%
556 DT/YR Combined 100%
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made up of the various
parameters: WWTP 3.34 (.37) = 1.2358
% Total Solids = 3.57 WTP 3.70 (.63) = 2.3310
3.5668
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
+ % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
= lbs./dry ton
Arsenic
=
x 0.002
= 0.010
Cadmium
=
x 0.002
= 0.002
Chromium
=
x 0.002
= 0.167
Copper
=
x 0.002
= 0.454
Lead
=
x 0.002
= 0.139
Mercury
=
x 0.002
= 0.002
Molybdenum
=
x 0.002
= 0.041
Nickel
=
x 0.002
= 0.053
Selenium
=
x 0.002
= 0.005
Zinc
=
x 0.002
= 0.419
Ammonia-N
=
x 0.002
= 12.336
Calcium
=
x 0.002
= 7.372
Magnesium
=
x 0.002
= 3.858
NO3-NO2-N
=
x 0.002
= 0.134
Phosphorus
=
x 0.002
= 17.284
Potassium
=
x 0.002
= 4.382
Sodium
=
x 0.002
= 2.776
TKN
=
x 0.002
= 72.454
(See attached Page Ila)
FORM: LARS 02/95 Page 11 of 18

DUNN WWTP & WTP COMBINED FLOW CALCULATION SHEET
Parameters
Arsenic
Cadmium
Chromium
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Zinc
Ammonia-N
Calcium
Magnesium
NO,NO,-N
Phosphorus
Potassium
Sodium
TKN
Parameters
Arsenic
Cadmium
Chromium
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Zinc
Ammonia-N
Calcium
Magnesium
NO,NO,-N
Phosphorus
Potassium
Sodium
TKN
Weighted Averages
Facilitv %Ave.
WWTP SOURCE 37.0
WTP SOURCE 63.0
WWTP WTP
Original lbs./dry ton
0.005
0.012
0.003
0.002
0.108
0.202
0.994
0.136
0.136
0.142
0.005
0.000
0.016
0.056
0.042
0.058
0.006
0.004
0.8681
0.156
33.000
0.200
17.200
1.600
6.000
2.600
0.130
0.136
38.200
5.000
9.800
1.200
5.800
1.000
144.4001
30.200
WWTP WTP
Original Mg/Kg
2.310
6.220
1.700
1.200
54.000
101.000
497.000
68.000
68.000
71.000
2.470
0.100
8.000
28.000
21.000
29.000
2.980
2.040
434.0001
78.000
16,500.00
100.000
8,600.00
800.000
3,000.00
1,300.000
65.00
68.000
19,100.00
2,500.000
4,900.00
600.000
2,900.00
500.000
72,200.00
15,100.000
R093-262 R156-044
WWTP WTP
Weighted lbs./dry ton
0.002
0.008
0.001
0.001
0.040
0.127
0.368
0.086
0.050
0.089
0.002
0.000
0.006
0.035
0.016
0.037
0.002
0.003
0.321
.0.098
12.210
0.126
6.364
1.008
2.220
1.638
0.048
0.086
14.134
3.150
3.626
0.756
2.146
0.630
53.428
19.026
WWTP WTP
Weighted Ave. malk
1.155
3.110
4.27
0.850
0.600
1.45
27.000
50.500
77.50
248.500
34.000
282.50
34.000
35.500
69.50
1.235
0.050
1.29
4.000
14.000
18.00
10.500
14.500
25.00
1.490
1.020
2.51
217.000
39.0001
256.00
8,250.00
50.00
8,300.00
4,300.00
400.00
4,700.00
1,500.00
650.00
2,150.00
32.50
34.00
66.50
9,550.00
1,250.00
10,800.00
2,450.00
300.00
2,750.00
1,450.00
250.00
1,700.00
36,100.00
7,550.00
43,650.00
Lbs/Dry Tan
0.010
0.002
0.167
0.454
0.139
0.002
0.041
0.053
0.005
0.419
12.336
7.372
3.858
0.134
17.284
4.382
2.776
72.454
Page 11a

CITY OF DUNN — WEIGHTED AVERAGES FOR W WTP AND WTP SOURCES
C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
Mg/Kg—DRY WEIGHT
TKN
43,650
AMMONIA-N
8,300
NO3-NO2-N
66.50
1. Mineralization Rate (MR) 30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater treatment
residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 40%
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 20%
Composted Residuals 10%
(If the default values are used, attach an explanation as to why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the Mineralization
Rate [MR] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) X (TKN — NH3)] + .5 X (NH3) + (NO3-NO2-N)
PAN = [ .30 X ( 43,650 - 8,300 )] +.5X ( 8,300 ) + 66.50
PAN= 14,822 PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH3)] + (NH3) + (NO3-NO2-N)
PAN=[ X( )]+( )+
PAN = PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year:
Total PAN in pounds = (PAN in mg/kg Dry Weight) X 2000 Pounds / Ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) X 0.002
= 29.643 Pounds/Dry Ton/Year (Surface applied)
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
29.643 X 556
16,482 Pounds/Year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted PAN
for at least five years.
The maximum adjusted annual PAN is 24,149 Pounds/Year. (29.643 + 13.79) 556
See Page 12a
FORM: LARS 02/95 Page 12 of 18

S&ME, Inc.
Greensboro, North Carolina
RESIDUAL PAN CALCULATION
City of Dunn Weiehted Averaee
THIN= 43,650 mg/kg
NH3= 8,300 mg/kg
NO3-NO2-N= 67 mg/kg
Min Rate= 0.30
PAN= [min.rate (THIN - NH3) + 0.5 (NH3) + NO3-NO21 * 0.002
0.30 35,350 4,150 66.50
PAN= 29.64 LBS/DT
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N] * 0.002
0.15 35,350 10,605
PAN= 7.42 LBS/DT remaining from 1st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N] * 0.002
0.08 24,745 3,712
PAN= 3.37 LBS/DT remaining from Istyear application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N] * 0.002
0.05 21,033 1,683
PAN= 1.94 LBS/DT remaining from 1 st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N] * 0.002
0.03 19,351 968
PAN= 1.07 LBS/DT remaining from 1st year application
Residual PAN from years 2 thru 5 after the initial application = 13.79 Lbs/Pan/DT
Page 12a

CITY OF DUNN— WEIGHTED AVERAGES FOR WWTP AND WTP SOURCES
4. Crop information on nitrogen uptake per year
(Division Recommendations) (Provide for the Crops Specified)
Crop(s)
PAN (Ibs./acre/year) PAN
(lbs./acre/year)
Alfalfa
200
200
Bermuda Grass (Hay, Pasture)
220
220
Blue Grass
120
120
Corn (Grain)
160
160
Corn (Silage)
200
200
Cotton
70
70
Fescue
250
250
Forest (Hardwood & Softwood)
75
75
Milo
100
100
Small Grain (Wheat, Barley, Oats)
100
100
Sorghum, Sudex (Pasture)
180
180
Sorghum, Sudex (Silage)
220
220
Soybeans
200
200
Timothy, Orchard, & Rye Grass
200
200
Coastal Bermuda
350
350
Please provide the basis for the uptake rates used if different than Division Recommendation:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total pounds of plant available nitrogen (PAN)
Pounds of nitrogen needed for crop*
i — 24,149 - 100
Minimum acres needed based on most restrictive PAN = 242 acres
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
If there are various crops that will only be utilized for certain sites, please attach the calculations for each site and determine
the total needed acres using the format outlined below.
D. Calculate the Sodium Adsorption Ratio (SAR)
(** This section must be completed in mg/l, to convert: mg/kg X % solids [as a decimal] = mg/1 **)
SAR = Na Milli Equivalent _ [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)]"
CONCENTRATION (mg/1) _ Equivalent Weight = Milli Equivalents of Ion
SODIUM (Na) 60.69 (mg/1) +
CALCIUM (Ca) 167.79 (mg/1)
MAGNESIUM(Mg) 76.755 (mg/1)
SAR = 0.970
FORM: LARS 02/95
23 = 2.639
20 = 8.390
12 = 6.396
See Page 13a
Page 13 of 18

SAR
Page 13a

CITY OF DUNN— WEIGHTED AVERAGES FOR WWTP AND WTP SOURCES
If calculation sheets are being completed for more than one residual or site, please attach a
summary sheet that brings the results of all the calculations sheets to one point.
E. Determine the Site Life for this land application site:
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the site
can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the most
restrictive crop plant available nitrogen (PAN) requirement specified and the maximum dry tons or residuals to be land applied
annually. Therefore, in the table below the Tons of Residuals to be Applied/Acre/Year will be calculated as:
1. Most restrictive crop based on the plant available nitrogen (PAN) requirement: small grains
Associated plant available nitrogen (PAN) requirement: t00 (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 242 acres
3. Dry Tons of Residuals to be land applied per year: 556 dry tons per year
4. Tons of Residuals to be Applied/Acre/Year = Dry Tons/Year of Residuals to be land applied
Minimum number of acres required for land application
Tons of Residuals to be Applied/Acre/Year =
2.3
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and explain:
Tons of Residuals to be Applied/Acre/Year (different from above) _
Explanation: Note: Actual volume of residuals per acre/year will be determined agronomically.
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per
Acre per Year
lbs./dry ton of each
pollutant
(as found in Part B
above)
Projected
Pounds to be
Applied/Acre
/Year
Allowable Lifetime
Pollutant Loadings
ObsJacre)
Site Life
(Years)
Arsenic
2.3 *
0.010 =
0.023
36
= 1,565
Cadmium
2.3 *
0.002 =
0.0046
34
= 7,391
Chromium
2.3 *
0.167 =
0.3841
2,677
= 6,969
Copper
2.3 *
0.454 =
1.0442
1,338
= 1,281
Lead
2.3 *
0.139 =
0.3197
267
= 835
Mercury
2.3 *
0.002 =
0.0046
15
= 3,260
Nickel
2.3 *
0.053 =
0.1219
374
= 3,068
Selenium
2.3 *
0.005 =
0.0115
89
= 7,739
Zinc
2.3 *
0.419 =
0.9637
2,498
= 2,592
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
The Limiting Pollutant is Lead
The Site Life is 835 years.
FORM: LARS 02195 Page 14 of 18

TABLE 1
PREVIOUSLY PERMITTED SITES REQUESTED TO BE RETAINED
CITY OF DUNN LAND APPLICATION PROGRAM
PERMIT #W00006101*
Site No./ Field
Farmer
Application Area [acres]
(excluding buffers)
HA2-1
HA2-2
HA2-3
HA2-4
HA2-5
HA2-6
Harnett Countv
Dewayne Weeks
Dewayne Weeks
Dewayne Weeks
Dewayne Weeks
Dewayne Weeks
Dewayne Weeks
34.1
69.1
56.7
66.3
78.8
49.8
subtotal 354.8
HA3-1
Carl Hamilton, Jr.
90.1
subtotal 90.1
SA6-1
Wade Lee Barefoot
23.1
subtotal 23.1
TOTAL ACRES IN HARNETT COUNTY 468.0
TOTAL ACRES CURRENTLY IN PROGRAM 468.0
* Excerpted from the Permit No. WQ0006101 dated January 17, 1997.

F
�= TABLE 2
SUMMARY OF SITES PROPOSED FOR INCLUSION INTO PERMIT
CITY OF DUNN — LAND APPLICATION PROGRAM
PERMIT NO. WQ0006101
Application Area [acres]
[Site No./Field
Farmer
(excluding buffers)
Harnett County
HA4-1
Don Wellons
17.8
HA4 - 2
Don Wellons
34.8
HA4 - 3
Don Wellons
36.8
HA4 - 4
Don Wellons
41.8
HA4 - 5
Don Wellons
13.9
HA4 - 6
Don Wellons
19.9
HA4 -7
Don Wellons
11.3
HA4 - 8
Don Wellons
69.9
HA4 - 9
Don Wellons
40.1
HA4 - 10
Don Wellons
48.8
Harnett County Total 335.1
CUMBERLAND COUNTY
CUl - 1
Dewayne Weeks
21.9
CUl - 2
Dewayne Weeks
18.0
CUl - 3
Dewayne Weeks
8.3
Cumberland County Total 48.2
TOTAL PROPOSED ACREAGE 383.3

SECTION VI
DEWAYNE WEEKS FARM - SITE CU 1
N

DEWAYNE WEEKS FARM — SITE CU 1
SOIL SCIENTIST / AGRONOMIST REPORT
QkI ? kyd&r--, St
Soil Scientist / Agronomist
�p SOIL SC
�S
R� mItttCo�
ti
a.
1098

DEWAYNE WEEKS FARM - SITE CU 1
The Dewayne Weeks Farm consists of 3 fields located approximately '/< of a mile east of Godwin,
North Carolina centered around Latitude 35' 12' 46" N and Longitude 79' 09' 07" W and contains
a total of 58.0 (48.2 net) acres which are proposed as land application sites. The area surrounding
the 3 proposed fields is predominantly rural and sparsely populated. A field investigation was
conducted by an S&ME soil scientistlagronomist on each of the proposed fields
Fields 1 and 2
Fields 1 and 2 -have a total of 46 (39.9 net) acres. These fields are used for hay and are currently
established with coastal bermuda. They are primarily flat to gently sloping towards adjacent
tributaries, which drain to the southeast. According to the soil scientist evaluation and the
information in the Cumberland and Hoke Counties Soil Survey obtained from the Natural Resource
Conservation Service (Fayetteville Field Office), the majority of soils in Fields 1 and 2 are
classified as the Norfolk and Wagram Series, with slopes ranging from 0 to 4 percent. Both fields
are well suited to the year around application of residual solids.
Fields 3
Field 3 has a total of 10.4 (8.3 net) acres and is in a row crop rotation with small grain being the last
crop for production. The field is nearly flat to gently sloping towards adjacent surface drainage
features northeast of the fields. The soil scientist evaluation and the Cumberland and Hoke
Counties Soil Survey data indicates that this field consists of soils in the Norfolk and Wagram
Series with slopes ranging from 0 to 4 percent. This field is well suited to year around land
- application activities.
Fields 1, 2 and 3
Both the soils and the crops should be able to assimilate the proposed loading of liquids, solids,
nitrogen, phosphorus, heavy metals, and salts known to be in the residual. This assessment is
based on the residual analysis provided, the planned application rate, proper crop management

guidelines and adherence to permit requirements. Soil pH should be maintained above 6.0 and at
levels to ensure optimal crop production. Nitrogen is considered the most limiting characteristic
of these residuals, however soil tests should be reviewed annually to identify any changes in the
nutrient status of the soil
Crop rotations and management practices should be evaluated prior to each application to
account for changes in the proposed crop rotation and land use objectives. Crop management
guidelines that will be of importance for this site will be:
• timing of application events with plant nutritional needs and periods of plant dormancy,
• split applications to prevent hydraulic overloading or nutrient leaching,
• performance of proper stabilization methods to fit crop and soil needs,
• establishment of suitable vegetative cover for currently forested agricultural sites,
• incorporation or injection of residual solids on fields that have a high incidence and
proper timing of flooding,
• maintenance of proper vegetative cover on more sloping areas with runoff potential, and
• proper coordination between application events and crop harvesting.
The results of soil analysis for these fields (Fields 1 — 3) indicate no gross deficiencies in the
fertility of these fields. By using standard agricultural practices for the management of forage and
crop production, the operator should see significant benefits from the land application of residual
�j solids. In turn, these well- maintained fields should provide good assimilation of the plant available
nutrients contained in the residuals and afford an environmentally safe means of residual solids
I�
{ disposal and nutrient recycling.
For each of the fields proposed, an investigation was conducted by an S&ME agronomist/soil
scientist. On -site observation confirms the information obtained from the Cumberland and Hoke
Counties Soil Survey.

S&ME, INC.
FIELD INVESTIGATION SHEET
r
PROJECP:
FARM i SITE NO.:
FIELD NO.:
i-
... Legend:
CIr,5 01C DOWAJ
I BORING NO.:
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
-
S ►
2�-da+
sC
WSL K
lb Vg—
s -
sand
Is -
loamy sand
sl -
sandy loam
scl -
sandy clay loam
c -
clay '
cl -
clay loam
Depth Of Seasonal High Water Table:
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone:
a'
Type Of Crop:
Comments:
I
I
U Most Similar Series:
Described By:
sill - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
3�
N /Kt
GENERAL INFORMATION
H STxFL rI,>Q
VY A&P- hl
pwr3 WicLCc1�
o�/� L•S � Date: % f..9'_,'

i�
S&ME, INC.
FIELD INVESTIGATION SHEET
i
JPROJECT:
jFARM / SITE NO.:
FIELD NO.:
J7Ecuflu;vF FFt�' �CU
BORING NO.: I
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
t /
- a
24
('44
7.S $J
Lj Legend: s. - sand
Is - .loamy sand
— sl - sandy loam
J scl - sandy clay loam
c - clay
ell - clay loam
! ! Depth Of Seasonal High Water Table:
t-j Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone:
l Type Of Crop:
Comments:
II
Most Similar Series:
Described By:
all - silt loam
sicl - siltyclay loam
g - granular
wsbk - weak subangularblocky
msbk - medium subangularblocky
ssbk -strong subangularblocky
GENERAL INFORMATION
U iy'
IA A/.PA"'t
2a� It//cccdr L. 5. S- Date: 7�rS��i9

S&ME, INC.
~ nn FIELD INVESTIGATION SHEET
fU PROJECr: 7/ OF JUNK/
I FARM / SITE No.:
r�
FIELD NO.: BORING NO.: %
�J
if
Legend:
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
ks
/b t S`3
-
t 2
AA-46t
5cl
17.5 -SA
s -
sand
Is -
loamy sand
sl -
sandy loam
scl -
sandy clay loam
c -
clay
cl- -
clay loam
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - -weak subangular blocky
msbk - medium subangularblocky
ssbk - strong subangular blocky
Lj Depth Of Seasonal High Water Table: 3�
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone: ft +A
U
GENERAL INFORMATION
Type Of Crop: pots
Comments:
Most Similar Series:
Described By: 2e %2 144Coii leS- S - Date: -7/1S' `19

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee: C/Tf' OF
Contact Person: !n 2/ >aaii
Address ofPermittee: PD. t4vx /065
/Dunn /Ve•
List of wastewater residuals to be applied to these lands: C/Tr Dr f%unn AW-1 P- L'arY di= Ou nn WiP
Site ID Number: C.0 —
Field Number: •-itilPOYAd 3
IJ Location of Land to be used for residual application (include map for each site):
SSE U'TN �K+/yu�1�.S
Owner of Property used for residual application: C • Lr 7Ai27—
Lessee of Property (if appropriate):
Land use or cropping patterns Li
L�025 /jl1c. .tte� a /2 r.G�/ G1 Plta�l
Intended use or disposition of crops: Aji1d.UG Fe"ErJC graiN
a
�I
The undersigned land owner or his representative hereby permits 74e &YOF D7unkl
i✓
hereinafter referred to as the Permittee, to apply the above listed residuals onto the land at the location shown as
described herein in accordance with the restrictions and stipulations as given below. The landowner or his representative
receives, in consideration, full use of the nutrient value of the applied residuals while the Permittee receives, in
—, consideration, the use of the land described above for the disposal of wastewater residuals. This agreement shall remain
in effect for the length of the Division of Environmental Management land application permit and shall be renewed each
time the land application permit is renewed. The undersigned land owner or his representative and the Permittee agree to
abide with the following restrictions and stipulations until such time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner's Agreement
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
_ Raleigh, North Carolina 27626-0535
t_JI
FORM: LARS 02/95 Page 15 of 18

r ;
STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual
application and to establish monitoring facilities on or near the application site as required by the
residual land application permit.
2. The landowner or his representative authorizes the Pennittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health, and Natural Resouces
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior
to commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
i 4. The Permittee will provide each landowner or his representative with information and data
concerning the program for land application of residuals to privately owned lands which includes
an analysis of constituents of the residual, residual application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for residual application.
S. The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application.
I ( Residuals may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is
also applied to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7. The landowner or his representative will inform the Permittee of any revisions or modifications to
the intended use and cropping patterns shown above prior to each planting season to enable the
Permittee to amend this Agreement and schedule applications at appropriate periods. Within the
limits of the NCDEHNR-DEM permit, the owner or his representative and the Permittee will
-- determine residual application rates and schedules based on crop patterns and the results of soil
samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee
or Land Owner (Lessee) prior to and during application.
t
FORM: LARS 02195 Page 16 of 18

12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the
terms and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following
the residual application. Application sites that are to be use for grazing shall have fencing that will
be used to prevent access during these periods after each application.
16. Prior to a transfer of land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner
that gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and 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; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by, this Agreement.
The land application of any additional wastewater residual sources, other than the residuals
specified by this permit, is prohibited.
t' RESTRICTIONS:
Land Owner: TigQT Operator: Qeul llne, lUeeks
Address: PD, &X 8 Address:
ArJ-1 tie. z8 y ,lc. 2833i1
_ Phone No.: CAI/O)B5/Z — / Z 3 Phone No.: ejq/D1 892 - 3930
FORM: LARS 02195 Page 17 of 18

hereby grant permission to the Permittee to apply
and Owner
1 Date
have read this land owner's agreement and do
Is as specified herein.
J NORTH CAROLINA, I Mel L COUNTY,
I, the undersigned Notary Public, do hereby certify that IQPL
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
1 r SS my hand and official seal this day of +i�l /9 , 19 9 J
NOTARY PUBLIC
My commission expires
z :�OTAit�i
q
i
1 1
s s f s s s# s i f a a s a i i# f s a s s###• s s• s i i s# s i i s i s s s i# f i
I, �EClJ4hne L(JBt4S have read this land owner's agreement and do
hereby agree of abide by the stipulations and restrictions as specified herein.
I (— /LJ . ,/,61,
abide by the stipulations and restrictions as specified
Date
read this landlowner's agreement and do hereby agree to
Perm(iitttee
T-l1`
Date
FORM: LARS 02195 Page 18 of 18

/I I N
§ o I U N T Y,UNDIN
IM o laem J Imo '
1 I M N
1.� I® •1 1
IM
1 \
Bx • • ` / • . i was i m : IM
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on
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• \ IBlm�eif � YYJ. "a0aB
scuE 1"=2MIcs 'CITY OFDUNN
CHECKED BY. Checked By: -09 Dewayne Weeks Farm (Site CU1) SITE
OMM BY: Dmwn by: SDBS&ME Land A lication Program MAP
DATE Dam: July 99 - = ENNPOi1NENTAL S[BNCEB - ENeISEERINC IEBIING. JOB NO. 1588-96-016 City of Dunn Fig. 1

1 ,
lunch BM -
156 "
N
Rhodes _Pond
128
saa sa—
O
/ )) 1 180d Whiteall
l�\
�i I� • ,�1. � .r \Vff I, �
5
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n
x 146
.' c'h'JI dtl[foch
V
*143
al
USGS TOPO QUAD - WADE, NC, CONTOUR INTERVAL = 5' � �xy2r b �—
SD E 1"=2,000' CITY OF DUNN
CHECKED By: Checkedb P S&ME Dewayne Weeks Farm (Site CU1) TOPO
DRAWNBr: Drawn by: SDa ;f; Land Application Program MAP
DATE: Date: July 99 ENVIRONMENIAI SERVICES • ENCINEERINC • 1ESTHC JOB NO 1588-96-016 City of Dunn Fig. 2

r,a
N
h `
J
FIELD 1'-
4 Y F`
M
/ x m
}t
r`l�
33.89 .
FIELD - 2
,, jt, ° �b�• �,, i1 � �j q °
V
FIELD 3`
x*'
`A �f71 .last` T3K6 �r`!
r
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-
e° c SCALE. 1y"� 6,6.0/' CI DF DUNK FIGURE NO.
" t CHECKED BY: ICJ/YC�MC DewayneWeeks Faun(Site CUl) FSQ

y. • is :' Ya��'s?. �,� „
-,may 5�,�`�,.�`ya G�� a Nr �'s`�•Te;'"�t ".'�- � ,kr�'�* ?`�#
t *Y
jai', ;a'�. .G�v /`9t.`'s # J . .► t' �`' N�:..
till
">�sc 3r
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t
w.
�� t.7 YSA.1 Y 1 • � 1r•;•�,., i1 3 'L=ik y
rif
� s
yfi�mom
� l� ��^ . ,-•:.�%.,c : .s�? � Y ��. 'fly^
�� tM O S..
RM
arrr,HH�
•ICITY OF DUNN
®® • Dewayne Weeks Farm (Site CU1)

M
Dwelling
A
Structure (Barn)
<�D
Pond
Well
Butrer Area
W
Wet Area
Iv,L& woonea area
Drainageway,
Access Road
SCALE: V 660'
— — — Property Line
CHECKED BY:
*S&ME
x-x-x Fence
DRAWN BY. SDB
@ Hand Auger Baring
DATE' tut go rIAMROM1.1017AL smvicrs - rumurrmmc - irsamr.
Dewayne Weeks Farm (Site CU 1)
Land Application Program
1C.. 0. n1a
Buffer
Mal)
5

DEWAYNE WEEKS FARM - Site No.CU 1
FIELD DATA SHEET
City of Dunn
S&ME Inc. Project No. 1588-96-016
FIELD NO.
FSA Ac
NET Ac
SOIL SERIES
CROP
1
24.1
21.9
Norfolk, Wagram
Coastal (Hay)
2
23.5
18.0
Norfolk, Wagram
Coastal (Hay)
3
10.4
8.3
Norfolk, Wagram
Row Crop
TOTAL
58.0
48.2
Map Symbol
I Soil Series
NoA
Norfolk
WaB
Wagram

UUL-10-00 JU11 UU.cU rill DOt11C rHX NU. JJbZ bdt IfU F. Ub
I i woks FA
CITY OF DUNN WWTP LARS
This form must be completed by the appropriate Regional Office and included with the
submission of the application package.
- INSTRUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land application activities will be
I located, you are required to submit this form, with items 1 through 8 completed, to the appropriate Division of
L-- Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you -
must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
subject surface waters. You must identify the location of the facility and the closest downslope surface waters
(waters for which you are requesting the classification) on the submitted map copy. The application may not
be submitted until this form is completed and included with the submittal.
�— 1. Applicant leases specify the name of themunicipality,co oration individual or other):
PP (P P fY corporation, ,
1 I City of Dunn, North Carolina
U 2. Name and Complete Address of Applicant:
P.O. Box 1065
City: Dunn State: NC - Zip: 28335
Telephone Number: [phone]
3. Project Name: City of Dunn Land Application; Program
/�GJupne C!/e+Els �A
4. Volume of residuals to be land applied: 556 drytons per year F,&96 /— 3
5. Name of closest surface waters:
6. County(s) where land application site is located:
7. Map name and date:
8. Applicant Signature: Scott D. Berg, Agent for City of Dunn
iu TO: REGIONAL WATER QUALITY SUPERVISOR
I i Please provide me with the classification of the watershed where these land application activities
Will occur, as identified on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable;
Signature of regional office personnel: _ VIA, Date:
i
U FORM: LARS 02195 Page 9 of 18

SURFACE WATER CLASSIFICATIONS
DEWAYNE WEEKS FARM - SITE CU 1
CITY OF DUNN
LAND APPLICATION PROGRAM
S&ME Project No.1588-96-016
FARM SITE
FIELD
NO.
COUNTY
SURFACE
WATERS
QUAD MAP
CLASSIFI-
CATION
CU 1
I
Cumberland
Black River, Mingo Swamp
Wade, N.C.
C-Swamp
CU 1
2
Cumberland
Black River, Mingo Swamp
Wade, N.C.
C-Swamp
CU 1
3
Cumberland
Black River, Mingo Swamp
Wade, N.C.
C-Swamp

NCDA Agronomic Division
4300 Reedy Creek Road Raleigh, NC 27607-6465 919) 733-2655
Report No: 01098
Grower- Weeks Farm
Copies to:
Altn:Dewayne R. Weeks
163 Ruffin Rd.
�O
Soil
Dunn,NC 28334
Test Report
Patin:
'
7/21/99 SERVING N.C. CITIZENS FOR OVER 50 YEARS Cumberland County
Agronomist Comments:
C -• 12, $
The maintenance soil pH for bermudagrass is 6.5. The heavy metal concentration is well within the limits of normal background levels and
should pose no
threat to crops grown on this land.
Follow soil lest recommendations
for lime and fertilizer application. T. Kent Yarborough, Agronomist
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Me Yr T/A
Crop or Year Linie N R05 K0
Mg Cu
Zn
B Mn See Note
001 Berm Ilay/Pas,M
Ist Crop: Berm HayRaas,M 1.8T 180-220 0 140-160
$ $
0
0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS•0.
Ac pH P-L K-1 Ca% Mg% Mn-I Mn-AI (1)Mn-AI (2) Zn-I
Zn-Al
Cu-I
S-I SS-1 NCs-N AH-N Na
MIN 0.32, 1.46
3.3 42.0
1.9 4.8 - 83 33 31.0 8.0 31 - 28 48
48
7
81 0.0
Field Information
Applied Lintel
Recommendations
.
Sample Ale. Last Crop
Ho Yr T/A
Crop or Year Linte N R05 KO
Mg Cis
Zu
B Mn See Note
002 Berm Hay/Pas,M
Is( Crop: Berm Hay/Pas,M 1T 180-220 0 170-190
0 $
0
0 12
2nd Crop:
Test Results
Soil Class HM% 1V/V CEC BS%
Ac pH P-I &1 Ca% Mg% Mto-% Mn-AI (1) Mn-Al (2) Zn-I
Zn-Al
Cu-I
S-1 SS-1 NCs-N Allh-N Na
MIN 0.22 1.56
2.5 56.0
1.1 5.2 72 24 42.0 I i.0 69 51 35
35
9
51 0.0
Field Information
pplicd Lime
Recommendations
Sample Ale. Last Crop
Ho Yr T/A
Crop or Year Lime N R05 1C0
Mg Cu
Zn
B Mn See Note
003 Berm Hay/Pas,M
1st Crop: Berm liayRas,M 1.6T 180-220 0 130-150
0 0
0
0 12
2nd Crop: .
Test Results
Soil Class HAI% 1V/V CEC BS%
Ac pH P-I K-1 Ca% Mg% Mn-I Mn-Al (1) Mn-Al (2) Zn-I
Zn-Al
Cu-I
S-I SS -I NCs-N ME-N Na
A11N 1.61 1.35
5.3 66.0
1.8 5.5" 86 38 48.0 15.0 87 62 59
59
32
58 0.1

NCDA
Division 4aoJ Reeay CreeK ►toga ,.::.eigu, r.�' 2'1twi-64uo -; �� 9) ; __ _651
Heavy Metal Soil Test Report Weeks Farm
Attn:Dewayne R. Weeks
MEHLICH-3 EXTRACTION 163 Ruffin Rd.
Dunn, NC 28334
Cumberland County
Questions concerning these analyses should be referred to the Agronomic Division, Soil Testing Section
Cd Ni Pb Se Cr Al
Sample Cadmium: Nickel Lead Selenium: Chromium Aluminum
ID - - -- -- - - --- ---- mg/dm3 (ppm)
Report #: 01098
As
Arsenic
001
0.10
0.30
2.40
0.00
0.30
4.40
002
0.10
0.30
1.50
0.00
0.30
4.50
003
0.10
0.30
2.30
0.00
0.20
7•20

- J
REPITr �lbfvlB��3 A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
ACCT p
S&ME (DUNN) POR8713 OOB81588-96-016SAMPLES S&ME (DUNN)
SEND ATTN: RICK BAKER GROWER: SUBMITTED
DENAYNE WEEKS
TO: BY:
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
DATE RECEIVED 07/16/99
07/20/99 1 DATE.OF ANALYSIS 07/19/99
DATE OF REPORT PAGE SOIL ANALYSIS REPORT
Nitrogen
Phos•
Potassium
Sulfur
. Calcium
Magnesium
Sodium
Iran
Aluminum
Manganese
Copper
Zlnc
Ammonia
NitrateSAMPLE
LAB
N
phP s
K
S
Ca
Mg
Na
Fe
AI
Mn
Cu
Zn
Nitrogen
Nitrogen
(DENT.
NO.
mg/kg
mg/kg
nl
mg/kg
mg/kg
al
nrl
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
001
12965
002
12966
003
12967
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
LAB
Cd
Cr
Ni
Pb
As
Hg
So
Nitrogen
pH
C.E.C.
NO.
mg/kg
mg/kg
mg*g
mg/kg
mg/kg
mg/kg
mg kg
mg/kg
(meg/100g)
P P M
12965
<0.01
< 1
MEHL
CH EX
RACT
12966
<O.01
< 1
12967
<0.01
< 1
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in art, nor may an reference be made This radon pplle� ofily tdd�R 11s) s ing. es are
P Y P P Y Y retained axiJJJPPpum of thirty days eke��tt�Ssllling.
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. A&L E E{�jUpG�f�If�TtJ�OBfE�NO.

SECTION VII
DON WELLONS FARM - SITE HA 4

DON WELLONS FARM — SITE HA 4
SOIL SCIENTIST / AGRONOMIST REPORT
gut,-- ;p ka , Q, .
Soil Scientist / Agro omist
SOIL ScF
05
h1sqN.4"',
r

DON WELLONS FARM - SITE HA 4
The Don Wellons Farm consists of 10 fields located in Harnett County, North Carolina,
approximately 3.5 miles southwest of Erwin, centered near Latitude 35' 16' 12" N and Longitude
780 42' 30" W. The 10 fields contain a total of 367.9 (335.1 net) acres and are proposed as land
application sites. The areas surrounding the 10 proposed fields are predominantly rural and
sparsely populated. A field investigation was conducted by an S&ME soil scientistlagronomist on
each of the proposed fields
Fields 1 — 4
Fields 1, 2, 3, and 4, which have a total of 145.3 (131.2 net) acres, are used for pasture and are
currently established with fescue. The fields are primarily flat to gently sloping towards adjacent
tributaries, which drain to the southwest. According to the soil scientist evaluation and the
information in the Harnett County Soil Survey obtained from the Natural Resource Conservation
Service (Lillington Field Office), soils in fields 1 through 4 are classified as the Altavista, Wahee,
Wickham and State Series, with slopes ranging from 0 to 6 percent. Applicable portions of field 2
are associated with the Wahee series and needs to have restrictions for land application (see Field
Investigation Sheets). Applicable portions of fields 1, 3, and 4 are well suited for year around
applications of residual solids.
Fields 5.6,7,8 and 10
These fields have a total of 181.1 (163.8 net) acres and are used for fescue production as pasture
and hay. The fields are nearly flat to gently sloping towards adjacent incised surface drainage
features which border the fields. The soil scientist evaluation and the Harnett County Soil Survey
data indicate that these fields consist of soils classified as the Altavista, Roanoke, State, Wahee and
Wickham Series with slopes ranging from 0-4 percent. Applicable portions of field 10 are
associated with the Wahee series and needs to have restrictions for land application (see field
investigation sheet). Applicable portions of fields 5 - 8 are -well suited for year around applications
of residual solids.

Field 9
Field 9 has a total of 41.5 (40.1 net) acres. This field has recently been established in coastal
bermuda for hay. The topography is flat to very gently sloping. The field contains soils classified
as the State and Wickham Series. Field 9 is typified by a 0 — 2 percent slope, and is well suited to
year around applications of residual solids.
Fields 1-10
Both the soils and the crops should be able to assimilate the proposed loadings of liquids, solids,
nitrogen, phosphorus, heavy metals, and salts known to be in the residual. This assessment is
based on the residual analysis provided, the planned application rate, proper crop management
guidelines and adherence to permit requirements. Soil pH should be maintained above 6.0 and at
levels to ensure optimal crop production. Nitrogen is considered the most limiting characteristic
of these residuals, however soil tests should be reviewed annually to identify any changes in the
nutrient status of the soil
Crop rotations and management practices should be evaluated prior to each application to
account for changes in the proposed crop rotation and land use objectives. Crop management
guidelines that will be of importance for this site will be:
' _l
• timing of application events with plant nutritional needs and periods of plant dormancy,
• split applications to prevent hydraulic overloading or nutrient leaching,
• performance of proper stabilization methods to fit crop and soil needs,
• establishment of suitable vegetative cover for currently forested agricultural sites,
• incorporation or injection of residual solids on fields that have a high incidence of
flooding
• maintenance of proper vegetative cover on more sloping areas with runoff potential, and
0 proper coordination between application events and crop harvesting.

The results of soil analysis for these fields (Fields 1 — 10) indicate no gross deficiencies in the
i
fertility of these fields. By using standard agricultural practices for the management of forage and
crop production, the operator should see significant benefits from the land application of residual
._ solids. In turn, these well- maintained fields should provide good assimilation of the plant available
nutrients contained in the residuals and afford an environmentally safe means of residual solids
disposal and nutrient recycling.
For each of the 10 fields proposed, an investigation was conducted by an S&ME agronomist/soil
scientist. On -site observation confirms the information obtained from the soil survey of Harnett
County. Applicable acres on these fields consist predominantly of the Altavista, State, Wahee and
Wickham Series.

S&ME, INC.
PROJEM
FARM ISM NO.:
..J
FIELD NO.:
FIELD INVESTIGATION SHEET
I BORING NO.: I
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX_
COLOR
MOTTLES
COLOR
S�7
5 414
34-/
6-00
5 C
s
5 ¢i6
.212A
- 28
s46VU
c�s6 �.
—
3
_2 +
s
as M
I-
/D r9/2
Legend:
a -
sand
Is -
loamy sand
sl -
sandy loam
scl -
sandy clay loam
c -
clay
of -
clay loam
ail - silt loam
sicl silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk- strongsubangularblocky
i Depth Of Seasonal High Water Table: 2 8 d
'—! Depth Of Apparent Water Table: 36.1
Depth Type Of Restrictive Zone: S w+- 28
I
+.J
GENERAL INFORMATION
' Type Of Crop: FEsCuE - PA.57u 2.E
Comments:
Most Similar Series:
Described By:
W /_L Sul rF6 Foe V-/ ,* k't?U-/G �vvc/%4i1JNS
VV1@ ICtN R iV+
� de Wi.zCbV, L.,S:S: Date: `1II+19T9

4
S&ME, INC.
,1
IJ
PROJECT:
! J ARM / SITE NO.:
FIELD NO.:
I�
FIELD INVESTIGATION SHEET
�irTc/ QF /QVi•NN
D,5AI C &ee-AIE / AZA 4
l BORING NO.: z
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
R
-S
sI
17.5
—
Bt 2
— 32
c
wea 6K_
C'
2- 6t
61
I G s„je
5 4118
71 5 e 416
Legend: s -
sand
all - silt loam
Is. -
loamy sand
sicl - silty clay loam
sl -
sandy loam
g - granular
scl -
sandy clay loam
wsbk - weak subangular blocky
e -
clay
msbk - medium subangular blocky
cl -
clay loam
ssbk - strong subangular blocky
�__.Depth Of Seasonal High Water Table:..
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone: NIR
- , GENERAL INFORMATION
1--type Of Crop: PAZ7ZeF
Comments:
i`
i
t_
Most Similar Series:
Described By:
{NICK1}gM
Kota W/U_C6K, L.5.3 Date:

�l
S&ME, INC.
FIELD INVESTIGATION SHEET
PROJECT: C/nL_OG_ %uNN
FARM / SITE NO.: / /d y WECCDNs //A 4-
FIELD NO.: BORING NO.: I
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURET
MATRIX
COLOR
MOTTLES
COLOR
i
9
LA owis
s/
io 7/3
t
l9- 28
/AC-OJU)
ws b/C
s/.
16e 17/1
t3
Oe- &(4
wsbk
/0
Due�ll
Legend: s - sand
Is - loamy sand
sl - sandy loam
scl - sandy clay loam
c - clay
cl - clay loam
Depth Of Seasonal High Water Table:
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone:
sit - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk -, medium subadgular blocky
ssbk - strong subangular blocky
/9"
swl - 19"
GENERAL INFORMATION
i
Type Of Crop:
- Comments:
1
Most Similar Series:
Described By:
W/9
Date:.

S&ME, INC.
FIELD INVESTIGATION SHEET
i
PROJECT: �TL� /1 F JJU I/�•
FARM / SITE NO.: �an1 WE t Le uS N.�
J FIELD NO.: Z BORING NO.: Z
SOILS INFORMATION
�I
Legend:
SOIL PROFH.E DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
42
o_ r7
-17.5op4-
—
t !
— S
4/
f 2
iN
Ids b V
UIP4/
�t
e h
ws b E
%s e ep/z
s -
sand
Is -
loamy sand
sl -
sandy loam
scl -
sandy clay loam
c -
clay
of -
clay loam
sil - silt loam
sici - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
Depth Of Seasonal High Water Table:
Depth Of Apparent Water Table: ' 3
— Depth Type Of Restrictive Zone: Sar1— le, "
GENERAL INFORMATION
�I Type Of Crop: ri'sC-LIE- P46%2i)7g
Comments:
I �
- -' Most Similar Series:
I_
UDescribed By:
WICKN-A-M
'P03 lJeeecov- C. 5.5. Date:
I
J

S&ME, INC.
FIELD INVESTIGATION SHEET
PROJECT: C/Tb^^6
FARM / SITE NO.: J6N WEcc.o.uS 1/A`F-
FIELD NO.: 3 BORING NO.:
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
q.5e le 4-14-
1
- 22
C
wShK
sve 4-/6
—
f 2
Z-
I licht
u's C
-Ro4/8
-42t
W6b �
019
16 o
Legend: s - sand sil - silt loam
Is - loamy sand sicl - silty clay loam
sl - sandy loam g - granular
scl - sandy clay loam wsbk - weak subangular blocky
U c - clay msbk - medium subangular blocky
cl - clay loam ssbk - strong subangular blocky
Depth Of Seasonal High Water Table: d 6
Depth Of Apparent Water Table: 3G "
Depth Type Of Restrictive Zone:
GENERAL INFORMATION
Type Of Crop: F S Cuf- /,4SWI e
Comments: 1/1 �a�.Va �ODL/Ci4�aNS
Most Similar Series:
WIfi6HAAA- 1Yrl'i ✓PlintFO
Described By: Tc AllLLCw. L..S.S- Date: -/ /// 99

I+ S&ME, INC.
.FIELD INVESTIGATION SHEET
PROJECT:
'FARM/SITENO.: �nn+ WF�tne15
'FIELD NO 4 BORING NO:
If
SOIIS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
D - 8
% 5� F- 4-/
—
l-
2
/�2St
Sc l
WsbK
4/g
3
2Fs-36f
s 1 ��H
uis' L
�• s l 54,
—
1 ILegend: s -
sand
sil - silt loam
Is -
loamy sand
sicl - silty clay loam
sl -
sandy learn
g - granular
scl -
sandy clay loam
wsbk - weak subangular blocky
c -
clay
msbk - medium subangular blocky
cl -
'clay loam
ssbk - strong subangular blocky
1 ! Depth Of Seasonal High Water Table: ' 36
-_ Depth Of Apparent Water Table: ' .Br
Depth Type Of Restrictive Zone:
ri GENERAL INFORMATION
UType Of Crop: /�ESCuE — %�RSTUi[ e
Comments:
i
Most Similar Series:
Described By:
J
WICW4Arn— WeLL jl eAIIWO
os WL-L-coyj L•S.S. Date: 7 14 1 9q

I S&ME, INC.
Ll
// FIELDD�INVESTIGATION SHEET
PROJECT: L/TZ/ 6A, /JVIW
I FARM I SUE NO.: D6i✓ YI fL coti/5
. } FIELD NO.: Jr- BORING NO.: %
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
C/(\OLOR
MOTTLES
COLOR
4-
6c
s K
'/ 5 ¢1
—
2—
t
3fo+
3.s 16
Legend: s -
sand
all - silt loam
Is -
loamy sand
sicl - silty clay loam
sl -
sandy loam
g - granular
i scl -
sandy clay loam
wsbk - weak subangular blocky
c -
clay
msbk - medium subangular blocky
cl -
clay loam
ssbk - strong subangular blocky
3�r
� ;Depth Of Seasonal High Water Table:
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone:
,u GENERAL INFORMATION
1 Type Of Crop:
_ Comments: A1/E11_-5U/7r—J I 2 Vff.Oe Za,UO APL/CA77GNS
�I
u
Most Similar Series:
Described By: 6 G G (L re t! L. S. s . Date:

L
I
PROJECT:
FARM / SITE NO.:
FIELD NO.:
S&ME, INC.
FIELD INVESTIGATION SHEET
( ITQ 6 F 60 n1 rJ
NO.:
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
I DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
l
_ 4
sal
w 1 c
z ¢/L
—
1-2
-28
c/
wsloE
5e4g ¢/8
—
3
2Fs- 3Gt
cl hr
WS 6k
see 4
Legend: s - sand sill - silt loam
Is - loamy sand sicl - silty clay loam
r sl - sandy loam g - granular
I scl - sandy clay loam wsbk - weak subangular blocky
i� c - clay msbk - medium subangular blacky
cl - clay loam ssbk - strong subangular blocky
Depth Of Seasonal High Water Table: ' a
Depth Of Apparent Water Table: 7. +�
Depth Type Of Restrictive Zone: �J i ;t
1�
// GENERAL INFORMATION
Type Of Crop: /� ,scuF Y957-7)PE-
Comments: A054 e 5�0/7-,CO 7Ze / Lqg 12jamo OULA77en�S
I J Most Similar Series:
I Described By:
WIUWAM
�g /V+�ccuJ LS.S. Date: -7111419 i
I�

S&ME, INC.
FIELD INVESTIGATION SHEET
PROJECT:
FARM I SUE NO.:
I_ _1
" FIELD NO.:
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
A
0 - lD
sl
'75 up ILL
—
El
16 16
S c l
bkl
5 e 4-
—
+2
G-36
sc
cis
c,e ¢
—
t�C
363�f
;tit
s ��0
5 4A.
Legend: s - sand
Is - loamy sand
sl - sandy loam
' scl - sandy clay loam
_ c - clay
cl - clay loam
Depth Of Seasonal High Water Table:
Depth Of Apparent Water Table: -
_l Depth Type Of Restrictive Zone:
a
GENERAL INFORMATION
1" F ` CLLF VRSTLI PC
Type Of Crop:
Comments:
{`1 Most Similar Series:
Described By:
II
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
3 I�
INIQKHAM
Y�f3 U)/LtCoV, 6,5.-5. Date: % 14-)qcl

S&ME, INC.
FIELD INVESTIGATION SHEET
PROJECT: � ITU b
��F /�GNI✓ !/
FARM ISITE NO.: ly �ELGdNS �� tTA
FIELD NO.: BORING NO.:
—I
LiLegend:
f
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
s/
g_ /Z
w 6K
/D�� (- 4
—
�� l
cI
wsr-
/
t-24-
c
1
s -
sand
Is -
loamy sand
sl -
sandy loam
scl -
sandy clay loam
c -
clay
cl -
clay loam
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangularblocky
ssbk - strong subangulat blocky
� Depth Of Seasonal High Water Table: -:. -
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone: N Pr
GENERAL INFORMATION
it
Type Of Crop:
Comments:
1
II
J Most Similar Series:
TRru
Described By: (iF ' VV ILLCO`- L. S. 5. Date: j 14 9

! - S&ME, INC.
FIELD INVESTIGATION SHEET
I
1 /J
J PROJECT: OF 2D6,//1
I
FARM /WEND.: L�ONjj yYFLtoNS �/ %i �
FIELD NO.: 1 BORING NO. I
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIX
COLOR
MOTTLES
COLOR
R
6-16R
5/2
—
/D—i5
a5—
���
S—Z
ICI
W-.6Y
I R SIBS
? +
sc 1
wsblL
b
0 1je 7/
Legend: s - sand
Is loamy sand
sl - sandy loam
{ I scl - sandy clay loam
c - clay
cl - clay loam
j Depth Of Seasonal High Water Table:
I Depth Of Apparent Water Table: .
Depth Type Of Restrictive Zone:
�I
Type Of Crop:
Comments:
Most Similar Series:
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
7
3/n
GENERAL INFORMATION
Described By: 7Rci8 WI & S. S. Date: I

S&ME, INC.
FIELD INVESTIGATION SHEET
PROJECT: /7Z� / IU N/A/
FARM ISITE NO.: �dN WEIUdNS
FIELD NO.: IO A BORING NO.: I
SOILS INFORMATION
SOIL PROFILE DESCRIPTION
HORIZON
DEPTH
TEXTURE
STRUCTURE
MATRIXOR
COL
MOTTLES
COLOR
—
E
(,-lo
M,10 lL
16the�A
`
hea
5 !116UPS/G
6/3
f Z
- z(1
sly
!3f
2�-3(�o.+
5C1
Ul/5%If
Map. Sl2
/b 5/,
r
Legend: s - sand
Is - loamy sand
sl - sandy loam
scl - sandy clay loam
c - clay
cl - clay loam
Depth Of Seasonal High Water Table:
Depth Of Apparent Water Table:
Depth Type Of Restrictive Zone:
Type Of Crop:
Comments:
Most Similar Series:
Described By:
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
14"
N/a
GENERAL INFORMATION
f FSCuF — iPFlS'nl.?j—
WAH Ei=
�8 VYIL�co� L.5.5. Date: '7)Id 9n

IIJ W2N1/4 '
North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee: 0,, �lWlVd/ 1(0rV4 d9aZ,1;V,4
Contact
Address
List of wastewater residuals to be applied to these lands: Il0.,5tl,6CW.P 5 Sr-Ae1M V-oW- UE7a,"* 411HK n
_ 6t/W 7-10 GLuaQ Dt m n AIrn
Site ID Number:
Field Number: f%1YdWWI� �y
Location of Land to be used for residual application (include map for each site):
Ski c)eG'izart //d/
Owner of Property used for residual application: 2�On liiell^g 5.
Lessee of Property (if approprial
Land use or cropping patterns:
Intended use or disposition of crops:
ra•r•*•+.*•r.,t•*•r.�••r�*+•••**•r.•*•+err•*r.*+.•*•
The undersigned land owner or his representative hereby permits 1;iE' d,—z'di Ciro h
hereinafter referred to as the Permittee, to apply the • above listedresiduals onto the land at the location shown as
described herein in accordance with the restrictions and stipulations as given below. The. landowner or his representative
receives, in consideration, full' use of the nutrient value of the applied residuals while the Permittee receives, in
consideration, the use of the land described above for the disposal of wastewater residuals. This agreement shall remain
in effect for the length of the Division of Environmental Management land application permit and shall be renewed each
time the land application permit is renewed. The undersigned land owner or his representative and the Permittee agree to
I " abide with the following restrictions and stipulations until such. time as written notification, given thirty (30) days in
advance, modifies or cancels this Land owner's Agreement.
j f Notification of cancellation of this agreement shall be immediately forwarded to:
i!
Division of Environmental Management
- Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
FORM: LARS 02/95 1 Page 15 of 18

STIPULATIONS:
The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual
application and to establish monitoring facilities on or near the application site as required by the
residual land application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health, and Natural Resouces
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior
to commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee will provide each landowner or his representative with information and data
concerning the program for land application of residuals to privately owned lands which includes
an analysis of constituents of the residual, residual application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application.
Residuals may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is
also applied to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7. The landowner or his representative will inform the Permittee of any revisions or modifications to
the intended use and cropping patterns shown above prior to each planting season to enable the
Permittee to amend this Agreement and schedule applications at appropriate periods. Within the
limits of the NCDEHNR-DEM permit, the owner or his representative and the Permittee will
determine residual application rates and schedules based on crop patterns and the results of soil
samples.
8. , Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee
or Land Owner (Lessee) prior to and during application.
FORM: LARS 02l95 Page 16 of 13

12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the
terms and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following
the residual application. Application sites that are to be use for grazing shall have fencing that will
be used to prevent access during these periods after each application.
16. Prior to a transfer of land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner
that gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and 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; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals
specified by this permit, is prohibited.
RESTRICTIONS:
Land Owner: Dom welly, Operator: 0/7YOF 2)an.x WWrP
Address: P014910K AVI Address: %%d. Rag 1a:5
nn� A/�° z833515 uJ�/,,,, IUC'. z83:55
Phone No.: 67-0)892— 3193 Phone No.: 619 99¢—S/2%
FORM: LARS 02/95 Page 17 of 18

* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
I 2)6n! $. mlezaAI S 1
hereby grant permission to the Permittee to apply sludge/residual to my
Land Owner
Date
ve read thi land owne 's agreement and do
as speci here' ..���/�
NORTH CAROLINA, CQJILFdeh COUNTY,
I, the undersigned Notary Public, do hereby certify that 'Dan/ S14EGLeAL5
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of iiW 14- 19�_
NOTARY PUBLIC z
My commission expires _&1-3 1266 2-
SEAL:
ROBERT P WILLCOX JR
NOTARY PUBLIC GUILFOMD COUNTY NC
MY COMMISSION EXPIRES
CH3.2002
s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s
-- I have read this land owner's agreement and do
hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee
Date
s s a s s s s s a s i s s*: s s s s s s** s s s s s s s s s s** s s■* s s s s
have read this land owner's agreement and do hereby agree to
abide by the stipulations and restrictions as specified herei .
Permittee /�
8- tl -q.
Date
FORM: LARS 02/95 Page 18 of 18

M
SCALE V=zMlles CITY OF DUNN
CHECKED Er: Checked by: RPW
S&ME Don Wellon Farm (Site HA4) SITE
DiAWN Br. Dcawa By: SDs -�;;_ Land Application Program MAP
DATE: Date: 7uly 99 CNNRONYENTPL S RNCCS - ENONECRINC - 1CSTNC JOB No. 1588-96-016 City or Dunn Fig. 1

j202A a D�
, it
4-1 44
OWN
FIELD - 9
y ' I FIELD S :� ��/'
FIELD -10 „_ 0
- ` FIELD - 6 /
FIELD - 2
FIELD - 4 j J ,yam
t
{
i r ` FIELD � 1
FIELD - 7�
t
� R FIELD 5
/ FIELD`S 1 ' ' a
170
USGS TOPO QUAD - ERWIN, NC; CONTOUR INTERVAL =10'
SCAEE: I„=2,000, 1 CITY OF DUNN
CHECKED BY: Checked by: KPW SAME Don Wellon Farm (Site HA4) TOPO
De MBr: DrawBBy: SDJI ->€::- Land A lication Pro ram MAP
DATE Date, July 99 LMARONMEF41AL SEWCCS - ENGINEERING - IC57ING JOB NO. 1588-96-016 City Of Dunn Fig. 2

r = .
_ f
. :J

HWY 217.5 MII.ES
E
�l ACCESS FOR FIELDS 11
FIELD -1
I
'I
l
t�
I
FIELD -
WOODS
ACCESS FOR FIELDS SIU
FIELD - 9
®1
CITY OF DUNK
Don WcU=FFffi (site HAa) BUFFS
Land AppUcatinnPmgem MAP
1SW96.M6 F1& 5

DON WELLONS FARM - Site No. HA 4
FIELD DATA SHEET
City of Dunn
S&ME Inc. Project No. 1588-96-016
FIELD NO.
FSA Ac JNETAcJ
SOIL SERIES
CROP
1
24.1
17.8
Wickham
Fescue (Pasture)
2
37.5
34.8
'Wickham, Wahee
Fescue (Pasture)
3
39.8
36.8
State, Wickham
Fescue (Pasture)
4
43.9
41.8
State, Wickham
Fescue (Pasture)
5
14.5
13.9
Wickham
Fescue (Hay)
6
21.6
19.9
Altavista, Wickham
Fescue (Pasture)
7
13.2
11.3
Altavista, Wickham
Fescue (Pasture)
8
72.1
69.9
State, Wickham
Fescue (Hay)
9
41.5
40.1
Altavista, State, Wickham
Coastal (Hay)
10
59.7
48.8
Altavista, State, Wahee
Wickham
Fescue (Pasture)
TOTAL
367.9
335.1
Map Symbol
Soil Series
AtA
Altavista
StA
State
We
Wahee
WkB
Wickham

JUL-16-99 SUN 09:27 AM S&ME FAX NO. 3362888980 P. 02
weaan.* r14Rni
CITY OF DUNN WWTP LARS
This form must be completed by the appropriate Regional Office and included with the
submission of the application package.
INSTRUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land application activities will be
located, you are required to submit this form, with items 1 through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you
must include an 8.5" by 11" copy of the pertion of a 7.5 minute USGS Topographic Map which shows the
subject surface waters. You must identify the location of the facility and the closest downslope surface waters
(waters for which you are requesting the classification) on the submitted map copy. The application may not
be submitted until this form is completed and included with the submittal,
1. Applicant (please specify the name of the municipality, corporation, individual, or other):
City of Dunn, North Carolina
2. Name and Complete Address of Applicant:
P.O. Box 1065
City: Dunn State:
Telephone Number:
3. Project Name:
892-2047
of Dunn Land Application
NC
Zip: 28335
4. Volume of residuals to be land applied: 556 dry tons per year
5. Name of closest surface waters; ��2 L;�/e Pipe ue2 M ,wQ.Wa Tr�r�r� 1�i� mar eicc�r
6. County(s) where Iand application site is located: IIarnett
7. Map name and date: &Wlec/ IV-e &ur�%any
8. Applicant Signature: Scott D. Berg, Agent for City of Dunn
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities
Will occur, as identified on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office- personnel: Date:
FORM: LARS e2/95 Page 9 or 18

SURFACE WATER CLASSIFICATIONS
DON WELLON FARM SITE HA4 - 3
CITY OF DUNN
LAND APPLICATION PROGRAM
S&ME Project No,1588-96-016
FARM SITE
FIELD
NO.
COUNTY
SURFACE
WATERS
QUAD MAP
CLASSIFI-
CATION
HA4-3
1
Harnett
Lower Little River
Erwin, N.C.
C-Swamp
HA4-3
2
Harnett
Lower Little River
Erwin, N.C.
GSwamp
HA4-3
3
Harnett
Lower Little River, Beaverdam Swamp
Erwin, N.C.
C-Swamp
HA4-3
4
Harnett
Lower Little River, Beaverdam Swamp
Erwin, N.C.
C-Swamp
HA4-3
5
Harnett
Beaverdam Swamp
Erwin, N.C.
C-Swamp
HA4-3
6
Harnett
Tributary to Cape Fear River
Erwin, N.C.
C-Swamp
HA4-3
7
Harnett
Tributary to Cape Fear River
Ervin, N.C.
C-Swamp
HA4-3
8
Harnett
Tributary to Beaverdam Swamp
Erwin, N.C.
C-Swamp
HA4-3
9
Harnett
Tributary to Cape Fear River
Erwin, N.C.
C-Swamp
HA4-3
10
Harnett
Tributary to Cape Fear River
Erwin, N.C.
C-Swamp

R EPiT,r tll�Ml$?r A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
S&ME (DUNN) POUB713 JOB#1588-96-016SAMPLES S&ME (DUNN)
SEND ATTN: RICK BAKER DON NELLONS SUBMITTED
TO; GROWER: By.
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
DATE RECEIVED 07/16/99
07/20/99 1 DATE OF ANALYSIS 07/19/99
DATE OF REPORT PAGE SOIL ANALYSIS REPORT
Nitrogen
Phos•
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
SAMPLE
LAB
N
phP s
K
S
Ca
Mg
Na
Fe
At
Mn
Cu
Zn
Nitrogen
Nitrogen
[DENT.
NO.
mg/kg
mg/kg
109
mg/kg
mg/kg
mg/kg
mg/kg
mog
mg/kg
rri
mg/kg
mg/kg
mg/kg
mg/kg
001
12955
002
12956
003
12957
004
12958
005
12959
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
LAB
Cd
Cr
NI
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
NO.
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
(meg/100g)
P P M
12955
<0.01
< 1
MEHL
CH EX
RACT
12956
<0.01
< 1
12957
<0.01
< 1
12958
<0.01
< 1
12959
<0.01
< 1
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in an, nor may an reference be made This report applie of t s) t d pies are
P Y P P Y Y retained a r�i of thirty days aker ing.
to the work, the results, or the company In any advertising. news release, or other public announcements without obtaining our prior written authorization. A&L EASy,EFJL ATF1CLh"fU9AL L ORI , INC.

REP K Ul l)4z A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
ACCT
SAME (DUNN) PO#8713 OOBA1588-96-016SAMPLES SAME (DUNN)
O: ATTN: RICK BAKER GROWER: DON WELLONS SUBMITTED
T
TO: BY:
3718 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
DATE RECEIVED 07/16/99
07/20/99 2 DATE OF ANALYSIS 07/19/99
nATE OF REPORT PAGE SOIL ANALYSIS REPORT
Nitrogen
Phos•
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
SAMPLE
LAB
N
phP s
K
S
Ca
Mg
Na
Fe
At
Mn
Cu
Zn
Nitrogen
Nitrogen
IDEN7.
NO.
mgfkg
mg/kg
mglkg
mpg
mg/kg
mglkg
mgfkg
mgkg
mpg
mg/kg
nl
mg/kg
mg/kg
mpg
006
12960
007
12961
008
12962
009
12963
010
12964
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
LAB
Cd
Cr
Ni
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
NO.
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
(meg1100g)
P P M
12960
<0.01
< 1
MEHL
CH EXTRACT!.
12961
<0.01
< 1
12962
<0.01
< 1
12963
<0.01
< 1
12964
<0.01
< 1
This report appllesUNy 1 I s) t ples are
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made retained aA iny+q� of thirty days ���tttt e n
to the work, the results, or the company In any advertising, news release, or other public announcements without obtaining our prior written authorization. A&L EA�I'�F�YACDjIfJ:i(,Tjjl��ij80Fj IES, INC.

f 1 - I`- r , --
NCDA Agronomic Division
4300 Reedy Creek Road Raleigh, NC 27607-6465
919) 733-2655
Report No: 01099
Grower: Wellons, Don
Copies to:
County
Extension Director
PO Box 1254
SB:ME Inc.
Dunn, NC 28335
E)oil
Test Report Parer:
7/21 SERVING
N.C. CITIZENS FOR OVER 50 YEARS
Harnett County
Agronomist Comments:
C -- 12, $
The maintenance soil pit for bermudagrass is 6.5. Samples 2, 3, and 4 soil boxes were destroyed due to (lie welness of the samples. 19re heavy metal concentration is well
within the limits of
normal background levels and should pose no threat to crops grown on this land. Follow soil test recommendations for lime and fertilizer application.
T. Kent Yarborough. A ronomisl
Field Information
Applied Limel
Recommendations
Sample No. Last Crop
No Yr T/A
Crop or Year Lime
N R05 ILO
Mg Cu
Zn
B
Mrt
See Note
001 Fes/OG/fim,M
Isl Crop: Fes/OG/nm,M 0
120-200 50-70 10-30
0 $
0
0
12
2nd Crop:
Test Results
Soil Class HAf% WlV CEC BS%
Ac pH P-I K-I Ca% Mg%
Afn-1 Mn-Al (1)Mn-AI (2) Zu-I
Zn-Al
Cu-I
S-I
SS -I
NC&-N ATb-N Na
MIN 0.56 1.25
8.4 89.0
o.9 6.3 34 65 59.0 26.0
99 72 38.
38
19
42
0.1
Field Information
Applied Lintel
Recommendations
Sample A'o. Last Crop
Mo Yr T/A
Crop or Year Lime
N A05 ILO
Mg Cat
Zu
B
Mu
See Note
005 Fes/OG/fim,M
Is( Crop: Fes/OG/fim,M 0
I
120-200 100-120 4o-6o
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% IV/V CEC BS%
Ac pH, P-I K-1 Ca% Mg%
Mn-I Mu -AI (1)Mn-AI (2) Zn-I
Zn-Al
Cu-I
S-I
SS -I
NCk-N NIG-N Na
MIN 0.46 1.19
8.5 91.0
0.8 6.5' 14 44 63.0 25.0
1150 699 102
102
41
32
0.1
Field Information
Applied Lintel
Recommendations
Sample A'o. Last Crop
Ho Yr T/A
Crop or Year Lime
N R05 ILO
Mg CIO
Zu
B
Mn
See Note
006 Fes/OG/fim,M
Is(Crop: Fes/OG/fim,M 0
120-200 6o-80 30-50
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS%
Ac pH P-I K-1 Ca% Mg%
Mx-1 Mn-AI (I) Mn-Al (2) Zn-I
Zn-Al
Ca -I
S-1
SS-1
NCB-N AU-N Na
MIN 0.22 125
7.5 89.0
0.8 6.5 29 50 61.0 25.0
1504 912 69
69
41
30
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year Linte
N Pe05 ILO
Mg Cn
Zn
B
Mn
See Note
007 17es/0G/fim,M
IstCrop: Fes/OG/fim,M 0
120-200 100-120 40-60
0 0
0
0
12
2nd Crop:
Test Results
Soil Class 11,41% W/V CEC BS%
Ac pH P-1 K-1 Ca% 4fg%
Mn-I Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Ca -I
S-1
SS-1
NCB-N NIL-N Na
MIN 0.27 1.13
7.8 91.0
0.7 6.7 15 45 59.0 29.0
1653 998 47
47
43
26
0.1

NCDA Agronomic Division
4300 ReedyCreek Road Raleigh, NC
27607-6465
919) 733-2655 Grower: Wellons, Don
icc or[ no: u,u»
&-• s
Field Information
Applied Liniel
Recommendations
Sample No. Last Crop
b10
Yr T/A
Crop or Year
Lime
N A05 KO
Mg Cu
Zu
B
Mu
See Note
008 Fes/OG/rim,M
lsl Crop: 17es/OGMrn,M
0
120-200 120-140 40-60
0 $
0
0
12
2nd Crop:
Test Results
Soil Class HM% IV/V CEC
BS%
Ac pll P-1 K-I
Ca%
Mg%
M11-1 Mu -AI (1)Mn-AI (2) Z11-1
Zn-AI
Cu-I
S-I
SS-1
NCs-N NHi-N
Na
MIN 0.04 1.30
fi.9
91.0
0.6 6.5 8 44
58.0
30.0
537 332 44
44
24
70
0.1
Field Information
Applied
Limel
Recommendations
Sample No. Last Crop
510
Yr T/A
Crop or Year
Linte
N A05 KO
Mg Cu
Zu
B
Mu
See
Note
009 Fes/OG/Pim,M
Isl Crop: Fes/OG/1•im,M
0
120-200 100-120 0-20
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HAM 1V/V CEC
BS%
Ac pH P-I K I
Ca%
Mg%
Mu -I Mu -AI (I) Mu -AI (2) bz-1
Zu-AI
Cu-I
S-1
SS-1
NC3-N NHi-N
Na
MIN 0.18 1.22
8.4
95.0
0.4 69 14 72
61.0
30.0
722 437 60
60
29
69
0.1
Field Information
Applied
Limel
Recommendations
Sample No. Last Crop
MO
Yr T/A
Crop or Year
Lime
N D05 KO
Mg Cu
Zu
B
Mn
See
Note
010 Fes/OG/Fim,M
IslCrop: Fes/OG/l'im,M
0
120-200 50-70 30-50
0 0
0
0
12
2nd Crop:
Test Results
Soil Class HM% IV/V CEC
BS%
Ac pH P-1 K-1
Ca%
Mg%
hLr1 Mu -AI (1)Mn-AI (2) Zn-I
Zu-AI
Cu-I
S-I
SS-1
NCS-N NIG-N
Na
MIN 0.46 1.13
7.4
84.0
1.2 6.1 31 53
54.0
27.0
861 532 57
57
35
37
0.1

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 - (n9) 73s=i655 Pg i
Heavy Metal Soil Test Report Wellons, Don Report #: 01099
PO Box 1254
MEHLICH-3 EXTRACTION Dunn, NC 28335
Harnett County
Questions concerning these analyses should be referred to the Agronomic Division, Soil Testing Section
Cd
Ni
Pb
Se
Cr Al
As
Sample
Cadmium
Nickel
Lead
Selenium
Chromium Aluminum
Arsenic
1D
- ------ -
--- - --
111g/thn3 (ppm)
---
001
0.00
0.00
1.80
0.00
0.20
4.60
005
0.10
0.40
2.00
0.00
0.20
4.00
006
0.10
0.30
1.00
0.00
0.20
4.20
007
0.10
0.30
0.80
0.00
0.20
3.90
008
0.10
0.00
0.90
0.00
0.20
4.50
009
0.10
0.40
1.80
0.00
0.20
4.50
010
0.10
0.20
2.30
0.00
0.10
4.20

APPENDIX A
RESIDUAL SOLIDS ANALYSIS REPORTS (WWTP and WTP)
TCLP ANALYSES (WWTP AND WTP)
PATHOGEN AND VECTOR ATTRACTION
REDUCTION DOCUMENTATION (WWTP)

d
J
CITY OF DUNN WASTEWATER TREATMENT PLANT
NUTRIENT AND METAL ANALYSIS

CITY OF DUNN
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Permit No. W00006101
Residual Type: Wastewater Treatment Plant
Date Sampled: 4/13/99
Date Reported: 4/20/99
3.34 %Solids
7.5 DH
jj
NNW, W
Nitrogen (TKN)
7.220
72,200.000
144.400
Phosphorus
1.910
19,100.000
38.200
Potassium
0.490
4,900.000
9.800
PAN (injected)*
3.328
33,275.000
66.550
PAN (surface)*
2.503
25,025.000
50.050
Ammonia Nitrogen
1.650
16,500.000
33.000
Calcium
0.860
8,600.000
17.200
Calcium Carbonate Eq.
---
---
---
Magnesium
0.300
3,000.000
6.000
Sodium
0.290
2,900.000
5.800
Sulfate
0.045
450.000
0.900
Nitrate N + Nitrite N
0.007
65.000
0.130
Manganese
---
288.000
0.576
Chloride
---
1,940.000
3.880
Iron
---
20,000.000
40.000
Aluminum
30,100.000
60.200
Arsenic
---
2.310
0.005
Cadmium
---
1.700
0.003
Chromium
---
54.000
0.108
Copper
---
497.000
0.994
Lead
---
68.000
0.136
Mercury
---
2.470
0.005
Molybdenum
---
8.000
0.016
Nickel
21.000
0.042
Selenium
2.980
1 0.006
Zinc
434.000
1 0.868
1
1 ---
A&L Eastem Laboratories Report No.: R093-262
*Determination of Plant Available Nitrogen (PAN):
Injected Application: 3.328 % PAN
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application: 2.503 % PAN
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Prepared by S&ME, Inc. 8/5/99

-`'• A & L EASTERN AGRICULTURAL LABORATORIES, INC.
i� 7621 Whitepine Road • Richmond, Virgini4�23237 [phone]
Fax No. [phone]
R093-262 ACCOUNT 46061 'PAGE 1
REPORT NUMBER
SAME (DUNN)
ATTN: RICK BAKER
3718 OLD BATTLEGROUND RD
GREENSBORO NC-2741O.-2314
LAB NUMBER = 41827
SAMPLE ID = CITY OF DUNN
PARAMETER
--------------------
SOLIDS(AS IS) Y +
NITROGEN(TKN)
PHOSPHORUS
POTASSIUM
CALCIUM
MAGNESIUM
SODIUM
IRON
ALUMINUM
MANGANESE
COPPER
ZINC
AMMONIA NITROGEN
NO3-NO2 NITROGEN
CADMIUM
CHROMIUM
NICKEL
LEAD
RESULT
( X )
PO R7432 JOB 41586-96-016
SLUDGE ANALYSIS REPORT
DETECTION
RESULT LIMIT
(MG/KG) (MG/KG) ANALYST
At
ROB WILLCOX
DATE SAMPLED
DATE RECEIVED 04/15/991
DATE REPORTED 04/20/99,
ANALYSIS
DATE METHOD REFERENCE
5. A �
'� 33400 "
100
-kCS 4
104/15/99• -
-jSM
2,544G
7.22
72200
100
KCS
04/16/99
EPA
351A
1.91
19100
100
KM
04/16/99
EPA
365.4
0.49
4900
100
JCM
04/16/99
SM
846-6010
0.86
8600
100
JCM
04/16/99
SM
846-6010
0.30
3000
100
01CM
04/16/99
SM
846-6010
0.29
2900
100
JCM
04/16/99
SM
846-6010
20000
1
JCM
04/16/99
SM
846-6010
30100
10
JCM
04/16/99
SM
846=6010
288
1
JCM
04/16/99
SM
846-6010
497-
1
JCM
04/16/99
SM.
846-6010
434
1
JCM
04/16/99
SM
846-6010
1.65
16500.
100
KCS
04/16/99
EPA
350.2
65
10 -
KCS
04/16/99
SM
4500-NO3
1.7
1
JCM
04/16/99
SM
846-6016
54
5
JCM
04/16/99
SM
B46-6010
21
5
JCM
04/16/99
SM
846-6010
68
5
JCM
04/16/99
SM
846-6010
111
ALL VALUES ARE ON A DRY HEIGHT BASIS EXCEPT AS NOTED."
U NDR'MAN JOKES
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977

_G
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 [phone]
Fax No. [phone]
R093-262 _ACCOUNT 46061 PAGE 2
'REPORT NUMBER .
SAME (DUNN)
ATTN: RICK BAKER
3718 OLD BATTLEGROUND RD
GREENSBORO MC,27410-2314
LAB NUMBER = 41827
SAMPLE ID = CITY OF DUNN
PO 07432 JAB 41588-96-016 ROB WILLCOX
SLUDGE ANALYSIS REPORT
DATE SAMPLED
DATE RECEIVED 04/15/99
DATE REPORTED 04/20/99
RESULT
RESULT
PARAMETER
( X.)
(MG%KG)
2.41
ARSENIC
MERCURY
2.47
SELENIUM
2.98
PH (STD.UNITS,AS IS)
7.50
ORGANIC NITROGEN
.5.57
55700
MOLYBDENUM
B
CHLORIDE
1940'
SULFATE
450
DETECTION
LIMIT
ANALYSIS
(MO/KG)
ANALYST
DATE
METHOD
REFERENCE
a. • :
:.kN ...:a
`104) G/99'' '
•SN '
049=7061iA
0.1
KM
04/16/99
SM
846-7471A
0.1
KM
.64/16/99
SM
846-7741A
RD
04/16/99
EPA
150.1
100
DCH
04/16/99
CALCULATION
'
5
JCM
04/16/99
SW
846-6010
1
AB
04/16/99
SM
4500—CL D
10
JCM
04/16/99
SM
846-9038
ALL VALUES ARE ON A DRY HEIGHT BASIS .EXCEPT AS NOTED."(,�®!/u�l
'H. CHU C. NORMA JGNE9
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977

CITY OF DUNN WASTEWATER TREATMENT PLANT
TCLP ANALYSIS

TOXICITY CHARACTERISTICS LEACHING PROCEDURE
(TCLP ANALYSIS)
Note: TCLP Not Required In Permit

PATHOGEN AND VECTOR ATTRACTION REDUCTION DOCUMENTATION

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM
Facility Name: City Of Dunn Permit Number: W00006101
WWTP Name : Dunn WWTP NPDES # NCO043176
Monitoring Period: From 01 101 1 98 To 12 1 31 1 98
Pathogen Reduction (40 CFR 503.32) — Please indicate level achieved and alternative performed
Class A
Alternative 1
Alternative 4
Alternative 2
Alternative 5
Alternative 3
Alternative 6
Class B X
Alternative 1 Alternative 2 X Alternative 3
If applicable to alternative performed (Class B only) indicate " Process To Significantly Reduce Pathogens ".
X Aerobic Digestion Air Drying _Anaerobic Digestion _Composting _ Lime Stabilization
If aoDlicable to alternative performed (Class A or Class B) complete the following monitoring data:
Allowable
Pathogen Density
Number of
Frequency
Sample
Analytical
Parameter
Level inSludge
Exceedences
of Analysis
Type
Technique
Minimum
Average
Maximum
Units
Fecal
2 x 10' MPN
Colifonn
per gram of total
solids or 2 x 108
CFU per gram
of total solids
1000 MPN
per gram of
total solid
(dry weight)
Salmonella
3 MPN per
bacteria (in
grams total solid
lieu of fecal
(dry weight)
colifonn)
Vector Attraction Reduction (40 CFR 503.33) — Please indicate option performed
Option 1 X Option 2 Option 3_ Option 4_ Option 5
Option 6 Option 7_ Option 8 _ Option 9 _ Option 10_
No vector attraction reduction options were performed
CERTIFICATION STATEMENT (please check the appropriate statement)
X " I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have been met"
I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector
attraction reduction requirement in 40 CFR 503.33 have not been met." ( Please note if you check this
statement attach an explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the system designed to
ensure that qualified personnel properly gather and evaluate the information used to determine that the pathogen
and vector attraction reduction requirements have been met. I am aware that there are significant penalties for false
certification including fine and imprisonment."
Victor R. Quick, Plant Manager
Preparer Name and Title (type or print)
Signature of Preparer Date
William Taman
Land Applier Name and Title (if applicable) (type or print)
Signature of Land Applier (if applicable) . Date

CITY OF DUNN
POST OFFICE BOX 1065 • DUNN • NORTH CAROLINA 28335
PUBLIC WORKS DEPARTMENT • [phone] • FAX [phone]
January 6, 1999
Rob Wilcox
S&ME, Inc.
3718 Old Battleground Rd.
Greensboro, NC 27410
Dear Rob:
Please find enclosed the information requested from the City of Dunn for the
completion of our annual Biosolids report. In the past I have been providing the
information for Pathogen Reduction and Vector Attraction for the entire year. I
understand that for our volume, we are only required to provide this information for one
haul event. I am remitting the information for our last haul of the year. Should you
determine that you continue to need the retention time for the other haul events, please
advise me and I will provide this information to you. If you need any further information
regarding this, contact me at [phone].
Sincerely, ) ��
Victor R. Quick
Treatment Plants Superintendent
!x!'
A&A. mft
Home ojMaj. Gen. William C. Lee 1 I I I I "'Father of the Airborne"

CITY OF DUNN
LAND APPLICATION
PROCESS DESCRIPTION
The City of Dunn currently operates a 3.75 MGD extended aeration facility.
The Biosolids generated are land applied as a Class `B" sludge.
For Class `B" Pathogen Reduction the City implements Alternative B2,
Aerobic Digestion, as a Process to Significantly Reduce Pathogens (PSRP).
Dissolved Oxygen concentrations, Volatile Solids, Mean Resident Time, and
Temperature are measured and recorded on our aerobic digester and aerobic
solids holding tank. Air, mechanical mixing, and recirculation of the sludge
maintains aerobic conditions and constant temperature.
The City of Dunn has an aerobic digester that holds 125,000 gallons and an
aerobic holding tank that holds 600,000 gallons. We do not waste to the
digester on a continuous or daily basis. The Waste Activated Sludge is
processed through a Diffused Air Floatation unit prior to entering the
digester. When the digester is filled to near capacity the entire batch is
transferred to the sludge holding tank for further digestion. This provides us
with additional residence time and increases the Volatile Solids Reduction
through the continued aerobic biological process. This acts as a staged
operation where the sludge holding tank is actually another completely
mixed digester in series to the digester
The City of Dunn performs sludge processing Option 1 for Vector Attraction
Reduction. This option requires that a 38 percent reduction in Volatile.
Solids be demonstrated. Volatile Solids concentrations are taken of the raw
waste activated sludge and concentrations in the stabilized activated sludge.
Applying this information to Van Kleek's equation enables the City to
determine compliance for this option.

IJ
CITY OF DUNN
RESIDENCE TIME DETERMINATION
PERIOD: June 20, 1998 to October 20, 1998
% SOLIDS: 3.14
GALLONS APPLIED: 604,500
DATA I
CALCULATIONS
DAY
CUBIC
METRES
Kg/M3
M3-Kg/M3
M3`Kg/M3" DAYS
119
41
31
1271
151249
118
33
31
1023
120714
117
41
31
_ 1271
148707
116
44
31
1364
158224
111
45
31
1395
154845
110
45
31
13951
153450
103
57
31
1767
182001
102
58
31
1798
183396
91
39
31
1209
110019
84
39
31
1209
101556
83
52
31
1612
133796
80
55
31
1705
136400
75
40
31
12401
93000
68
44
31
1364
92752
67
37
31
1147
76849
61
35
31
1085
66185
55
25
31
775
42625
541
19
31
589
31806
521
27
31
837,
43524
391
35
31
1085
42315
38
35
31
1085
41230
36
41
31
1271
45756
35
39
31
1209
42315
34
35
31
1085
36890
33
32
31
992
32736
31
36
31
11161
34596
28
35
31
1085
30380
27
35
31
1085
29295
26
35
31
1085
28210
13
38
31
1178
15314
12
35
31
1085
13020
11
35
31
1085
11935
10
351
31
1085
10850
9
351
311
10851
9765
TOTALS
1 406721
2605705

CITY OF DUNN
RESIDENCE TIME DETERMINATION
L
U
PERIOD: June 20, 1998 to October 20, 1998
% SOLIDS: 3.14
GALLONS APPLIED: 604,500
DATA CALCULATIONS
DAY CUBIC Kg/M3 M3-K9/M3 M3-K9/M3-DAYS
METRES
r TOTALS 1 18911 85871
2614292/42563 + 8 = 69 Days

J
CITY OF DUNN
i TEMPERATURE RECORD CHART
UNIT: Holding Tank YEAR: 1998
OPERATIONAL LIMITS: > 15 degrees C
U
DATEI
JAN I
FEB I
MAR I
APR I
MAY I
JUN I
JUL I
AUG I
SEP I
OCT
I NOV
I DEC
1
12
15
23
EMPTY
25
33
EMPTY
35
36
33
EMPTY
EMPTY
2
12
15
24
EMPTY
24
35
EMPTY
36
33
34
EMPTY
EMPTY
3
11
16
25
EMPTY
22
36
EMPTY
34
34
34
EMPTY
EMPTY
4
12
17
25
EMPTY
23
34
EMPTY
36
34
33
EMPTY
EMPTY
1 5
15
16
25
EMPTY
23
32
EMPTY
35
34
32
EMPTY
EMPTY
6
171
19
26
EMPTY
24
32
EMPTY
351
35
32
EMPTY
EMPTY
7
17
19
25
EMPTY
22
32
EMPTY
32
34
34
EMPTY
21
8
17
18
26
EMPTY
23
30
EMPTY
36
35
34
EMPTY
20
9
17
18
26
EMPTY
24
29
EMPTY
37
34
35
EMPTY
20
10
18
18
26
EMPTY
24
30
EMPTY
37
33
34
EMPTY
18
11
18
171
27
EMPTY
1 23
28
EMPTY
37
291
34
EMPTY
21
12
18
17
26
EMPTY
23
28
EMPTY
38
341
32
EMPTY
21
13
17
17
24
EMPTY
28
33
EMPTY
38
331
32
EMPTY
1 21
14
16
17
26
EMPTY
29
321
27
38
34
33
EMPTY
21
1s
18
17
26
EMPTY
28
321
29
36
31
32
EMPTY
21
16
17
17
27
EMPTY
27
341
29
35
34
31
EMPTY
20
17
151
19
26
EMPTY
27
361
291
38
36
31
EMPTY
15
18
15
21
26
EMPTY
28
34
29
38
37
32
EMPT-Y
21
19
15
21
26
EMPTY
28
31
30
34
381
31
EMPTY
21
20
13
20
27
EMPTY
28
EMPTY
31
34
38
35
EMPTY
21
21
13
17
26
EMPTY
29
EMPTY
32
34
37
33
EMPTY
22
22
12
22
27
EMPTY
29
EMPTY
32
31
33
EMPTY
EMPTY
21
23
131
21
26
EMPTY
27
EMPTY
33
321
34
EMPTY
EMPTY
19
24
14
21
25
21
29
EMPTY
32
32
33
EMPTY
EMPTY
18
25
13
19
28
23
28
EMPTY
32
33
32
EMPTY
EMPTY
17
26
16
23
27
24
29
EMPTY
34
34
33
EMPTY
JEMPTY
16
27
13
231
26
23
31
EMPTY
33
35
34
EMPTY
EMPTY
19
28
13
231
27
23
30
EMPTY
331
34
33
EMPTY
EMPTY
21
29
13
271
241
30
EMPTY
33
351
34
EMPTY
EMPTY
18
30
15
27
- 241
31
EMPTY
35
361
33
EMPTY
EMPTY
16
31
151
1 31
34
361
JEMPTY.
15

CITY OF DUNN
1998 VECTOR ATTRACTION
DOCUMENTATION AND CALCULATIONS
RAW SLUDGE STREAM
DRY WT. .15
IGNITED WT. .04
.11
RAW STREAM PERCENT VOLATILE:
STABILIZED SLUDGE STREAM
DRY WT. .30
IGNITED WT. .14
.16
.11/.15 =.733 = 73%
STABILIZED STREAM PERCENT VOLATILE:
.73 - .53
.73 - (.73 * .53 )
.20
.73 - .39
.20 = .59 * 100 = 59%
.34
L
16/.30 = .533 = 53%

CITY OF DUNN WATER TREATMENT PLANT
NUTRIENT AND METAL ANALYSIS

CITY OF DUNN
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Permit No. W00006101
Residual Type: Water Treatment Plant
Date Sampled: 5/27/99
Date Reported: 613199
3.78 % Solids
n,I
Parameter
°!o
PPbIDr� Weight
H Poundsi3ryTan
itrogen(TKN)
1.510
15,100.000
30.200
Phosphorus
0.250
2,500.000
5.000
Potassium
0.060
600.000
1.200
PAN injected)*
0.467
4 668.000
9.336
PAN (surface)*
0.462
4,618.000
9.236
Ammonia Nitrogen
0.010
100.000
0.200
Calcium
0.080
800.000
1.600
Calcium Carbonate E .
---
---
---
Magnesium
0.130
1,300.000
2.600
Sodium
0.050
500.000
1,000
Sulfate
0.128
1,280.000
2.560
Nitrate N +Nitrite N
0.007
68.000
0.136
Manganese
---
885.000
1.770
Chloride
---
590.000
1.180
Iron
---
30,700.000
61.400
Aluminum
89 800.000
179.600
Arsenic
---
6.220
0.012
Cadmium
1.200
0.002
Chromium
101.000
0.202
Copper
---
68.000
0.136
Lead
---
71.000
0.142
Mercury
---
<0.100
0.000
Molybdenum
---
28.000
0.056
Nickel
---
29.000
0.058
Selenium
2.040
0.004
Zinc
78.000
0.156
A&L Eastern Laboratories Report No.: R156-044
*Determination of Plant Available Nitrogen (PAN):
Injected Application: 0.467 % PAN
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application: 0.462 % PAN
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) +Nitrate N +Nitrite N = % PAN
Prepared by S&ME, Inc. 8/5/99

R156-044
REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
ACCOUNT 46061 PAGE 1
SBME (DUNN)
ATTN: RICK BAKER
3710 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
LAB NUMBER=.42889
SAMPLE ID =CITY OF DUNN
JOBN1588-95-016 PON8610
CITY OF DUNN
BIOSOLIDS ANALYSIS REPORT
DETECTION
RESULT RESULT LIMIT ANALYSIS
PARAMETER ( X ) (MG/KG) (MG/KG) ANALYST DATE
-------------------------------------------------------
ROB WILLCOX
DATE SAMPLED
DATE RECEIVED 05/28/99
DATE REPORTED 06/03/99
METHOD REFERENCE
-----------------------
SOLIDS(AS IS)
3.78
37800
100
KCS
05/28/99
SM
25406
NITROGEN(TKN)
1.51
15100
100
KCS
•05/31/99
EPA
351.3
PHOSPHORUS
0.25
2500
100
KM
05/31/99
EPA
365.4
POTASSIUM
0.06
600
100
JCM
05/31/99
SW
846-6010
CALCIUM
0.08
Boo
100
JCM
05/31/99
SW
846-6010
MAGNESIUM
0.13
1300
100
JCM
05/31/99
SW
846-6010
SODIUM
0.05
500
100
JCM
05/31/99
SW
846-6010
IRON
30700
1
JCM
05/31/99
SW
846-6010
ALUMINUM
89800
10
JCM
05/31/99
SN
846-6010
MANGANESE
885
1
JCM
05/31/99
SW
846-6010
COPPER
68
1
JCM
05/31/99
SW
846-6010
ZINC
78
1
JCM
05/31/99
SW
846-6010
AMMONIA -NITROGEN
ND
100
KCS
05/31/99
EPA
350.2
NO3-1402 NITROGEN
68
10
KCS
05/31/99
SM
4500-NO3 F
CADMIUM
1.2
1
JCM
05/31/99
SW
846-6010
CHROMIUM
101
5
JCM
05/31/99
SW
846-6010
NICKEL
29
5
JCM
05/31/99
SW
846-6010
LEAD
71
5
JCM
05//331//9,(9�
SW
846-6030
ALL VALUES ARE ON
A DRY WEIGHT BASIS
EXCEPT AS
NOTED."�-'""-
OP
_
0'f
A UL C. H. CHU
. NORMAN JONES
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or In part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
R156-044 ACCOUNT 46061 Fax No. (8A4dE 71 z446
No XOUT ON M u: R :
SBME (DUNN)
ATTN- RICK BAKER
3710 OLD BATTLEGROUND RD
GREENSBORO NC 27410-2314
LAB NUMBER = 42BB9
SAMPLE ID = CITY OF DUNN
RESULT
PARAMETER ( X )
JOB#1588-95-016 PO#8610
CITY OF DUNN
BIOSOLIDS ANALYSIS REPORT
DETECTION
RESULT LIMIT ANALYSIS
(MG/KG) (MG/KG) ANALYST DATE
ROB WILLCOX
DATE SAMPLED.
DATE RECEIVED 05/28/99
DATE REPORTED 06/03/99
METHOD REFERENCE
------------------------
ARSENIC
6.22
0.4
KM
66/02/99
SW
846-7061A
MERCURY
MD
0.1
KM
06/02/99
SM
846-7471A
SELENIUM
2.04
0.1
KM
06/02/99
SW
846-7741A
PH (STD.UNITS,AS IS) 6.20
RD
05/31/99
EPA
150.1
CALCIUM CARBONATE EO ND
100
LDR
05/31/99
AOAC
955.01
ORGANIC NITROGEN 1.51
15100
160
DCH
05/31/99
CALCULATION
MOLYBDENUM
28
5
JCM
05/31/99
SM
846-6010
CHLORIDE
590
1
AB
05/31/99
SM
4500—CL D
SULFATE
1260
10
JCM
05/31/99
SH
846-9038
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED." (
A C. H. CHU ekNM
ORNA JONES
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. Copyright 1977

CITY OF DUNN WATER TREATMENT PLANT
TCLP ANALYSIS

SPECIALIZED
ASSAYS, INC.
2960 Faster Creighton Dr.
P.O. Box 40566
Nashville, TN 37204-0566
Phone [phone]
TESTAMERICA INC 86?0
PAM HESTER
2003 N. FINE STREET, STE 2
LUMBERTON, NC 28358
Project: 1F9L -lG470
Pro„ect Name: CITY OF. DUNN
Sampler:_RCNNIE DICKENS
ANALYTICAL REPl7RT
Lab Number: 99-A97068
Sample ID: #001 DUNN WATER
Sample Type: Solid waste
Site ID:
Date Collected: 6/29/99
Time Collected: 8:30
Date Received: 6/30199
Time Received: 9:00
TCLP Results
natrix Spike
Analyte Result units Reg Limit Recovery (X) Date Time analyst nethod
---- -------- -------- - ----------- ------------------------- --------- ----- ---------- ----'
Arsenic
( 9.10
mgll
5.0
IV
7/ 3197
5:22
6.Robinson
6010D
Barium
( 1.09
ng11
1D0
95
7/ 3199
5:22
G.
Rob! nson
6010B
Cadmium
( 0.100
ng/i
1.0
10l
V al?9
5:22
G.Robinson
6010D
Chromium
( 0.50
ng/l
5.0
94
7/ 8/77
5:22
G.Robinson
68IOD
Lead
( 0.50
ng/l
5.0
93
7/ 8197
5:22
G.Robinson
60100
nercury
( 0.BID
mg/l
0.20
94
7/ 8199
5:34
O.ncCord
7470A
Selenium
< 0.100
mg/1
1.0
105
7/ 8/97
5:22
6.Robinson
6010D
Silver
( 0.}D
ng/l
5.0
95
7/ 8179
5:22
6.Robinson
6010B
Benzene
< 0.05
ma/l
0.5
104-
7/ 7179
17:37
T
ncCollun
8260
Carbon tietrachloride
( 0.05
mg/l
9.5
111
7/ 7197
IT:37
T
MoCollun
8260
Chlorobenzene
< 10.0
mg/1
100
104
7/ 7199
17:39
T
MoCDllun
8260
ChloroForn
( 0.000
ng/l
6.0
103
7l 7197
17:37
T
ncCollum
8269
1,2-Dichloroethane
t 0.05
mg/1
0.5
111
7/ 7199
17:37
T
ncCollun
326U
1,1-Dichloroethene
( 0.07
ng/1
0.7
103
7/ 7197
17:37
T
McCollun
8269
nethylethylketone
( 20.0
mgll
200
120
71 7197
17:39.
T
ncCollun
8260
Tetrachloroethere
( 0.97
mg/1
0.7
102
7/ 7199
17:37
T
ncCollum
8260
Trichloroethene
( 0.05
mg/l
0.5
120
7/ 7/97
17:39
T
McCallum
8260
Vinyl Chloride
( 0.02
mg/1
D.T
log
7/ 7197
17:37
T
McCollum
$260
Cresols
( 0.01
mg/l
200
a3
7/ 7177
7:51
n.
Cobb
8270
1,4-Dichlorobenzene
< 0.01
mgll
7.5
23
7/ 7197
7:.d
n.
Cobb
8270
2,4-Dinitrotoluene
( 0.8i
mg/l
0.13
11
7/ 9/97
7:51
n.
Cobb
3270
Rexachlorobenzene
t 0.0}
mg/I
0.13
1u
7/ 7/9?
7:51
M.
Cobb
8270
Hexchlor-1,3-butathen
( 0.01
mg/1
0.5
33
7/ 9/9?
7:51
n.
Cobb
8270
Rexachloroethane
( 0.01
ng/l
3.0
27
7/ 71?7
7:51
n.
Cobb
8770
nitrobenzene
( 0.01
mgll
2.9
36
7/ 7179
7:51
n.
Cobb
8779
Pentachlorophenol
( 0.Di
m9/1
10g
22
7/ 9197
7:51
n.
Cobb
8770
Pyridine
t 0.01
mg/1
5.0
21
7/ 9199
7:51
H.
Cobb
8270
2,4,5-Trichlorophenol
( 0.0}
ng/1
409
23
7I ?/99
7:51
M.
Cobb
8270
1,4,6-Tr!chlcrophenoi
( 9.61
null
2.0
24
7" .*"l??
7:51
n.
Cobb
31-9
Chlordane
( 0.Du3
mg/l
9.03u
73
7/11I99
23:18
M.Jones
8030
2,4-D
; 1.0
mg/l
10.9
51
7I10/??
1& 34
M."nogers
8150
`cndrin
( 1.0020
mg/1
D.12
140
7111197
23:13
M.Jones
Bugg
Reptaohlor
( 0.u003
ng/1
D.903
?5
7/11/??
23:13
n.Jones
Bugg
Lindane
( 0.040
mg/1
0.4
67
7/111?9
23:13
n.Jones
Bugg
netboxgchlor
( LOU
mg,'.l
1C.0
;1D
7/11,177
23:18
M.
JDnes
Bugg
Toxaphene
( a. gig
mail
0.10
103
7/11199
23:13
n.Jones
8080
Silve:;
( a.1g
me/}
1.0
70
mom
16:34
M.6ogers
3150
TREATMENT F
COPY

SPECIALIZED
ASSAYS, INC.
2960 Foster Creighton Dr.
P.O. Box 40566
Nashville, TN 37204-0566
Phone [phone]
TCLP Results
A7VALYT=GAL IF? 1EPORT
Laboratory Number: 94-Ac770SE3
Sample ID: ##001 DUNN WATER TREATMENT PL
PaQe 2
Hatrix Spike
Analyte
Result Units
Reg Lihit Recoverg C',? Date
Tine
Analyst
Method
Heptachlor epoxide
S 0.0DD8 ng/l
0.003 IDS 7111197
23:18
A. Jones
3080
TCLP Extraction
Initiated
7/ 1197
16:09
E. Mabry
13U
Zero Headspace Extraction
Initiated
7/ 1/99
16:90
E. Uabrg
1311
RD = Not detected at the report Unit.
TCLP prepartion Follous Kethod 1311, SH-346 Revision 3.
Surrogate
7. Recovery
Target
Range
UDA Surrogate, 1,2-Dichloroethane, d4
105.
60.
- 133.
U➢A Surrogate, Toluene d8
86.
80.
- 113.
U➢A Surrogate, 4-Or1noFluorobenzene
92.
>•3.
- 122.
Burr-Hitrobenzene-ds
31.
15.
- 105.
Burr-2-Fluorobiphengl
20.
17.
- 110.
Burr-Terphenyl d14
28.
10.
- llb.
Burr -Phenol 45
is.
10.
- 100.
Burr-2-Fluorophenol
is.
9.
- 100.
Burr-2,4,5-Tribronophenol
27.
15.
- 134.
pest Burr-TChX
26.
20.
- 122.
Burr-Dibutylchlorerdate
58.
10.
- 120.
Burr-DCPAA
45.
20.
- 130.
Report Approved 9y: c Q ucS CL Report Date:
Theodore J. Duello, Ph. D. , Lab Director
Michael H. Dunn, M.S., Technical Director
Johnny A. Mitchell, Dir. Technical Services
Eric Smith, Assistant Technical Director
Gail A Lage, Technical Services
Laboratory Certification Number: 3E7
7/14/??
COPY 1

SPECIALIZED
ASSAYS, INC.
2960 Foster Creighton Dr.
P.O. Box 40566
Nashville, TN 37204.0566
Phone [phone]
RRO.JIECT QUALITY CONTROL DATA
Dlank Data
Nnalgte
--------------
Blank Value
------------
Units
-------
Q.C. Batch
----------
Arsenic
£ 0.10
ngl2
9693
Bariun
£ 1.09
ng(-±
9693
Cadniun
£ 0.100
n111
9693
Chraniun
£ 0.50
n111
9693
Lead
£ 0.50
ng/l
9693
Hercurg
£ 0.010
ng(I
9381
Selealun
£ 9.100
ng(i
9693
Silver
£ 0.10
ng(I
9693
Benzene
£ 0.05
na^_
9670
Carbon tetrachloride
£ 0.05
ng/1
9670
Chlorobenzene
€ 10.0
11111
9670
Chloraforn
£ 0.060
ngl2
967U
1 ? 0b:hloraethane
£ 0.95
ng(1
967U
1,1-0ichleroethene
£ 0.07
n111
9670
ffethglethylketone
€ 2ii.0
n1I1
9670
Tetrachloroettene
£ 0.07
ngl2
7670
Trichloroethere
£ 9.05
ng(i
9670
Vingi Chloride
< 0.02
ng(I
9670
Cresols
€ 0.01
ng/1
9983
1,4-Oichlorobenzene
€ 0.01
n1I1
9983
2,4-Uiaitrotaiuene
€ 0:01
ng/l
9583
_ - Hexachlarabenzene
£ 0.0i
ng(i
9983
' Hexnhlor-1,3-5utadiea
£ 0.01
ng(I
9983
Hexachloroethane
£ A.01
ng(I
9983
Hitrnbenzene
£ 0.01
ng/1
5483
Pentachloraphenpl
€ 0.01
ng(1
9983
Pyridine
£ 0.01
ng/l
9983
2,4,5-Trichloropheaol
€ 0.01
n111
9983
2,4,6-Trichlorophenal
£ 0.01
ng(1
9S&3
Chlordane
< U.003
ngil
36
2,4-U
€ 1.0
ng(i
944
Endrin
€ 9.0020
.noll
36
Heptachlor
€ BAUM
n511
36
-- Lindane
£ 0.049
ng(I
36
rethaxgchlor
€ 1.50
ng(1
36
Toxaphene
£ 0.059
ngll
36
Silvex
€ 0.10
a3!1
944
Heptachlor epoxide
€ 9.0008
mrVI
36
COPY

Chain of Custody Record
TESTAMERICA INC.
e-t ut `1 a... Uf (M fl Rockford. 11 (0)
--G-Asheville, NC (A) f] Barden, IL (C) O Cedar Fails, IA (E)O Charlotte, NC (G) U Dayton, ON (1)
/-] I.mnucrron, rw (NY nas.i..C. . ^ yr — - -•- __, .... —
l - [phone] [phone] [phone]
[phone] [phone] [phone] [phone] [phone]
O Atlanta, GA (B) O Brighton, CO (DID Charleston, SC (F) O Columbia, SC UI) O Davenport. IA (1)
[phone]
[phone] [phone]
O Indianapolis, IN (L) O Macon, G%s (N) O Orlando, FL (P) El Wale' town• WI (it(770)368-0636
[phone] [phone] (,8103)796-8989 [phone]
[phone] (912)757,0811
Project No.: 9 L ^ I CO) L%O REQUESTED
PARAMETERS
Client: V
Report Address: . 0 B C ' Q 6 5
Invoice Address:
��
��-
(A�
Q' V
v 1�
\
is this work being conducted for
regulatory
compliance monitoring? Yes_ No_
Is this work being conducted for
regulatory enforcement action?
Yes_ Nu_
Which regulations apply:
RCRA_ NI'DESWasiewater_
-0w(d ►! r- Z833S
Attu: a-i-ar
Attu: ialFCFe�C �,,,; e
Phone No.� /a^g73 iL
Sttn led B //
P Y•Rc4latte Dje/te
Fax No.: Jipr - $9a, ga '] (
Y.O. Nu:
Quote No.
TURNAROUND TIME
\
/ f
UST_ Drinking Water_
Gther_ None_
Slate Samples Collected G
I�Standard
O Rush (surcharges may apply) Date
Needed:
t and a of conlainars
Sample ID
Date
Time
Cmnp (C)
Grab (G)
Matrix
Leh Use
to
o
C7
,b
a
REMARKS
bul4fl 44rT>�
Q}7�
4
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99—A97088
Ka �v.
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-;.,QL'gellverables iu PonsyL7 Lev,. �} 0 $ •S '-k £:ai�°ti+6•,ti<.fa?>i#
:!pr..�+Y it "9teli �,'q`iLj S�.._i�dt ��tt g4e�w 1{�+��4i 3+' i) Y.'AL it SX�id�`i '.
(2'.( )�-,a,#fs,�;.q.%}'' f ;t €� r)i ...
r (feat -
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��E
y. 1' t b• E� „?,'�vaFrzI}... _ B
n
S&try /fez-,h4
^8
COMMENTS: %&9
3,gp•""gN,,ittlp 4TW: Scx-f►
Cyrcer+36x� rre z7y/a
LDS%/6;L
r l )
tUzt? 1nt (ABU6E9N4Y t�"Fs at
ale tme
Relinquished B ale ime Received By:
9 Y' �
i��;�� x� t a g ^tS rot i' � i�4 � •
" Relinquished By: l L_ i - l..-)bvz(y-r-� Date Time Received By:
Date Time
art rar1.S r�I Ig.t�'
Date Time
Received By:
Dale Time
zt �sr ,r
%'CuslodY Seelir ❑Ya j+-)�:�No '-'LJP
Relinq fished By:

Chain of Custody Record r.V ACRIM MC ■ Page of
0 Asheville, NC (A) O Burtle», IL (C) 0 Cedar Falls, IA (E)O Charlotte, NC (G) 0 Daylon, OH (l) Lumbenon, NC (K) 0 Nashville, TN (M) 0 Pontiac, MI (0) 0 Rockford. 11 (Q)
(828) 254-5 169 [phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone]
CI Atlanta, GA (B) 0 Brighton, CO (D)CI Charleston, SC (F) 0 Columbia, SC (11) 0 Davenport. IA (1) O Indianapolis, IN (L) O Macon, GA (N) 0 Orlando, FL (P) 0 Watertown, WI (it)
[phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone]
Client: I _
Project No.: °� Lj L — U LA-76
REQUESTED PARAMETERS
_
Report Address: 6 B ' 0 (a
Invoice Address:
. p i
i
Is this work being conducted for
regulatory
A ��fitZ$3 33
compliance monitoring? Yes_ No_
Attn: 4c
Attn: VI ��C �r,�t/i�
r,Tar
t "
Is this work being conducted for
V regulatory enforcement action?
Phone No.J 7 - fZ
Sample) By: DkkP f
X-d>G
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1 V Yes_ No_
Fax No.: !/tf - 9 JA- gb! (
P.O. No:
Which regulations apply:
RCRA_ NPDESWaslewater_
Quote No.
TURNAROUND TIME
f UST_ Drinking Water_
I
State Samples Collected G
IVgmndard
her None_
O Rush (surcharges may apply) Date
Needed:
# and t e of containers
Sample ID
Dale
'Time
GralComi (Gj
Mutrix
Lab Usc
o
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`e
REMARKS
bVops (A T
o0
b
1rreKmjwr Plate
60
4P
K°2 W
QCDebvepbles: �: dNnngti D�Leye12 Hatch'06C'
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Rec Lab Temp `
".
�-
Level 3 0 4 Other s .n h
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a
. �''
a
,y..
. y
.
COMMENTS: 5e� �eSY �. S'F flM�S4L,
3 0/8 6 Aq+W*,q nw+n ��/_
rrcr z �Yia
Relinquished By:
ZftfJ^' /6•L
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Received Hy:
�'q'Y9 (aL
Dale Ime
LAB US, ONLY:. -
Y n .
Relinquished By: �...�_ i - 1....)�"tt-d,ya.L
Date I Time
Received By:
Dale Time
Relinquished By:
Date I Time
Received By:
Dale I Time
' Cudtod'y Seal:"n- Yes ON, ON/A
Relinquished By:
Date I Time
Received By:
Dale I Time
Bottles Supplied by'1'A: ❑Yes ONo

APPENDIX B
SOIL SERIES DESCRIPTIONS

ALTAVISTA

LOCATIii^7 A'_TAJ_S`:A NC=AL GA FA SC TS VA
Estaolished Series
Rev. AG
3/92
ALTAVISTA SERIES
The Altavista series consists of very deep, moderately well drained
soils on stream terraces and old flood plains in the Piedmont and
Coastal Plain, and low marine terraces in the Coastal Plain. They
formed in loamy fluvial and marine sediments of mixed mineralogy origin.
Siopes range from 0 to 10 percent. Mean annual precipitation is 48
inches and mean annual temperature is 61 degrees F. near the type
location.
TAXONOMIC CLASS: Fine -loamy, mixed, thermic Aquic Hapludults
TYPICAL PEDON: Altavista fine sandy loam --cultivated. (Colors are for
moist soil unless otherwise stated.)
Ap--O to 8 inches; grayish brown (10YR 5/Z) fine sandy loam; weal;
- medium granular structure; very friable; many fine roots; moderately
acid; abrupt smooth boundary. (5 to IZ inches thick)
E--8 to 12 inches; pale brown (10YR 613) fine sandy loam; weak fine
granular structure; very friable; few fine roots; moderately acid;
abrupt smooth boundary. (0 to 12 inches thick)
BE--12 to 15 inches; brownish yellow (10YR 6/6) sandy clay loam;
weak fine subangular blocky structure; friable; few medium roots;
moderately acid; clear wavy boundary. (0 to 6 inches thick)
Bt1--15 to 20 inches; yellowish brown (10YR 5/6) clay loam; common
fine distinct yellowish red mottles; weal: medium subangular blocky
structure; friable; few fine roots; few flares of mica; common faint
clay films on faces of peds; moderately acid; clear smooth boundary.
Bt2--20 to 35 inches; yellowish brown (10YR 5/8) sandy clay loam
medium; common medium distinct light brownish gray (10YR 6/2) mottles;
weak medium subangular blocky structure; friable; few fine roots; few
flakes of mica; common faint clay films on faces of peds; strongly acid;
gradual smooth boundary. (combined thickness of the Bt horizon is 14 to
40 inches.)
BC--35 to 42 inches; brownish yellow (10YR 6/6) sandy loam; many
medium distinct light brownish gray (10YR 6/Z) mottles; weak fine
subangular blocky structure; friable; few flakes of mica; strongly acid;
gradual smooth noundary. (0 to Z5 inches thick)
C--42 to 60 inches; mottled yellowish brown (10YR 5/0) and gray
(10YR 6/1) coarse sandy loam; massive; very friable; many gravel; few
flakes of mica; strongly acid.
TYPE LOCATION: Wake County, North Card Iina; 12 miles south of Raleigh
on Old Stage Road, 1.5 miles southwest of Plymouth Church on farm road,
rear Vliddle Creek, 200 yards east of farm road.
RANGE IN CHARACTERISTICS: Sol= thickness ranges from 30 to :pore than
60 inches. Depth to bedrock is more than 120 inches. Coarse fragments

?AeE U'Z
of gravel range from 0 to 5 percent in the A and E horizons and are
common to many in the C horizons of some pedons. The soil reaction is
extremely acid to moderately acid except where the surface has been
limed. Limed soils are typically moderately acid or slightly acid in
the upper part. Flakes of mica range from few to common in the E and C
horizons of most pedons.
The A or Ap horizon has hue of 7.5YR, IOYR, or 2.5Y, value of 4 to 6,
and chroma of 1 to 4. Texture is loamy sand, loamy fine sand, fine
sandy loam, very fine sandy loam, silt loam, sandy loam, or loan.
The E horizon, where present, has hue of 10YR to 2.5Y, value of 5 to 7,
and chroma of 3 to S. Texture is loamy sand, loamy fine sand, fine
sandy loam, very fine sandy loam, silt loam, sandy loam, or loam.
The BE horizon, where present, has hue of 7.5YR, 10YR, or 2.5Y, value of
5 to 7, and chroma of 3 to 8. It is fine sandy loam, sandy loam, loam,
or sandy clay loam.
The Bt horizon has hue of 7.5YR, 10YR, or 2.5Y, value of 5 to 7, and
chroma of 3 to S. Mottles with chroma of 2 or less are within 24 inches
of the upper boundary of the Bt horizon. Mottles in shades of gray,
brown, yellow, or red may be present. A few red concretions are in the
Bt horizons of some pedons. The lower part of the Bt horizon of some
pedons is mottled and has no dominant color. Texture is dominantly
loam, clay loam, or sandy clay loam. Some subhorizons of the Bt horizon
in some pedons are fine sandy loam or sandy loam. Content of silt is
less than 30 percent.
Some pedons have Btg horizons below the Bt horizon. There present, they
have hue of IOYR or 2.5Y, value of 5 to 7, and chroma of 1 or Z. Mottles
in shades of gray, brown, yellow, or red may be present as well as a few
red concretions. The texture range is the same as for the Bt horizon.
The BC horizon, where present, is similar in color to the lower Bt
horizon. Some pedons have a BCS horizon, which has the same color range
as the BtS horizon. Mottles in shades of gray, yellow, brown, and red
are common to many in most pedons. Texture is sandy loam, loam, sandy
clay loam, fine sandy loam, loamy fine sand, or loamy sand.
The C horizon has hue of 7.5YR to 2.5Y,' value of 4 to 7, and chroma of 3
to S, and is typically mottled in shades of red, yellow, brown, or gray.
In some pedons it is mottled and has no dominant color. The Cg
horizon, where present, has the same hue and value, but has chroma of 2
or less. The C and CS horizons are typically sandy or loamy sediment
with textures of sand, fine sand, coarse sand, loamy sand, loamy fine
sand, loamy coarse sand, sandy loam, fine sandy loam, loam, sandy clay
loam, or clay loam. A few pedons on stream terraces or old flood plains
nave 2C horizons that are clayey.
COMPETINIC SERIES: These are the Abell, Bertie, Sheva, Tetotum, and
Winton soils in the same family, and the Augusta, Charleston, Dogue,
Eunola, Coldsboro, Johns, State, and Wickham soils in closely related
families. Abell soils have a litholoSic discontinuity in the Bt
horizon. Augusta soils are fine -loamy, mixed, thermic Aeric
!chraquults. 3ertie soils have a significant amount of montmori!lonite
in the Bt horizon, and Tetotum soils contain more than 30 percent silt.
Charleston soils are coarse -loamy, mixed, . er:mic Aquuttic Hap!udalfs.

-A= V
DoSue sobs are in: a clayey, mixed, thermic fa:ni!y. Eun:ota sorts are in
a fine -loamy, siliceous, thermic family, and Jo ns soils are in a
fine- loamy over sandy or sandy skeIeta I family. Goldsboro soils are
fine -loamy, siliceous, thermic Aquic Paleudults. Sheva soils have a
paralithic contact at a depth of ZO to 40 inches. State and Wickham
soils are fine -loamy, mixed, thermic Typic Hapiudults. Winton soils are
wetted by lateral water flow and have a perched water table, and in
addition are on steep narrow bluffs.
GEOGRAPUIC SETTING: Altavista soils that have none to rare flooding are
on stream terraces in the Piedmont and Coastal Plain. along streams that
drain from the mountains and Piedmont through the Coastal Plain, and on
marine terraces in the Lower Coastal Plain below the Suffolk Scarp.
Altavista soils that have common flooding are an old flood plains
(referred to as low stream terraces in many soil surveys). The soils
formed in fluvial and marine sediment of a mixed mineralogy source.
Slope is mainly 0 to 6 percent, but ranges from 0 to 10 percent. Mean
annual precipitation is about 48 inches and mean annual temperature is
about ti degrees F., near the type location.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Abell,
Augusta, uertie, Charleston, DoSue, State, Tetotum, and Wickham series,
these are the Arapahoe, Cape Fear, Cartecay, Chewacla, Conetoe,
Congaree, Deioss, Riverview, Roanoke, Seabrook, Tarboro, Tomotley,
Toccoa, Wahee, and Wehadkee soils. The more poorly drained Arapahoe,
Cape Fear, Deloss, Tomotley, and Wahee soils are in lower areas on the
terraces. The Cartecay, Chewacla, Congaree, Riverview, and Wehadkee
soils are in flood plains. The better drained Conetoe, Seabrook, and
Tarboro soils are in higher areas on the terraces.
DRAINAGE AND PER:rEA`ILITY: Moderately well drained; slow runoff;
moderate permeability.
USE AND VEGETATION: About two-thirds of the soil is cultivated and the
remainder is in pasture and forest. Common crops grown are corn, -
cotton, small grain, soybeans, peanuts, tobacco, and truck, crops.
Forested areas are in mixed hardwood and pines. Common species include
loblolfy, shortlea°, and longleaf pines, sweetSum, red maple,
yellow -poplar, white oak, southern red oak, water oak, American beech,
and hickory. Common understory plants include flowering dogwood,
blueberry, sassafras, eastern redbud, eastern: redcedar, winged elm,
Sreenbrier, sourwood, southern bayberry (waxmyrtle), inkber-ry (bitter
gal berry), summersweet clethra, honeysuckle, and poison ivy.
DISTRIBUTION AND EXTENT: Alabama, Georgia, North Carolina, South
Carolina, Tennessee, and Virginia. Altavista soils were correlated in
order surveys in Pennsylvania, but those survey areas are mesic and are
outside the present temperature range of these soils. This series is of
large extent.
❑T BLISHED' 19
�ERIES ESTABLISHED: Granville County, North Carolina; 1910.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epepedon - the zone from the surface to a depth of 12 inches (the
A and E horizons)

r„nc vY
Argillic horizon - the zone from a death of Q to a depth of 35 ;aches
(the BE, Bt1, and BQ horizons)
Aquic subgroup feature - mottles with chroma of 2 or less within 24
inches below the upper -boundary of the argil kc horizon
SIR: NCO054 MLRA(S): 133A, 153A, 136, 143, 1533
National Cooperative Soil Survey
U.S.A.
L

a E :.: �. - ? A. T
t_:4A(S): :33A, 153A, 126, :43, 1533
Atn IC A?L L_,.-TE, j I _CA.":!, � _—, = '._
Tyr ALTAVTSTA KRiES M "?9 C= "; 5 =:A= v '.a L i?Aiti , IaAR�Y ' A.ti: Sa?LY EL F 4 Cn C L''-. ST AM RvzB 'k%:_
!/ fwflnG: I IB I = ?i rMnr ^_ Y_ r-�^ VW V : R RT:.= ryYJ r=C T - COASTAL.�. .N CW yEZr
7 : L �A A \ ._ AND �A ' DACES k - A ..: i A.... A : A:
PRCCILE -r.E N4FAC :A".^ IS ERAYI ' ::: 'FTC- EASY LCA� A 7'J? E F 5 ' C . r w?Sf' =Avc ihYE' iE ?A:c 'ECv =:k5
vnv : .� . Tmr_rc rC•rr _.'^ - - ^ ..: o Tmr_rC TT IC Vp- • r TCu ^?r: / : h.. -In / Y LOAM
M
SAND LOA:. 4 !%D-2.:...M.. .:- a..:.a..� cXi-°,Oa �. 4� ...M.�... .. .. ..:1::�A': .Oiu. i::...n:::,: a1' � A; ...
UM ?^. IkC- .] AXD __ a.v•-_ r/`C.�' y C+n:.^.V �.r:A:Y :f: _ , r'_ i v^ C „^CC C w`. Tn o ?mnnC
V
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TMA::.D Sol rr.�r_RrT-C (A)
1➢EPTH!
I
'FWT.:F3ACT.:?EEK-.:
C XATERIA:. LESS)CLAY 1
:(L'c.): LT.OA TcKTL'Rv :
L�iFIW AAS:Fc.
D10 IN:3-10I.\':
THAN 3° FAESRC EIE'YE h;;.:
:(PCT) :(PCT)
: 4 10 : 40 200 :IPCT):
:0-12 :' S,L`E
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:A-2
0 : 0
:95-!v W--U--0 50-9? :5-i0
:0-12 .:la'i,SL
;A-4
( 0 1 0
f95-103 90-130 65-79 35-60 10-241
:0= :SIL,6F
:CL-b'L,w )A-4,A-6
0 : 0
)95-F00 95-100 EO-100 51-90 : " c
:12-42:CL,SCL,L
:A-4,A-6,A-7
1 0 0
:95-100 95-100 60-99 45-75 :13-35:
1
:42-60:VAR
Ii
1
1D CTi:LFGUFD :PEAS- 1
MOIST BULK :
PE.'tEA- AVAILABLE .
SOIL SALINITY :
EAR La 1 CACM ETRIA
HIN.): LIMIT :TICIiY:
CS?.ITY 1
BILITY WTER CAPACFTY: REACTION) :
1 IIiM ;
(E/CM3)
:(MY ::Mlc'4)1
:tiE/1005): (.°CT) (FCT) :
:0-12 : : NP . 1.40-1.60 I 6.0-20 0.0?-O.i2 : 3.6-6.5 : : : I I
:0-12 : 15= 3 : NP-7 : ..30-1.50 2.0-6.0 . 0.12-0.20 ' 2.6-6.5
:0-12 : 15-30 1 4-12 . . 30-1.45 2.0-6.0 : 0.15-0.22 : 3 6-6.5 : 1 1
.12-42: 20-45 15-2E . 1.30-..50 O.o-2.0 0.12-0-20 ) 3.6-6.0 : 1
:42-60:
FArrrx "?SO.: EROD. 1
I 1 (° T) „OTENTFAL:y 'VX°'V 'aa01 tcLEY, _ _C: arT=1
10-22 . .5 3 V LOY 17:.1?: 5 :W 2 1 134 )M02_RAT':X-DD=P.ATC'
0-12 '..5-3 1 UYA L.241.241 5 1 3 86
:0-12 1 .5-3 ) LC-k :.=.= 5 ' 5 56
:12-42: LOW N .241
142-60: 1 1 1
#A'-' TABLE N '
CT y' `.1L1"� 'xvy? a 'v?T '::A'W'.w"'C.:EE.P - "r Fa E:S:ILI?..T.OTA:.::-'�: R.a? �!
(I) :(I%) :UX) : AC?ID'
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MU-NTIAL PRCDUCTICk (1.9°.-.'':AAC.�➢�R1Y Z): ;
FAYC'RASLf YEARS ;
1 r"R"J YEARS
1 WRYaWU YEA.RS
FIAIT27-S
A ESTIMATES SF'ENGIN .RMS PRSPERMES SASS aM 2 REM FRS:" RIM?"d'1i M.TSA.T SRARE CS.,VA. MD MUS MD., N.C.
S PATINE SASS '-N- M'T S`CTID; 6GST ALY i9S3.
C Ati➢ RATi ee SA—= am wla-AL FGRE?TRY xm:)ALT 9-SG.
MIL ...TCC PATI4Cc BA GF wILS n. ��cs1h �' 74T :A.i. i972.
T:�IS Ic A RATT..kS SY� RI➢`. c:.: "TV 'P.E.AT, CYE$RI➢` cT;� r:� A:.^. ".i4P.TIC;R C'F T:.IS S5�

A
NORFOLK

Official Series Description - NORFOLK Series Page 3 of 4
DRAINAGE AND PERMEABILITY: Well drained; slow to medium runoff, moderate
permeability. These soils have a seasonally apparent water table at depths of 4.0 to 6.0 feet.
USE AND VEGETATION: Mostly cleared and used for general farm crops including corn, cotton,
peanuts, tobacco, and soybeans. Originally, forests were pines and mixed hardwoods.
DISTRIBUTION AND EXTENT: Coastal Plain areas of Alabama, Arkansas, Florida, Georgia,
Louisiana, Maryland, Mississippi, North Carolina, South Carolina, Texas, and Virginia. The series is
of large extent.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Cecil County, Maryland; 1900.
REMARKS: The June, 1988 revision recognized the low activity clay properties of this soil as
defined in the low activity clay amendment of Soil Taxonomy, August 1986.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 14 inches.
Kandic horizon - the zone between 14 and 70 inches has low activity clay in more than 50 percent of
the upper 40 inches of the horizon
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO037 NORFOLK 0- 10 59- 68 190-240 38- 52 30- 450
SOI-5 F1oodL FloodH Watertable Kind Months Bedrock Hardness
NCO037 NONE 4.0-6.0 APPARENT JAN-MAR 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0037 0-14 SL FSL 0- 0 95-100 5-18 1- 4
NCO037 0-14 LS LFS 0- 0 92-100 2- 8 1- 3
NCO037 14-38 SL SCL CL 0- 0 91-100 18-35 2- 4
NCO037 38-70 SCL CL SC 0- 0 98-100 20-43 2- 5
NCO037 70-99 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NCO037 0-14 3.5- 6.0.5-2. 0- 0 2.0- 6.0 LOW
NCO037 0-14 3.5- 6.0.5-2. 0- 0 6.0- 20 LOW
NCO037 14-38 3.5- 5.5 0:.5 0- 0 0.6- 2.0 LOW
NCO037 38-70 3.5- 5.5 0:.5 0- 0 0.6- 2.0 LOW
NCO037 70-99 - - - -
Argillic horizon - the zone between depths of 14 and 70 inches.
ADDITIONAL DATA: (1) U.S. Department of Agriculture, Soil Survey Laboratory Data and
Descriptions for Some Soils of Georgia, North and South Carolina. Soil Survey Investigations Report
No. 16; SCS, in cooperation with Georgia, North Carolina, and South Carolina Agricultural
Experiment Stations; Pages 65, 67, 69. (2) U.S. Department of Agriculture, Certain Properties of
Selected Southeastern United States Soils and Mineralogical Procedures for Their Study, Southern
Cooperative Series Bulletin 61 (S-14); Soil Conservation Service, Agricultural Research Service and
cooperating Experiment Stations; tables 64, 67, 68. (3) U.S. Department of Agriculture, Selected
http://www.statiab.iastate.edu/soils/osd/dat/N/NORFOLK.html 11/23/98

Official Series Description - NORFOLK Series Page 4 of 4
Coastal Plain Soil Properties, Southern Cooperative Service and cooperating Experiment Stations;
pages 40, 42, 44, 46.
National ooperative ofSurvey
U.S.A.
http://www.statlab.iastate.edu/soils/osd/dat(N/NORFOLK.html 11/23/98

NCO037 S O I I. 1 N T E R P R E T A T 1 0 N S R E C O R D NORFOLK SERIES
MIRA(S): 133A, 153A, (.19A
REV. RAG. 2-89
TYPIC KANDIUDULTS, FINE -LOAMY, SILICEOUS, THERMIC
TIIL NORFOIK SERIES CONSISTS OF WELL DRAINED NEARLY LEVEL TO SLOPING SOILS ON UPLANDS IN THE COASTAL PLAIN. IN A
REPRESENIATIVE PROFILE, THE SURFACE LAYER 1S GRAYISH BROWN LOAMY SAND ABOUT 9 INCHES THICK. THE SUBSURFACE LAYER IS
LIGHT YELLOWISH BROWN LOAMY SAND, 5 INCHES THICK. THE SUBSOIL EXTENDS TO A DEPTH OF 82 INCHES. IT IS YELLOWISH BROWN
SANDY LOAM IN THE UPPER PART, YELLOWISH BROWN SANDY CLAY LOAM IN THE MIDDLE PART AND MOTTLED BROWNISH YELLOW, STRONG
BROWN, YELLOWISH RED SANDY CLAY LOAM IN THE LOWER PART. SLOPES ARE 0 TO 10 PERCENT.
LANDSCAPE AND CLIMATE PROPERTIES
ANNUAL AIR
TEMPERATURE
FROST FREE
DAYS
ANNUAL ELEVATION
PRECIPITATION (FT)
DRAINAGE
CLASS
SLOPE
(PCT)
_
I
I I
1 W
0-10
ESTIMATED
SOIL PROPERTIES
(A)
DEPTH
(IN.)
USDA TEXTURE
UNIFIED
AASHTO
FRACT.
>10 IN
FRACT.
3-10 IN
PERCENT OF MATERIAL LESS
THAN 3" PASSING SIEVE NO.
CLAY
(PCT)
(PCT)
_ 4 10 1 40 1 200
(PCT)
0-14
SL, FSL
SM, SM-SC, SC
A-2
0
0
95-100 95-100 50-91 15-33
5-18
0-14
LS, LFS
SM
A-2
0
0
95-100 92-100 50-96 13-30
2-8
14-38
38-70
SL, SCL, CL
SCL, CL, SC
SC, SM-SC, CL, CL-ML
SC, SM-SC, CL, CL-ML
A-2, A-4, A-6
A-4, A-6, A-7-6
O
O
0
0
95-100 91-100 70-96 30-63
f00 98-100 65-98 36-72
18-35
20-43
70-99
VAR
DEPTH
LIQUID
PLAS-
MOIST BULK
PERMEA-
AVAILABLE
SOIL
SALINITY
SAR
CEC
CAC03
GYPSUM
(IN.)
LIMIT
TICITY
DENSITY
BILITY
WATER CAPACITY
REACTION
INDEX
(G/CM3)
(IN HRI
(IN/IN)
(PH)
(MMHOS/CM)
(ME/100G)
(PCT)
(PCT)
0-14
<25
NP-14
1.45-1.65
2.0-6.0
0.10-0.15
3.6-6.0
-
0-14
<20
NP
1.55-1.70
6.0-20
0.06-0.11
3.6-6.0
-
14-38
20-38
4-15
1.30-1.65
0.6-2.0
0.10-0.18
3.6-5.5
-
38-70
20-52
4-23
1.20-1.65
0.6-2.0
0.12-0.18
3.6-5.5
-
70-99
DEPTH
ORGANIC
SHRINK-
EROSION
WIND WIND CORROSIVITY
(IN.)
MATTER
SWELL
FACTORS
EROO. EROD.
K
(PCT)
POTENTIAL
T GROUP INDEX STEEL CONCRETE '
5 3 - MODERATE HIGH
0-14
.5-2
LOW
.20
0-14
.5-2
LOW
.17
5 2
14-38
LOW
.24
38-70
LOW
.24
70-99
FLOODING
HIGH WATER TABLE
CEMENTED PAN
BEDROCK
ISUBSIDENCE
HYD
POTENT'L
DEPTH I
(FT)
KIND
MONTHS
DEPTF{
(IN)
HARDNESS
DEPTH
(IN)
HARDNESS
INIT.
(IN)
TOTAL
(IN)
GRP
FROST
ACTION
FREQUENCY
IMONTHS
NONE
4.0-6.0
APPARENT
JAN-MAR
-
>60
-
I
B

NORFOLK F ES
NCO037
SANITARY FACILITIES (8)
CONSTRUCTION MATERIAL (8)
0-8%: MODERATE-WETNESS,PERCS SLOWLY
GOOD -'
SEPTIC TANK
8-10%: MODERATE-WETNESS,PERCS SLOWLY,SLOPE
ABSORPTION
ROADFILL
FIELDS
0-7%: MODERATE-SEEPAGE,WETNESS
IMPROBABLE -EXCESS FINES
SEWAGE
7+%: SEVERE -SLOPE
LAGOON
SAND
AREAS
SEVERE -WETNESS
IMPROBABLE -EXCESS FINES
SANITARY
LANDFILL
GRAVEL
(TRENCH)
0-8%: MODERATE -WETNESS
FAIR -TOO CLAYEY,SMALL STONES
SANITARY
8-10%: MODERATE-WETNESS,SLOPE
.LANDFILL
TOPSOIL
(AREA)
0-8%: FAIR -TOO CLAYEY
DAILY
8-10%; FAIR -TOO CLAYEY,SLOPE
WATER MANAGEMENT (B)
COVER FOR
O-i MODERATE -SEEPAGE
LANDFILL
POND
3-8%: MODERATE-SEEPAGE,SLOPE
RESERVOIR
AREA
8+/: SEVERE -SLOPE
BUILDING SITE DEVELOPMENT (B)
0-8%: MODERATE -WETNESS
SEVERE -PIPING
SHALLOW
8-10%: MODERATE-WETNESS,SLOPE
EMBANKMENTS
EXCAVATIONS
DIKES AND
LEVEES
0-8%: SLIGHT
MODERATE -DEEP TO WATER,SLOW REFILL
DWELLINGS
8-10%: MODERATE -SLOPE
EXCAVATED
WITHOUT
PONDS
BASEMENTS
AQUIFER FED
0-8%: MODERATE -WETNESS
DEEP TO WATER
DWELLINGS
8-104: MODERATE-WETNESS,SLOPE
WITH
DRAINAGE
BASEMENTS
0-4%: SLIGHT
9-3% SL. FSL: SOIL BLOWING
SMALL
4-8%: MODERATE -SLOPE
3+% SL, FSL: SLOPE,SOIL BLOWING
COMMERCIAL
8+%: SEVERE -SLOPE
IRRIGATION
0-3% LS. .LFS: FAST INTAKE,SOIL BLOWING
BUILDINGS
3+% LS, LFS: SLOPE,FAST INTAKE
0-8%: SLIGHT
0-8%: SOIL BLOWING
LOCAL
8-10%: MODERATE -SLOPE
TERRACES
8+%: SLOPE,SOIL BLOWING
ROADS AND
AND
STREETS
DIVERSIONS
LAWNS,
0-8% SL, FSL: SLIGHT
0-8%: FAVORABLE
LANDSCAPING
8-10'% SL, FSL: MODERATE -DROUGHTY
GRASSED
8+%: SLOPE
AND GOLF
0-8%: MODERATE -DROUGHTY
WATERWAYS
FAIRWAYS
8+% LS, LFS: MODERATE-DROUGHTY,SLOPE
'

NORFOLK SERIES
RECREATIONAL DEVELOPMENT
NCO037
-
O -8%: SLIGIIf
(Bl
0-2%: SLIGHT
8-10%: MODERATE -SLOPE
2-6%: MODERATE -SLOPE
CAMP AREAS
PLAYGROUNDS
6+%: SEVERE -SLOPE
0-8%: SLIGHT
SLIGHT
8-10%: MODERATE -SLOPE
PATHS
PICNIC AREAS
AND
TRAILS
oc r_t neinl TIJTCnMnrV Ar.n.e
r ADARTI TTV
CLASS-
DETERMINING
PHASE
CAPA-
BILITY
COTTON
LINT
(LBS)
TOBACCO
(LBS)
CORN
(BU)
l LCVCL
SOYBEANS
(BU)
MANAUt MCNI
WHEAT
(BU)
)
PEANUTS
(LBS)
PASTURE
IAl1M)
NIRR
IRR.
NIRR
IRR.
NIRR
IRR.
NIRR
IRR.
NIRR
IRR.
NIRR
IRR.
NIRR
IRR.
NIRR
IRR.
O-2%
1
700
3000
110
40
60
4000
10.5
2-6%
2E
650
2900
100
35
55
3700
10.0
6-IOV
3E
600
2700
90
30
50
3300
9.5
i
CLASS-
DETERMINING
ORD
SYM
MANAGEMENT PROBLEMS
yV
POTENTIAL PRODUCTIVITY
TREES TO PLANT
EROS'N
EOUIP.
SEEDL.
WINDTH
PLANT
COMMON TREES
SITE
PROD
PHASE
HAZARD
LIMIT
MORT'Y
HAZARD
COMPET
INDX
CLAS
ALL
8A
SLIGHT
SLIGHT
SLIGHT
SLIGHT
MODER.
LOBLOLLY PINE
84
8
LOBLOLLY PINE
LONGLEAF PINE
77
7
SLASH PINE
78
10
SOUTHERN RED OAK
WHITE OAK
YELLOW POPLAR
BLACKGUM
HICKORY

NORFOLK S 's
NCO037
WINDBREAKS
CLASS-DETERMIN'G PHASE
SPECIES
HT
SPECIES
HT
SPECIES
HT
SPECIES
HT
NONE
CLASS-
POTENTIAL
FOR HABITAT
ELEMENTS
1V1
POTENTIAL
AS
HABITAT
FOR:
DETERMINING
GRAIN 8
GRASS 8
WILD
HAROWD
CONIFER
SHRUBS
WETLAND
SHALLOW
OPENLD
WOOOLD
WETLAND
RANGELD
PHASE
SEED
LEGUME
HERB.
TREES
PLANTS
PLANTS
WATER
WILDLF
WILDLF
WILDLF
WILDLF
GOOD
G000
GOOD
GOOD
GOOD
-
POOR
V. POOR
GOOD
GOOD
V. POOR
-
6-10
-0%
.nTcnIr
FAIR
1
GOOD
GOOD
GOOD
GOOD
-
V. POOR
V. POOR
GOOD
GOOD
V. POOR
-
.-..... _-.....
PLANT
..... ­_­____­_ - - 1.
PERCENTAGE COMPOSITION
1.V .IIUNI
(DRY WEIGHT) BY CLASS DETERMINING
PHASE
COMMON PLANT NAME
SYMBOL
(NLSPN)ILOP
A MERICAN HOLLY
FLOWERING DOGWOOD
COFL2
PERSIMMON
DIV15
BLUERIDGE BLUEBERRY
VAVA
GREENBRIER
SMILA2
,
POTENTIAL PRODUCTION (LBS./AC. DRY WT):
FAVORABLE YEARS
NORMAL YEARS
UNFAVORABLE YEARS
r UUINUI""
ESTIMATES OF ENGINGEERING PROPERTIES BASED ON 2 PEDONS FROM ROBEESON AND WAYNE COUNTIES, ADDITIONAL UNIFIED ENTIRLS
FOR LINESu4 ARE SM. ML AND MH.
RATINGS BASED ON NSH, 7/83.
WOODLAND RATINGS BASED ON NATIONAL FORESTRY MANUAL, SEPT. 1980
WILDLIFE RATTINGS BASED ON SOILS MEMORANDUM-74, JAN 1972.

STATE

Official Series Description - STATE Series Page 1 of 3
LOCATION STATE VA+AL GA NC SC
Established Series
Rev. JHW-DLJ-MHC
12/97
STATE SERIES
Soils of the State series are very deep and well drained. They formed in loamy alluvium on low
Appalachian and Piedmont Plateau stream terraces and on fluvial and marine deposits in the Coastal
Plain. Permeability is moderate. Slopes range from 0 to 10 percent. Mean annual precipitation is
about 48 inches, and mean annual temperature is about 58 degrees F.
TAXONONHC CLASS: Fine -loamy, mixed, semiactive, thermic Typic Hapludults
TYPICAL PEDON:State silt loam - on a 3 percent slope in a cultivated field. (Colors are for moist
soil.)
Ap--O to 10 inches; dark brown (10YR 4/3) silt loam; weak fine granular structure; very friable;
common fine and medium roots; moderately acid; abrupt smooth boundary. (6 to 12 inches thick)
BA--10 to 15 inches; brown (7.5YR 4/4) loam; weak fine subangular blocky structure; friable;
common fine and medium roots; common fine and medium pores; strongly acid; clear wavy
boundary. (0 to 12 inches thick)
Bt--15 to 35 inches; strong brown (7.5YR 516) loam; weak fine subangular blocky structure; friable,
slightly sticky, slightly plastic; few fine and medium roots; common fine and medium pores; few
distinct clay films on faces of peds; few fine flakes of mica; strongly acid; gradual wavy boundary.
(18 to 40 inches thick)
BC--35 to 45 inches; brown (7.5YR 4/4) loam; weak fine subangular blocky structure; friable,
slightly sticky, nonplastic; few fine and medium roots; few fine and medium pores; few fine flakes
of mica; strongly acid; clear wavy boundary. (0 to 20 inches thick)
C1--45 to 50 inches; yellowish brown (10YR 5/8) fine sandy loam; massive; very friable, slightly
sticky, nonplastic; few fine flakes of mica; very strongly acid; gradual wavy boundary.
C2--50 to 60 inches; mottled yellowish brown (1 OYR 518), pale brown (1 OYR 6/3), and brown
(7.5YR 4/4) fine sandy loam; massive; very friable; common fine flakes of mica; strongly acid.
TYPE LOCATION: Charlotte County, Virginia; approximately 1 mile east of Roanoke (Staunton)
River bridge on VA-746; 1.1 miles east of intersection of VA-746 and VA-607, and 200 feet south
of VA-607.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 30 to 60 inches. The soil ranges
from extremely acid through strongly acid throughout the upper part of the solum unless limed, and
from extremely acid through slightly acid in the lower part of the solum and in the C horizon. Gravel
makes up 0 to 2 percent of the solum and 0 to 25 percent of the C horizon. Depth to rock is more
than 6 feet. Flakes of mica are in the solum and C horizon of some pedons.
The Ap or A horizon has hue of 7.5YR through 2.5Y, value of 3 to 6, and chroma of 2 to 6. Where
value is less than 3.5 it is less than 6 inches thick. The A horizon is loamy sand, loamy fine sand,
sandy loam, fine sandy loam, very fine sandy loam, loam, or silt loam.
http://www.statlab.iastate.edu/soils/osd/dat/S/STATE.litmi 10/6/98

Official Series Description - STATE Series
Page 2 of 3
The E horizon, where present, has hue of 7.5YR through 2.5Y, value of 5 to 7, and chroma of 3 to 8.
It is loamy sand, loamy fine sand, sandy loam, fine sandy loam, very fine sandy loam, loam, or silt
loam.
The BA or BE horizon, where present, has hue of 7.5YR or 1 OYR, value of 4 to 6, and chroma of 4
to 8. Texture is sandy loam, fine sandy loam, very fine sandy loam, loam, silt loam, or sandy clay
loam.
The Bt horizon has hue of 7.5YR or IOYR value of 4 to 6, and chroma of 4 to 8. The lower part of
the Bt horizon of some pedons is multicolored without dominant matrix hue or has matrix hue of
2.5Y. The Bt horizon is loam, clay loam, or sandy clay loam, and includes sandy loam or silt loam in
some pedons.
The BC or CB horizon, where present, has hue of 7.5YR through 2.5Y, value of 4 to 6, and chroma
of 4 to 8, or it is multicolored in these or other hue without dominant matrix color. It is sandy loam,
fine sandy loam, very fine sandy loam, loam, or sandy clay loam.
The C or 2C horizon has hue of 7.5YR through 2.5Y, value of 4 to 7, and chroma of 2 to 8, or it is
multicolored in these or other hue without dominant matrix color. Texture is stratified and includes
sand, loamy sand, loamy fine sand, and sandy loam in the fine -earth fraction.
COMPETING SERIES: These are the Cheaha, Fruithurst, Rion, Rome, Sherless, Sherwood,
ugarUrove, Tidings, and Wickham series in the same family and the Boiac, Chenneb ,
Choccolocco, Sassafras, and Suffolk series in closely related families. Bojac soils are coarse -loamy.
The Cheaha, Fruithurst, Rion, Sherwood, and Tidings soils all have bedrock or a paralithic contact
within 20 to 70 inches of the surface. Chenneby and Choccolocco soils are fine -silty. Rome soils
have sola greater than 60 inches thick and black concretions throughout the solum. Sherless soils
have sandstone fragments throughout. Sassafras and Suffolk soils have siliceous mineralogy.
Sugargrove soils have a paralithic contact within a depth of 40 to 60 inches, and most pedons have a
lithic contact. Wickham soils have Bt horizons that are redder than 7.5YR.
GEOGRAPHIC SETTING: State soils are on high bottoms or low stream terraces of the southern
Appalachian and Piedmont Plateaus and on the Coastal Plain. State soils on stream and marine
terraces on the Lower Coastal Plain are generally not subject to flooding. Slopes commonly are 1 to
4 percent but range from 0 to 10 percent. The soils formed in loamy fluvial or marine sediments.
Mean annual temperature ranges from 57 to 65 degrees F, and mean annual precipitation ranges from
42 to 48 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Boiac and Wickham
series, these are the Altavista, Augusta, Buncombe, Cartecav, Chewacla, Conetoe, Congaree, Dogue,
Dragston, Munden, Nimmo, Tarboro, Toccoa, Roanoke, and Wahee series. Altavista, Augusta,
Dogue, Dragston, Munden, and Wahee soils have gray Fe depletions in the upper part of the argillic
horizon. Buncombe, Cartecay, Chewacla, Congaree, Tarboro, and Toccoa soils do not have an
argillic horizon and, in addition, generally occur closer to streams or at slightly lower elevations than
State soils. Conetoe soils have a sandy surface 20 to 40 inches thick. Roanoke soils are clayey and
Nimmo soils are coarse -loamy. Also, Roanoke and Nimmo soils have a dominantly gray argillic
horizon and occur on lower landscape positions.
DRAINAGE AND PERMEABILITY: Well drained. Runoff is slow to medium and permeability
is moderate. A seasonal high water table is at a depth of 4 to 6 feet below the surface, generally from
December to June. State soils on high bottoms or low stream terraces are subject to rare or
occasional flooding for 2 to 7 days.
USE AND VEGETATION: Most of the State soils are cleared and used for crops or pasture. Crops
include corn, soybeans, peanuts, small grain, flue -cured tobacco, and vegetables. Native vegetation
includes white oak, red oak, American beech, elm, sycamore, American holly, sweetgum, loblolly
http://www.statlab.iastate.edu/soils/osd/dat/S/STATE.html 10/6/98

Official Series Description - STATE Series
Page 3 of 3
pine, shortleaf pine, Virginia pine, and yellow -poplar.
DISTRIBUTION AND EXTENT: Virginia, North Carolina, South Carolina, Alabama, and
Georgia. The series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Madison County, North Carolina, 1937.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
a. Ochric epipedon - the zone from 0 to 15 inches (Ap and BA horizons).
b. Argillic horizon - the zone between 15 and 35 inches (Bt horizon).
SIR = VA0031
MLRA = 133A, 136, 153A, 153B, 153C
REVISED = 7/9/96, MHC
SIR/OSD REPORT:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
VA0031 STATE 0- 10 57- 65 175-260 38- 54 20- 750
SOI-5 FloodL F1oodH Watertable Kind Months Bedrock Hardness
VA0031 NONE OCCAS 4.0-6.0 APPARENT DEC-JUN 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
VA0031 0-10 FSL SL 0- 0 95-100 5-15 -
VA0031 0-10 SIL L 0- 0 95-100 10-18 -
VA0031 0-10 LS LFS 0- 0 95-100 2- 8 -
VA0031 10-45 L CL SCL 0- 0 95-100 18-34 -
VA0031 45-60 SR S FSL 0- 0 60-100 2-15 -
SOI-5 Depth -pH- O.M. Satin Permeab Shnk-Swll
VA0031 0-10 3.6- 5.5 .5-2. 0- 0 0.6- 6.0 LOW
VA0031 0-10 3.6- 5.5 .5-2. 0- 0 0.6- 2.0 LOW
VA0031 0-10 3.6- 5.5 .5-1. 0- 0 2.0•- 6.0 LOW
VA0031 10-45 3.6- 5.5 0.-.5 0- 0 0.6- 2.0 LOW
VA0031 45-60 3.6- 6.5 0.-.5 0- 0 2.0- 20 LOW
National Cooperative Soil Survey
U.S.A.
http://www.statlab.iastate.edu/soils/osd/dat/S/STATE.httnl 10/6/98

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WAGRAM

LOCATION WAGRAM NC+AL FL GA SC VA
Established Series
Rev. BJW
6/88
WAGRAM SERIES
The Wagram series consists of very deep, well drained, moderately
permeable soils that formed in loamy marine sediments on Coastal Plain
uplands. Slopes range from 0 to 15 percent. Near the type location,
mean annual precipitation is 49 inches and the mean annual temperature
is about 62 degrees F.
TAXONOMIC CLASS: Loamy, siliceous, thermic Arenic Kandiudults
TYPICAL PEDON: Wagram loamy sand --cultivated field. (Colors are for
moist soils unless otherwise stated.)
Ap--O to 8 inches; grayish brown (10YR 5/2) loamy sand; single grained;
very friable; medium acid; abrupt smooth boundary. (6 to 10 inches
thick)
E--8 to 24 inches; pale brown (10YR 6/3) loamy sand; single grained;
loose; few thin horizontal bands of sandy loam; strongly acid; gradual
wavy boundary. (14 to 30 inches thick)
Bt1--24 to 27 inches; yellowish brown (10YR 5/6) sandy loam; few fine
grayish brown mottles; weak medium subangular blocky structure; friable;
some penetration of E material locally in root channels; local areas
that are brittle; strongly acid; clear wavy boundary. (0 to 6 inches
thick)
Bt2--27 to 38 inches; yellowish brown (10YR 5/8) sandy clay loam; weak
medium subangular blocky structure; friable, slightly sticky; few faint
clay films in pores and on faces of peds; strongly acid; gradual wavy
boundary.
Bt3--38 to 52 inches; yellowish brown (10YR 5/8) sandy clay loam; common
medium distinct yellowish red (5YR 5/8) mottles; weak medium and coarse
subangular blocky structure; friable, slightly sticky; few faint clay
films on faces of peds; common clean grains of coarse sand; strongly
acid; gradual wavy boundary.
Bt4--52 to 75 inches; yellowish brown (10YR 5/6) sandy clay loam; few
medium distinct yellowish red (5YR 5/8) mottles and few medium faint
pale brown (10YR 6/3) mottles; weak, medium and coarse subangular blocky
structure; friable; strongly acid; gradual irregular boundary. (Combined
thickness of the Bt horizon is 21 to more than 60 inches)
BC--75 to 82 inches; mottled yellowish.brown (10YR 5/6) and gray (10YR
6/1) sandy loam; massive; few lenses and pockets of sandy clay loam
material; some gray areas contain very coarse sand grains; very strongly
acid.
TYPE LOCATION: Scotland County, North Carolina; 4.2 miles north of
Laurinburg on U.S. 501, 0.2 mile north of Five -Points and 75 feet west
of highway.
RANGE IN CHARACTERISTICS: Solum thickness is more than 60 inches. Soil

PAGE 02
is very strongly acid to moderately acid throughout, unless it is limed.
The A or Ap horizon has hue of 10YR, 2.5Y, or it is neutral, value of 4
to 6, and chroma of 0 to 4. It is loamy sand, loamy fine sand, fine
sand, or sand.
The E horizon has hue of 10YR or 2.5Y, value of 5 to 7, and chroma of 2
to 4. It is loamy sand, loamy fine sand, sand, or fine sand.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5 or 6, and chroma of
4 to 8. The texture is mainly sandy clay loam but ranges to sandy loam.
Distinct mottles of red, brown, or yellow are common in the lower Bt
horizon. Mottles in chroma of two or less are 60 inches or more below
the surface. Some pedons contain up to 5 percent plinthite, by volume,
in the lower part of the Bt horizon.
The BC horizon has hue of 7.5YR to 2.5Y, value of 5 to 7 and chroma 1 to
8 or it is mottled. It is loamy soil material.
COMPETING SERIES: The Lucy series is the only other known series in the
same family. Similar series are Ailey, Autryville, Blaney, Blanton,
Bonneau, Boykin, Briley, Candor, Fuquay, Kenansville, Letney, Lowndes,
Norfolk, Ocilla, Pocalla, Rosalie, Trep and Wicksburg. Ailey and Blaney
soils have some brittleness in some part of the Bt horizon. Autryville,
Candor, Lowndes and Pocalla soils have a bisequal profile. Bonneau and
Ocilla soils have mottles associated with wetness within 60 inches of
the soil surface. Boykin, Briley, Letney and Rosalie soils do not have
an even distribution of rainfall during the growing season and the base
saturation is mainly 25 to 35 percent. Blanton soils have sandy A
horizons more than 40 inches thick. Fuquay soils have more than 5
percent, by volume, plinthite in the Bt horizon within 60 inches of the
surface. Kenansville soils have thinner Bt horizons. Lucy soils have
Bt horizon in hues redder than 7.5YR. Norfolk soils have sandy surface
layers less than 20 inches thick. Trep soils have clayey lower Bt
horizons. Wicksburg soils are clayey in the control section.
GEOGRAPHIC SETTING: Wagram soils occur on broad nearly level to gently
sloping ridges and sloping to strongly sloping sideslopes in the upper
Coastal Plain upland. The soils formed in loamy marine sediments.
Slopes are dominantly between 0 to 10 percent but range to 15 percent.
Wagram soils are on the high parts and dry edges of the landscape.
j GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Blanton,
Lucy, Norfolk, Ocilla, and Pocallo series these are the Goldsboro,
Lynchburg, Rains, and Troup series. Goldsboro, Lynchburg, and Rains
soils have thinner A horizons and are more poorly drained. Troup soils
have sandy A horizons more than 40 inches thick.
DRAINAGE AND PERMEABILITY: Well drained; slow runoff; medium internal
drainage; moderately permeable.
USE AND VEGETATION: Most areas are cleared and used for growing
tobacco, cotton, corn, and small grains. Originally forested with mixed
hardwood and pine, including loblolly and longleaf pine, white oak, red
oak, turkey oak, and post oak; hickory, holly, and dogwood.
DISTRIBUTION AND EXTENT: Atlantic and Gulf Coastal Plain. The series is

PAGE 03
of large extent.
SERIES ESTABLISHED: Scotland County, North Carolina; 1965.
REMARKS: This revision recognizes the low activity clay properties of
this soil as defined in the Low Activity Clay Amendment to Soil
Taxonomy, August 1986.
This series includes soils previously classified as thick surface phases
of the Norfolk series and some previously classified as moderately
shallow phases of the Lakeland series.
Diagnostic horizons and feature recognized in this pedon are:
Ochric epipedon--the zone from the surface to a depth of 24 inches.
Arenic features--the.zone from the surface to a depth of 24 inches.
Kandic horizon --The zone between 24 and 75 inches has low activity clay
in more than 50 percent of the upper 40 inches of the horizon.
Argillic horizon --the zone between 24 and 75 inches.
National Cooperative Soil Survey
U.S.A.

C0042 S 0 1 L I NTERPRETAT I DNS RECORD
WAGRAM SERIES
LRA(S): 133A, 153A
RAG, 12-90
AX[NIC KANDIUDULTS, LOAMY, SILICEOUS, THERMIC
.HESE ARE DEEP, WELL DRAINED SOILS ON NEARLY LEVEL TO STRONGLY SLOPING UPLAND RIDGES OF THE COASTAL PLAIN. THEY HAVE
GRAYISH BROWN AND PALE BROWN LOAMY SAND A HORIZONS, 20 TO 40 INCHES THICK, AND FRIABLE YELLOWISH BROWN SANDY CLAY LOAM
UBSOILS. THEY FORMED IN COASTAL PLAIN SEDIMENTS. SLOPES RANGE FROM 0 TO 15 PERCENT.
I LANDSCAPE AND CLIMATE PROPERTIES I
ANNUAL AIR I FROST FREE I ANNUAL I ELEVATION I DRAINAGE I SLOPE I
ESTIMATED SOIL PROPERTIES (A)
DEPTHI
I
I
IFRACT.IFRACT.IPERCENT
OF MATERIAL LESS
(CLAY I
,(IN.)I USDA TEXTURE
I UNIFIED
I AASHTO
1>10 IN13-IOIN1 THAN 3" PASSING SIEVE NO.[
I I
I
I
1(PCT) [(PCT)
1 4 1
10 I 40 1 200
I(PCT)I,
0-24 ILS,LFS
ISM,SF-SM
IA-2,A-3
1 0 1 0
1100
98-100 50-85 8-35
12-10 1
0-24 IFS,S
ISP-SM,SM
IA-1,A-2,A-3
1 0 1 0
195-100
90-100 45-80 5-15
1 1-7 1
124-751SCL,SL
I
1
ISC
I
I
IA-2,A-4,A-6,A-7
1
I
1 0 1 0
I I
I I
1100
I
I
98-100 60-95 31-49
110-361
1 1
I 1
'DEPTHILIQUID
lPLAS- I
MOIST BULK I
PERMEA-
I AVAILABLE I
SOIL I SALINITY I SAR I CEC I CAC03 I GYPSUM I
(IN.)I LIMIT
ITICITYI
DENSITY I
BILITY
[WATER CAPACITY[
REACTION I I I I I I
I
(INDEX I
(G/CM3) 1
(IN/HR)
I (IN/IN) I
(PH) I(MMHOS/CM)I I(ME/100G)I (PCT) I (PCT) 1
10-24 1
NP 1
1.60-1.75 1
6.0-20
1 0.05-0.08 [
4.5-6.0 I I I I I I
" '4 1
I NP 1
1.60-1.75 1
6.0-20
I 0.03-0.07 1
4.5-6.0 I [ I I I I
751 21-41
1 8-25 1
1.35-1.60 1
0.6-2.0
1 0.12-0.16 1
4.5-6.0 1 1 1 1 I I
IDEPTHIORGANICI SHRINK- I EROSION ]WIND 1 WIND I CORROSIVITY 1
I(IN.)IMATTER I SWELL I FACTORS JEROD.1 EROD. I I
I (PCT) [POTENTIAL[ K I KfI T IGROUPI INDEX I STEEL ]CONCRETE[
10-24 1 .5-2 1 LOW 1.151.151 5 1 2 1 134 1 LOW I HIGH 1
10-24 1 .5-2 1 LOW 1,101.101 5 1 1 1 220 1
24-7510-.5 1 LOW 1.201.201 1 1 1
1 1 1 1 1
I I I I I I'
FLOODING I HIGH WATER TABLE I CEMENTED PAN I BEDROCK (SUBSIDENCE IHYDIPOTENT'LI
I DEPTH I KIND IMONTHS IDEPTHIHARDNESSIDEPTH IHARDNESSIINIT.ITOTALIGRPI FROST I
FREQUENCY I DURATION (MONTHS 1 (FT) I I I (IN)) I (IN) I 1(IN) 1(IN) I I ACTION I
NONE I 1 1 >6.0 1 1 1 1 1 >60 1 1 1 1 A 1 1

AGRAM SERIES NC0042
SANITARY FACILITIES (B) CONSTRUCTION MATERIAL (B)
I0-8%:MODERATE-PERCS SLOWLY II ]GOOD I
TIC TANK Ie-15%:MODERATE-PERCS SLOWLY,SLOPE II I I
ABSORPTION ] II ROADFILL ] I
FIELDS ] II I I
I 10-7%:SEVERE-SEEPAGE II ]IMPROBABLE -EXCESS FINES
SEWAGE I7-15%:SEVERE-SEEPAGE,SLOPE II I
LAGOON ] II SAND ]
] AREAS II I
10-8%:SLIGHT II (IMPROBABLE -EXCESS FINES
SANITARY Ie-15%:MODERATE-SLOPE II ]
' LANDFILL I - II GRAVEL
(TRENCH) I II I
I ISEVERE-SEEPAGE II ]0-8%LS,LFS:FAIR-T00 SANDY
SANITARY I II ]e-15%LS,LFS:FAIR-T00 SANDY,SLOPE
LANDFILL I II TOPSOIL S,FS:POOR-TOO SANDY
I (AREA) I II I
I0-8%:GOOD
II
DAILY
I8-15%:FAIR-SLOPE
II
WATER MANAGEMENT (B)
' COVER FOR
]
II
I0-8%:SEVERE-SEEPAGE ].
LANDFILL
]
II POND
I8-15%:SEVERE-SEEPAGE,SLOPE ]
RESERVOIR
I I
AREA
I I
BUILDING SITE DEVELOPMENT (B)
II
I I
ISEVERE-CUTBANKS CAVE
II
ISLIGHT I
] SHALLOW
I
IIEMBANKMENTS
I I
EXCAVATIONS
]
II DIKES AND
I I
]
LEVEES
I I
' ]0-8%:SLIGHT II . ISEVERE-NO WATER I
DWELLINGS I8-15%:MODERATE-SLOPE II EXCAVATED I ]
WITHOUT I II PONDS
I BASEMENTS I ((AQUIFER FED I I
I II I I
_ I0-8%:SLIGHT II IDEEP TO WATER
I DWELLINGS Ie-15%:MODERATE-SLOPE II I . . I
WITH I II DRAINAGE ] I
BASEMENTS I II I I
IO-4%:SLIGHT II I0-3%:DROUGHTY,FAST INTAKE,SOIL BLOWING I
SMALL I4-8%:MODERATE-SLOPE II I3-15%:SLOPE,DROUGHTY,FAST INTAKE I
-, COMMERCIAL I8-15%:SEVERE-SLOPE II IRRIGATION I ]
BUILDINGS I II I I
' I xrr: I I
__ IO-8%:SLIGHT
I LOCAL I8-15%:MODERATE-SLOPE
ROADS AND I
STREETS
II IO-8%:SOIL BLOWING
II TERRACES Ie-15%:SLOPE,SOIL BLOWING
II AND I
DIVERSIONS I
'.AWNS, I0-8%LS,LFS,FS:MODERATE-DROUGHTY II IO-8%:DROUGHTY,ROOTING DEPTH
...,OSCAPING Ie-15%LS,LFS,FS:MODERATE-DROUGHTY,SLOPE II GRASSED Ie-15%:SLOPE,DROUGHTY,ROOTIN6 DEPTH
AND GOLF IO-8%S:MODERATE-DROUGHTY,T00 SANDY II WATERWAYS I
I FAIRWAYS]8-15%S:MODERATE-DROUGHTY,SLOPE,T00 SANDY 11 I

\GRAM SERIES NCO042
RECREATIONAL DEVELOPMENT (B)
I0-8%LS,LFS:MODERATE-T00 SANDY II 10-2%LS,LFS:MODERATE-TOO SANDY
18-15%LS,LFS:MODERATE-SLOPE,TOO SANDY ' 11 12-6%LS,LFS:MODERATE-SLOPE,TOO SANDY
LAMP AREAS IS,FS:SEVERE-TOO SANDY 11PLAYGROUNDS 16-15%LS,LFS:SEVERE-SLOPE
I 11 I0-6%S,FS:SEVERE-TOO SANDY
i I I 16-15%S.FS:SEVERE-SLOPE.TOO SANDY
I I0-8%LS,LFS:MODERATE-TOO SANDY 11 ILS,LFS:MODERATE-TOO SANDY
18-15%LS,LFS:MODERATE-SLOPE,T00 SANDY 11 PATHS IS,FS:SEVERE-TOO SANDY
'ICNIC AREASIS,FS:SEVERE-TOO SANDY 11 AND I
TRAILS I
REGIONAL INTERPRETATIONS
I I I
' I I
I I
CAPABILITY AND YIELDS PER ACRE OF CROPS AND PASTURE (HIGH LEVEL MANAGEMENT)
CLASS-
I CAPA- ICOTTON
[CORN ITOBACCO ]SOYBEANS
1PEANUTS
IWHEAT
IPASTURE I
DETERMINING
] BILITY ]LINT
I I I
I
I
I I
]
PHASE
[ I(LBS)
I(BU) I(LBS) I(BU)
I(LBS)
I(BU)
I(AUM) [
INIRRIIRR.INIRR IIRR.
INIRR IIRR. INIRR IIRR. INIRR IIRR.
INIRR IIRR.
INIRR IIRR.
INIRR )IRR. [
I-6%
1 2S 11 550 1
1 75 1 12400 1 1 25 1
12900 1
140 1
18.5 1 1
16-10%
] 35 1 1 500 1
170 1 12100 1 1 20 1
12500 1
1 30 1
1 7.5 1 1
I
I
45 l I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
16.5 1 1
I I I
I I I
I I I
I I I
I I I
I I I
I I I
WOODLAND SUITABILITY (C)
CLASS-
[ORD1 MANAGEMENT PROBLEMS I POTENTIAL PRODUCTIVITY
[
[
i
DETERMINING
ISYMIEROS'NIEQUIP.ISEEDL.IWINDTHIPLANT
I COMMON TREES
ISITEIPRODI
TREES
TO PLANT I
1
PHASE
I IHAZARDILIMIT
IMORT'YIHAZARDICOMPETI
IINDXICLASI
I
iLL
18S ISLIGHTIMODER.IMODER.ISLIGHTIMODER.ILOBLOLLY
PINE
181 18
ILOBLOLLY
PINE 1
1 1 1
[ I I ILONGLEAF PINE
172 16
ILONGLEAF
PINE I
I
I
I
I I
I I I
I I I
I I I
11 I
I I I
I I I
I I I
I I I
I I I
I I I' ISLASH PINE
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I [ I
I I I I
I I I I
.180 110
I I
I I
I I
I I
I I
I I
I I
I I
I I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I

IAGRAM SERIES
NCO042
WI
CLASS-DETERMIN'G PHASEI SPECIES IHTI SPECIES IHTI SPECIES IHTI SPECIES IHT
I NONE I I I I I I I
I II II II I
I II II II I
I II II II I
I II II II I
WILDLIFE HABITAT SUITABILITY (D)
CLASS- I POTENTIAL FOR HABITAT ELEMENTS POTENTIAL AS HABITAT FOR: I
I DETERMINING IGRAIN &(GRASS &I WILD IHARDWD ICONIFERISHRUBS IWETLANDISHALLOWIOPENLD IWOODLD IWETLANDIRANGELDI
PHASE I SEED (LEGUME I HERB. I TREES IPLANTS I IPLANTS I WATER IWILDLF IWILDLF IWILDLF IWILDLF I
IO-6% IGOOD ]GOOD IGOOD IGOOD IGOOD I IPOOR IV. POORIGOOD IGOOD IV. POORI I
I6-15% IFAIR IGOOD ]GOOD IGOOD IGOOD I IV. POORIV. POORIGOOD IGOOD IV. POORI I
I I I I I I I I I I I I I
I I I I ] I I I I I I I I
I I I I I I I I I I I I I I
POTENTIAL NATIVE PLANT COMMUNITY (RANGELAND OR FOREST UNDERSTORY VEGETATION)
I PLANT I PERCENTAGE COMPOSTION (DRY WEIGHT) BY CLASS DETERMINING PHASE I
COMMON PLANT NAME I SYMBOL
[AMERICAN HOLLY
IILOP
IFLOWERING DOGWOOD
ICOFL2
PERSIMMON
IDIVI5
.GREENBRIER
ISMILA2
POTENTIAL PRODUCTION (LBS./AC. DRY WT):
FAVORABLE YEARS I ] I I I I
NORMAL YEARS
UNFAVORABLE YEARS I I I I I
FOOTNOTES
n ESTIMATES OF ENGINEERING PROPERTIES BASED ON 1 PEDON FROM ROBESON COUNTY, N.C.
B RATINGS BASED ON NSH, PART 603, 7-83.
WOODLAND RATINGS BASED ON NATIONAL FORESTRY MANUAL, 9-80.
,i WILDLIFE RATINGS BASED ON SOILS MEMORANDUM 74, JAN. 1972
***THIS IS A RATING OVERRIDE. SEE THE INTERPRETATION OVERRIDE FILE FOR AN EXPLANATION OF THIS OVERRIDE.

WAHEE

Official Series Description - WAHEE Series Page 1 of 4
LOCATION WAHEE SC+AL FL GA NC VA
Established Series
DJD, Rev. MHC
6/97
WAHEE SERIES
The Wahee series consists of very deep, somewhat poorly drained, slowly permeable soils that
formed in clayey marine or fluvial sediments. Slopes range from 0 to 4 percent.
TAXONOMIC CLASS: Fine, mixed, semiactive, thermic Aerie Endoaquults
TYPICAL PEDON: Wahee fine sandy loam, forested. (Colors are for moist soil.)
A--O to 7 inches; dark gray (10YR 4/1) fine sandy loam; weak fine granular structure; very friable;
many fine and medium roots; few fine holes and pores; very strongly acid; clear smooth boundary.
(3 to 8 inches thick)
E--7 to 11 inches; pale brown (1 OYR 6/3) sandy loam; weak medium subangular blocky structure;
friable; common fine and medium roots; few fine holes and pores; few fine faint light brownish gray
(1 OYR 6/2) iron depletions; very strongly acid; clear smooth boundary. (0 to 8 inches thick)
Bt--11 to 15 inches; brown (2.5Y 5/3) clay loam; moderate medium subangular blocky structure;
firm; sticky, very plastic; common distinct clay films on faces of peds; common fine roots; few fine
holes and pores; few fine distinct yellowish red (5YR 5/8) masses of iron accumulation, and few fine
faint light brownish gray (1 OYR 6/2) iron depletions; strongly acid; clear wavy boundary.
Btgl--15 to 30 inches; grayish.brown (2.5Y 5/2) clay loam; strong medium subangular blocky
structure; firm; sticky, very plastic; common distinct clay films on faces of peds; common fine roots,
few medium roots; few fine holes and pores; common medium distinct reddish yellow (7.5YR 6/8)
and few medium prominent red (2.5YR 4/8) masses of iron accumulation; strongly acid; gradual
wavy boundary.
Btg2--30 to 46 inches; gray (10YR 6/1) clay loam; strong medium subangular blocky structure; firm;
sticky, very plastic; common distinct clay films on faces of peds; few fine roots; few fine holes and
pores; few fine flakes of mica; many medium distinct strong brown (7.5YR 5/8) and common
medium prominent red (2.5YR 4/6) masses of iron accumulation; very strongly acid; clear wavy
boundary.
Btg3--46 to 56 inches; gray (5Y 6/1) sandy clay; moderate medium subangular blocky structure;
firm; sticky, very plastic; common distinct clay films; few fine roots; few fine holes and pores; few
fine flakes of mica; common medium distinct brownish yellow (1 OYR 6/8) and few fine prominent
red (2.5YR 5/6) masses of iron accumulation; common dark gray (1 OYR 4/1) streaks of clay; very
strongly acid; gradual wavy boundary. (Combined thickness of the Bt horizon is 24 to more than 60
inches)
BC--56 to 68 inches; mottled light gray (5Y 7/1) sandy clay loam; weak medium subangular blocky
structure; slightly sticky, plastic; few fine holes and pores; common medium prominent brownish
yellow (1 OYR 6/8),few medium distinct yellowish red (5YR 5/8), and few medium faint yellowish
brown (10YR 5/6) masses of iron accumulation; common medium prominent greenish gray (5G 511)
iron depletions; very strongly acid; gradual smooth boundary.
C--68 to 80 inches; gray (N 6/0) sandy loam; massive; slightly sticky, slightly plastic; few pockets of
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Official Series Description - WAHEE Series
Page 2 of 4
light gray (I OYR 7/1) sand; common medium prominent brownish yellow (1 OYR 6/8) masses of iron
accumulation; very strongly acid.
TYPE LOCATION: Horsy County, South Carolina; from Myrtle Beach, at the intersection of U.S.
Highway 501 and S.C. Highway 317 go 1.9 miles northwest on U.S. Highway 501. Turn southwest
on county road 992 (Burcale Road) and go 1.8 miles to power pole number 204J9. Site is 135 feet
northwest of center line of road.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 40 to more than 60 inches. The
soil is very strongly acid to moderately acid in the A horizon unless limed and is extremely acid to
strongly acid throughout the rest of the profile. The particle -size control section averages between 35
and 70 percent clay.
The A or Ap horizon has hue of 1 OYR, 2.5Y, or is neutral, value of 2 to 5, and chroma of 0 to 3. It is
loam, silt loam, very fine sandy loam, fine sandy loam, sandy loam, or loamy sand.
The E horizon, where present, has hue of IOYR to 5Y, value of 5 to 7, and chroma of 2 to 4, with or
without iron depletions or accumulations in shades of gray, yellow, or brown. It is loam, silt loam,
very fine sandy loam, fine sandy loam, sandy loam, or loamy sand.
The upper Bt horizon has hue of 1 OYR to 5Y, value of 5 to 7, and chroma of 3 to 8 with iron
depletions in shades of gray, and masses of iron accumulation in shades of yellow, brown or red; or
it is a combination of iron depletions and accumulations in shades of gray, yellow, brown or red; or it
is gray with common to many masses of iron accumulation in shades of red, yellow, or brown. It
commonly is clay or clay loam, and less commonly is sandy clay loam, sandy clay or silty clay.
The Btg or lower Bt horizon has hue of 1 OYR to 5Y or is neutral, value of 4 to 7, and chroma of 0 to
2, with masses of iron accumulation in shades of yellow, brown, or red. If the hue is 2.5Y or 5Y,
chroma can be 3. The lower Bt and Btg horizon commonly is clay or clay loam, and less commonly
is sandy clay or silty clay. It is firm or very firm with moderate or strong structure.
The BC or CB horizon, where present, is sandy clay, silty clay loam, clay loam, sandy clay loam, or
fine sandy loam.
The Cg horizon, where present, has hue of 10YR to 5Y or neutral, value of 5 to 7, and chroma of 0 to
2. Masses of iron accumulation in shades of yellow, brown, red, or iron depletions in shades of green
are present in some pedons. The Cg horizon is variable in texture.
COMPETING SERIES: (This section was not updated; 6/16/97) Newflat is the only other known
series in this family. Dunbar, Lenoir, and Smithboro series are similar soils in related families.
Newflat soils are presumed to have toxic levels of aluminum saturation and have very slow
permeability. Dunbar, Lenoir, and Smithboro soils are Aeric Paleaquults. In addition, Dunbar and
Smithboro soils have kaolinitic mineralogy.
GEOGRAPHIC SETTING: Wahee soils are on marine terraces and also on terraces along large
streams. Slopes range from 0 to 4 percent. The soil formed in clayey sediments of marine or fluvial
origin. The annual precipitation ranges from 38 to 52 inches, mean annual temperature ranges from
59 to 66 degrees F., and frost -free season ranges from 200 to 260 days.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Altavista, An ie, Bayboro, Bethera,
Bladen, Cape Few r, raven, Eulonia, Leaf, Meevett, Nemours, OUeechee, Roanoke, Yauhannah, and
Yemassee soils. Altavista, Tomotlev, Yauhannah, and Yemassee soils are on similar landforms and
have a fine -loamy particle size control section. Angie, Craven, Eulonia, Nemours, and Yauhannah
soils are on slightly higher landforms and are moderately well drained. Bayboro and Cape Fear soils
are on lower landforms, have an umbric epipedon, and are very poorly drained. Bethera, Bladen,
Leaf, Meggett, Ogeechee, and Roanoke soils are on slightly lower landforms and are poorly drained.
http://www.statlab.iastate.edu/soils/osd/dat/W/WAHEE.htmi 10/6/98

Official Series Description - WAHEE Series
Page 3 of 4
In addition, Bladen, Leaf, and Meggett soils have an abrupt textural change between the A and B
horizon.
DRAINAGE AND PERMEABILITY: Somewhat poorly drained, slow runoff; slow permeability.
The water table is within 6 to 18 inches of the surface for as much as 4 months during most years, or
the soil is ponded for short periods.
USE AND VEGETATION: Most areas are wooded. Cleared areas are used for com, soybeans, and
pasture. Wooded areas are in blackgum, loblolly pine, water oak, willow oak, swamp chestnut,
southern red oak, and sweetgum.
DISTRIBUTION AND EXTENT: On marine terraces and large stream terraces of Alabama, North
Carolina, South Carolina, Georgia, Florida, and Virginia. The series is of large extent.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Marion County, South Carolina; 1949.
REMARKS: The concept of these soils is having a dominant chroma 2 in all layers, except a
subsurface or upper subsoil layer with a dominant chroma of 3.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to 11 inches (A and E horizons)
Albic horizon - the zone from 7 to 11 inches (E horizon)
Argillic horizon - the zone from 11 to 56 inches (Bt, Btgl, Btg2, and Btg3 horizons)
Endosaturation - saturation in all layers to a depth of 80 inches
REVISED = 2/26/97, MHC
MLRA =153A, 153B, 133A
SIR = SCO021
ADDITIONAL DATA: Particle size data are on file for this pedon.
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
SCO021 WAHEE 0 4 59- 66 200-260 38- 54 15- 450
SOI-5 FloodL F1oodH Watertable Kind Months Bedrock Hardness
SCO021 NONE COMMON 0.5-1.5 APPARENT DEC -MAR 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
SC0021 0-11 SL FSL 0- 0 95-100 5-20 2- 6
SCO021 0-11 L SIL VFSL 0- 0 100-100 10-27 3- 10
SCO021 11-56 C CL SIC 0- 0 100-100 35-70 8- 20
SCO021 56-80 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
SCO021 0-11 4.5- 6.0 .5-5. 0- 0 0.6- 2.0 LOW
SCO021 0-11 4.5- 6.0.5-5. 0- 0 0.2- 2.0 LOW
SCO021 11-56 3.6- 5.5 0.-.5 0- 0 0.06- 0.2 MODERATE
SCO021 56-80 - - 0- 0 -
http://www.statlab.iastate.edu/soils/osd/dat/W/WAHEE.html 10/6/98

Official Series Description - WAHEE Series
Page 4 of 4
National Cooperative Soil Survey
U.S.A.
http://www.statlab.iastate.edu/soils/osd/dat/W/WAHEE.html 10/6/98

GOIL i =T-FFRET.ATIUO)JS RECORD kA SERuS
ills. -'f
4l LI.HRAQUI 14 C A/E1, -ar i wMir _
v,� C i :;51 1S LF -- HaT Fl l� r n V ,; LOiMY SuiEn L5 Ot THE L!.1 L4 NS AND I ti" I ir,,AL-0.
'LRrACE -n�LK :5 Vtn( Um.), -n Y LOAM : aU!I 7 eN _S THICK. THE IJBSKRFACE LAYER IS PALE .RULIN SANDY I -' M AKUT 4 IN.
= fiSOiL i5 ABOUT 59 i:'rC:HSS THICa; THE UPPER 4 INCHES IS Y- CISH BROWN CLAY LOAN; THE NE Y 1 HES 15
in; i•: - !i CLAY LCI M. THE N-ki 26 INCHES IS GRAY CLAY LOAM AND SANDY CLAY AND THE LOvER ? iNCKS iS ?lO TLED CRAY Atd6
. L.., (ELLOW SANDY CLAY 0AA1. THEY FORMED IN ro'.Rllk AND FLU4'IAL SEDIMS'ITS. SLOPES RANGE FROM 0 TO 4 PERCL-NI .
----------- -- --- -----Lh T,- --Zb
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.+ `�*-- r�EE=i -Ff D"tiAli�Ati� SLUrt
EMPERATURE 1 DAYS I PRECIPITATION I (F) I CLASS I (PCT) I
ESTIMATED SOIL PROPEERTIES
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, t'U J I USDA TEXTURE I UNIFIE➢ I AASHTO 1>10 IN:3-10 IM THAN 3" PASSING SIEVE RED. 1 1
: (PCT) I (PCT) 1 i iU I-4U I -Jl1 ; (PCT1 I
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1 : : : I
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1
STREETS 11 DIVEkSIOWS 1
11 1
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REEIUNACei(TEPTVEf TPNS--------
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----- F IC i��l lr4iEC1iS` FcFi-AZ�F—CRUS AND PASTURE (HIGH LEVEL MAUAGEMENT)
T A—T—Y �bASTiI TS——iAli—TbAHIA
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; (bU) 1 (bU) ; (BU) 1 (ALCM) 1 (At M)
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:6: r:�► i

Official Series Description - WICKHAM Series Page 1 of 3
LOCATION WICKHAM NC+AL GA MD SC VA
Established Series
Rev. AG
3/97
WICKHAM SERIES
The Wickham series consists of very deep, well drained, moderately permeable soils on stream
terraces in the Piedmont and Coastal Plain and marine terraces in the Lower Coastal Plain terraces.
The soil formed in fluvial and marine sediments. Slopes range from 0 to 25 percent. The mean
annual temperature is 61 degrees F, and the mean annual precipitation is 48 inches near the type
location.
TAXONOMIC CLASS: Fine -loamy, mixed, semiactive, thermic TypicHapludults
TYPICAL PEDON: Wickham sandy loam, 0 to 2 percent slopes - cultivated field. (Colors are for
moist soil unless otherwise stated.)
Ap--O to 6 inches; dark brown (7.5YR 4/4) fine sandy loam; weak medium granular structure; very
friable; many fine and medium roots; slightly acid; abrupt smooth boundary. (2 to 10 inches thick)
Btl--6 to 11 inches; reddish brown (5YR 4/4) sandy clay loam, moderate medium subangular blocky
structure; fiiable; few fine roots; few fine flakes of mica; sand grains coated and bridged with clay;
moderately acid; clear smooth boundary.
Bt2--11 to 20 inches; yellowish red (5YR 4/6) sandy clay loam; moderate medium subangular
blocky structure; friable; few fine roots; common fine flakes of mica; few distinct clay films on faces
of peds; few fine rounded gravels, strongly acid; gradual smooth boundary.
Bt3--20 to 36 inches; strong brown (7.5YR 516) sandy clay loam; weak medium subangular blocky
structure; friable; few fine roots; common fine flakes of mica; few faint clay films on faces of peds;
few fine rounded gravels; strongly acid; gradual smooth boundary. (Combined thickness of the Bt
subhorizons is 22 to 40 inches.)
BC--36 to 50 inches; strong brown (7.5YR 5/6) sandy loam; weak medium subangular blocky
structure; very friable; few fine flakes of mica; very strongly acid; gradual smooth boundary. (0 to 23
inches thick)
C1--50 to 54 inches; strong brown (7.5YR 516) sand; single grained; loose; few fine flakes of mica;
few coarse gravels; very strongly acid; gradual wavy boundary.
C2--54 to 78 inches; strong brown (7.5YR 5/6) loamy sand; single grained; loose; few fine flakes of
mica; few coarse gravels; common pockets of sandy loam; very strongly acid.
TYPE LOCATION: Northampton County, North Carolina, from Rich Square, South 1.5 miles on
U.S. 258; southeast 1.3 miles on N.C. 308; southwest 2.6 miles on State Road 1106; west 250 feet on
farm lane, Southwest 120 feet into cultivated field. State plane coordinates: x - 2,498,000 y - 900,000.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 36 to more than 60 inches. Rock
fragments of rounded gravel range from 0 to 5 percent throughout, but include up to 15 percent in the
surface layer of some pedons. The soil ranges from very strongly acid to moderately acid except
where the surface has been limed. Flakes of mica and grains of feldspar range from none to common,
along with other weatherable minerals. In addition, flakes of mica may range to many in the BC and
http://www.statlab.iastate.edu/soils/osd/dat/W/WICKHAM.html 10/6/98

Official Series Description - WICKHAM Series Page 2 of 3
C horizons in some pedons.
The A or Ap horizon has hue of 5YR to 1 OYR, value of 4 to 6, and chroma of 2 to 8. Texture is fine
sandy loam, sandy loam, loam, loamy fine sand, or loamy sand. Eroded pedons have.an Ap horizon
that is sandy clay loam or clay loam.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 6, and chroma of 2 to 6.
Texture is same as A or Ap horizon.
The BA or BE horizon, where present, has hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 6
or 8. Texture is sandy loam, fine sandy loam, or loam.
The Bt horizon has hue of 2.5YR to 7.5YR, value of 4 to 6, and chroma of 4 to 8. At least one
subhorizon of the Bt horizon has hue of 5YR or 2.5YR, typically in the upper part of the Bt. Texture
is sandy clay loam, loam, sandy loam, or clay loam. Some pedons contain thin layers of clay or
sandy clay. In some pedons, the middle and lower Bt horizons contain high chroma mottles.
The BC horizon has hue of 2.5YR to 1 OYR; value of 4 to 6, and chroma of 3 to 8. Texture is sandy
loam, fine sandy loam, loam, sandy clay loam, or clay loam. High chroma mottles are present in
most pedons.
The C horizon has hue of 2.5YR to IOYR, value of 4 to 6, and chroma of 3 to 8. Some pedons may
be mottled with high chroma mottles. Texture ranges from sandy clay loam to loamy sand and sand.
Few to many gravel or cobbles are present in the lower subsoil and substratum of some pedons.
COMPETING SERIES: These are the Cheaha, Fruithurst, Montonia, Rion, Rome, Sherless,
Sherwood, State, Sugargrove, and Tidings series. Cheaha anerless soils contain cobbles or
stones in the solum and have bedrock at depths of 20 to 40 inches. Fruithurst soils have a Cr horizon
at depths of 40 to 60 inches. Montonia soils have weathered bedrock at depths of 20 to 40 inches.
Rion soils have sola less than 40 inches thick and are underlain by saprolite. Rome soils have sola
greater than 60 inches thick and black concretions throughout the solum. Sherwood, Sugargrove, and
Tidings soils have bedrock at depths of 40 to 60 inches. State soils have Bt horizons that are entirely
7.5YR or yellower hues.
GEOGRAPHIC SETTING: Wickham soils are nearly level to moderately steep and are on stream
terraces in the Piedmont and Coastal Plain and marine terraces in the Lower Coastal Plain. Slopes
are dominantly 0 to 8 percent but range as high as 25 percent on narrow escarpments. The soil
formed in fluvial and marine sediments. Mean annual precipitation is about 48 inches, and mean
annual temperature is about 61 degrees F, near the type location.
r GEOGRAPHICALLY ASSOCIATED SOILS: These are State of the competing series and
' Altavista, Aim, Cane Fear, Conetoe, Congaree, Masada, Molena, Roanoke, Tarboro, Wahee, and
Wando series. Altavista soils are moderately well drained. Augusta soils are somewhat poorly
- drained. Cape Fear soils are very poorly drained and in a clayey family. Conetoe soils have arenic
epipedons. Congaree soils lack Bt horizons and have C horizons of recent sediments. Masada soils
are in a clayey family. Molena, Tarboro, and Wando soils are sandy throughout. Roanoke soils are
poorly drained and are in a clayey family. Wahee soils are somewhat poorly drained and clayey.
Conetoe, Masada, Tarboro, and Wando soils are in similar landscape positions to Wickham soils.
-- Congaree soils are on flood plains. The other soils are more poorly drained and are on lower or on
positions further from drainageways.
DRAINAGE AND PERMEABILITY: Well drained; runoff is medium to rapid; internal drainage
is medium; permeability is moderate.
USE AND VEGETATION: About two-thirds of the soil is used for com, cotton, tobacco, peanuts,
small grains, and pasture. The remainder is in forest of pine and hardwoods. Native species include
http://www.statlab.iastate.edu/soils/osd/dat/W/WICKHAM.htmi 10/6/98

Official Series Description - WICKHAM Series
Page 3 of 3
loblolly pine, longleaf pine, southern red oak, white oak, hickory, sweetgum, yellow -poplar, red
maple, sourwood, elm, dogwood, and holly.
DISTRIBUTION AND EXTENT: North Carolina, Virginia, Alabama, Arkansas, Georgia,
Maryland, and South Carolina. The series is of moderate extent.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Hanover County, Virginia, 1905.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 6 inches (the Ap horizon).
Argillic horizon - the zone from a depth of 6 to 36 inches (the Btl, Bt2, and Bt3 horizon).
SIR=NC0069, NCO177
MLRA=133A,136,153A,153B,148
REVISED=7/9/96,MHC
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO069 WICKHAM 0- 25 58- 68 185-250 40- 60 15- 450
NCO177 WICKHAM 0- 6 58- 68 185-250 40- 60 15- 150
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO069 NONE RARE 6.0-6.0 - 60-60
NCO177 COMMON 6.0-6.0 - 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0069 0- 6 SL FSL L 0- 0 90-100 8-15 2- 5
NCO069 0- 6 LS LFS 0- 0 90-100 4-10 1- 3
NCO069 0- 6 SCL CL 0- 0 90-100 18-35 4- 8
NCO069 6-50 SCL CL L 0- 0 90-100 18-35 3- 8
NCO069 50-78 VAR ----
NCO 177 0- 9 SL FSL L 0- 0 90-100 8-15 2- 5
NCO177 0- 9 LS LFS 0- 0 78-100 4-10 1- 3
NCO177 9-40 SCL CL L 0- 0 90-100 18-35 3- 8
NCO177 40-70 VAR - - - -
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NCO069 0- 6 4.5- 6.0 .5-2. 0- 0 2.0- 6.0 LOW
NCO069 0- 6 4.5- 6.0 .5-1. 0- 0 2.0- 6.0 LOW
NCO069 0- 6 4.5- 6.0 .5-1. 0- 0 0.6- 2.0 LOW
NCO069 6-50 4.5- 6.0 0.-.5 0- 0 0.6- 2.0 LOW
NCO069 50-78 ----
NCO177 0- 9 4.5- 6.0 .5-2. 0- 0 2.0- 6.0 LOW
NCO177 0- 9 4.5- 6.0.5-1. 0- 0 2.0- 6.0 LOW
NCO177 9-40 4.5- 6.0 0.-.5 0- 0 0.6- 2.0 LOW
NCO177 40-70 - - - -
National Cooperative Soil Survey
U.S.A.
http://www.statlab.iastate.edu/soils/osd/dat/W/WICKHAM.html 10/6/98

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State of North Carolina
Department of Environment
and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt; Secretary
- December_1.0,--1�997
Mr. Victor Quick
Water Resources Director
City of Dunn .
PO Box 1065
Dunn, NC 28335_
SUBJECT: Land'Application'of Sludge Site
Permit No. WQ0006101
City of Dunn
Dunn, North Carolina
Harnett County, I
Dear Mr..Quick:
This is :to acknowledge your November 25, 1997; letter regarding sludge application for
1997 onto fields which are permitted by the Town of Erwiri.
It is our understanding that the; City of Dunn currently contracts with Advanced Waste
Management Services, Inc., to administer your land application of sludge. program. In previous
years, the City of Dunn's and the Town of Erwin's land application of sludge programs were
both performed by Environmental Waste Recycling (EWR), Inc. This company originally
permitted the sites for both municipalities and the'sludge was applied by company personnel on
the respective sites. The land area in question.is-separated by ditches/canals and were not clearly
marked to distinguish the two different permits and land acreage. Advanced, Waste Management
personnel applied this sludge onto property which they believed was the City of Dunn's -
permitted acreage. Based on the topographic maps submitted, it'is ;certainly understandable how
this action could have occurred. It does not appear that this application to the wrong acreage has
exceeded the application rates for the planted cover crop. j
The subject sludge application by Advance Waste Management Services, Inc., onto the
Town of Erwin's sludge acreage does not appear intentional and based on the documentation
provided, -appears to have resulted from an honest mistake'.: Thus, it is 'requested that the City of
Dunn .take the following steps to prevent future similar occurrences:
225 Green Street, Suite 714 FAX 0,,10-486-0707
Fayetteville,: North Carolina 28301-5043 An Equal Opportunity Affirmative Action Employer
Telephone [phone]% recycled/10% post -consumer paper

Mr. Victor Quick
Page 2
December 10, 1997
(1) Install appropriate signs and markers to distinguish the two permitted sites (City
of Dunn, Town of Erwin).
(2) Provide appropriate documentation to the Town of Erwin regarding this sludge
application event. (Provide appropriate records of sludge application so Town of
11
Erwin can complete their Annual Sludge Report.)
(3) Have your sludge contractor coordinate the 1997 sludge application event with the
Town of Erwin's sludge contractor (E)VR) regarding the location of sludge
application, application rates, cover crop, etc., so that the Town of Erwin's sludge
will not be applied to the same acreage for the 1998 season.
Once the above steps are satisfactorily addressed, please notify me and I will set up an
appointment with you to observe these necessary corrections.
Finally, as you are aware, the above mentioned contractors do an excellent job of sludge
management onto the land. The City of Dunn and the Town of Erwin are the Permittees not
these contractors. Thus, it is the ultimate responsibility of the Permittee to assure that all permit
conditions are being followed. Better communication with your contractors to prevent future
similar occurrences is pertinent to permit compliance.
Should you have questions, please advise.
Sincerely,
Grady Dobson
Environmental Engineer
GD/bs
cc: Rob Wilcox, S&ME, Inc.
3718 Old Battle Ground Road
Greensboro, NC 27410

CITY OF DUNN,,
POST OFFICE BOX 1065 • DUNN • NORTH CAROLINA 28335
PUBLIC WORDS DEPARTMENT • [phone] • FAX [phone]
November 25, 1997
N6 2 6 1997
Grady Dobson
�"`a)af=g L, E
DEHNR/DWQ
-PEG.
Suite 714, Wachovia Bldg.
Fayetteville Nr 9RInt
7
Dear Mr. Dobson:
The City of Dunn currently contracts wfth AWMS (Advanced
Waste Management Services,Inc.) to administerour Land
Application Program. At the end!of our haul events for 1997
AWMS was advised that they had possibly land applied a
portion of the biosolids in the wrong permitted fields for
the City of Dunn. The fields in�,which AWMS11applied biosolids
is permitted for the Town of Erwin.
AWMS discovered that the fields in question are owned by
the same farmer and connect to -each other. Ilhave enclosed
the map of the field that was provided to tPe',City of Dunn
and to AWMS by S&ME, Inc. You will find that!it shows the
complete field to be buffered and shown as field HA3-1. I
have also included a map of the same area that I obtained
from the Town of Erwin. It is not until you,look at both.
maps that you can see the clear distinctiorn;between the
fields.
S&ME, Inc. has provided me with the Field Loading -Rates
and the Biosolids Analysis. Enclosed is a ropy of these
reports as they pertain to the fields in question.
This incident should not have happened''and AWMS feels
that it would not have happened if the map had been marked
more clearly. In order to prevent this problem from
recurring, AWMS, along with S&ME', will have�'signs printed to
indicate which fields are permitted for the',, City of Dunn and
will be posted at each location in which the City of.Dunn has
permitted land and will be visible to the public.
b2d`V
A"_1
Home ofMaj. Gen. William C. Lee
II "Father of the Airborne"

I i
AWMS has assured the City of,,Dur►n that this incident was
not intentional and will not happen again. I,f!you need any
additional information in regards to these events, please
call me at [phone].
i
zzly, I,
Victor R. Quick
Plants Manager
cc: William Toman, AWMS
Rob Wilcox, S&ME
Dean Gaster, Town of Erwin
Tech. Dept., EWR
_ II -

11 Y-1`t-71 1.4:k77 r1.1 W1lLL 1 MI'1 IUIll" fY
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CITY OF DUNN
LAND APPLICATION SITE
•
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S = WATER SUPPLY WELL
/.L fILCP
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TOEPOAPHIC MAP
i" • 660'
HA3-2
CARL HAMILTON JR.
411

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: CARL 'HAMILTON JR .

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OWNER:, Carl Hamiton. Jr.
-OP-FRATOP- Carl H2mItonJr.
RESMiAL Soufwz: City of DMM
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Cum daiwe'Polluant Loading Rate (tbsJacvi) 36 34 2.677 1,338 :267 1 151 j MIJ 891 .2,4981
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(Sipaftwe d Land —A4vH4cr) Aft
"I certfy, under penafty of law, that this doewncat was pupated under my 4r=dcn or. bipmision in wxzrdance,%ith a *-stem
dempod to assure That quahticdparspond Ixoperh gathered and evalLated.tkc inkrnuatim submitted I am t%am that fixte are
nspAcant peed de- for sLbmALmg fake h&ommum Induhng de poisibilirl of cues and impnwnment for knoviag viowicme
S&W_ has not ben provided any cumulawe taWs for the City of'Dunn LzindApplication Program
LLJ
06
01) 11124197
CITY OF'DIJNN
S&ML INC.
VwId Imftg Rate Report
PER-Mff 4 wQo"6ID1
10TAL MY TONS APPLMD (AMU-kl,) S-6
......... . 00
. . . . . . . . .......
UP
ag 0 60
v_.
X .3i_�
_4
_1041
X.
lA
1518600.
2A2
-1-57
'0.01
UG
--0.23
2.'53
0.27
0.07
O'la
0.01
-1.69
197.99-
101.07
28.34
T2
AIMUZ Totah
Cumulative Totals
WMM 15,00
IS7
6.01
M0
0.23
2_24-3
0-27
0.01
0.07
0-11
M,
169
197-99
101.07
28.39
.1-57
_01
(LOO]
OL23
2.!3
-0 -27
OL01]
4 -071
(LIO
A01
1,69
2001
#crmit limit
Pb&/acrciyW

I
0
OWNEit: CarIH=& un, Jr.
OPERATOR CarIlL uuM01%Jr.
r, R siDu-.kL. souace aty of Dwn
A 901
CITY OF DUNN
S&bfE INC.
Ae]d Loading Rate RePsri
PERMIT A 'WQ W"10t
TOW -DRY TONS APPLIED (ANNUAL)
ACRES PERii1T1TE
.....:._
:.xJ X.- ,CXiS..._,"
l�. ...���-(-.]C._
iF:-%:.Xr:.-v _4 (s-ic<�2X4%
jx%wtix� - "YKbXiP�:.
C
^
--.--xSR-.�
-X0...._
- -_"-XJfi
JC".:..-..._
JOP•_J
XK- .:
�y ..
'• -•- <" ....-Ur.•_. i-.x
-... ._ _. - Y %.
-.<X:Re-..-Yv%C%. 3
_•i0[_ � � Y%a 'A�,C•Y x.
�P. -
.� J.
:.. '..X-:1h
... ..
v". ..J
ypyt
._.. •...•
1GilCOX'A.-�..._
<v: n
-�%
,.][......'_ 2%%::%A.-_.%:X^x.'.
.._..
.- .:. x-._ .-. _ .._X:
Y- _4wv .% _
:.%'i' --
%J]fA]L CJ]fi%xYlf-.M.)".::.X
_ _ .. ...
-
^.'-%.)Ott
..:�.'k:,0,6)GD%rn1.:?:Y]Lx::CJCL'%�X
]C[,K JC,v
�::%v.:.
-••jM�%-1�.!%..
_ _
-
__ _
0.19
_ _
>![Yx.- J
_
_ _
2.32
KIYX.
t%_^.
":-' 4.25.
-
x.... .
<X!�- _
a:ol-
;.yv -
- ':-%x
XYv,�:•{/� _
_
C07
_
-J(?F? .q
_ w
�X�
0.08
-
%•
-xt
0.01
_
':<)JI
is -
1.64
%:=.
_
92.31
__ _ 1K-XJX-vl.[�'?hS
37.0
5 000
15,459
2.18
lAi
0.01
'0.(,0
-7&70
18.i5
,>acxxM-a�x<xX
r
HA34B
Aanuat Totals
C'ut><alati►eTotals
32:,000
15,459
1.41
0.01
-00.80
&IS
Z32
0.25
QO1
0.07
0.011
0.0 1
l.bt
92 31
78.70
18 S
y
_
1:;I
QOl
0.00
0.18
232
O.S
UOl
O.U7
010&
QOl
1.b7
lull
PernitLimit
lbs /aerel�asr
Cumulative Pollwmnt Lca&% Race (lbs./=e) 36 34 -2,677 1,33 267 1 S — 3741 89 2 98
X
(Signature of LandApplier) Date
"I pert jf , under penalty of law, [hat this docuumt wa4 piepared under my dremon or supervmn in aecordnce pith a system
designed to asset chat qualified personnel properly gathered and evaluated the udc matirm submitted I am c%we that there are
si iftattt pejs] es for"sebmrittioa false infomiadi4•t, lncWmg the po sihiliq of fines sand imprisonment for blowing violations."
' S&ME bmitat bam provided any cumulative totals for the C4 of L7ann Lsnd Applicau m Program
w
- lime
Date Lbs/Ac
06
U) 11/24/t7

CITY OF' DUNN-
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Permit No. WQ0006101
Residual Type: Wastewater TreAtMeAt Mini
Date. June 19,1997
2.42 % Solids
R-M;eyii
4-2-5x,:
U
rw 25H201! _0
"., .
iN R-55
ON
RN A w
Nitrogen (TKN)
9.920
99,200,000
19NA00
Phosphorus
3.210
32.100,000
1 64.200
Potassium
0,900.
9,000.000
13.000
PAN (injected)*
6.289
62,882,000
125.764
PAN (surface)*
3.933
39,332.000
i 78.664
Ammonia Nitrogen
4i710
47,100.000
T-
9200
Calcium
1,060
1 0,600.000
21.200
Calcium Carbonate Eq.
—
Maonesium
0.4501
4,500-000-
9.000
Sodium 1
0.350
3,500.000
7.000
Sulfate
--
-e 01100
i 0.000,
Nitrate N +Nitrite N
0.015
-152.000
i 0.304
IManganese
—
152.000
Chloride
2,180.000
23,800.000
kon
Aluminum
23.200.000
1 46.400
Arsenic
2.340
1 0.005
Cadmium
.1.000
0.009j
Chtomiurn
74.009
1 0,1481
Copper
1.604
iLead
86.000
0.172
Mercury
2.540
0.005
Molybdenum
23.000
I 0.046
Nickel
31000
.0.066
Selenium
4.4101
'0.009
Zinc
537.000t_l
1.074,
A&L Castem Laboratories Report No.: R152-365
[Werinfainitio'n of Plant Available Nitrogen (PAN)i
Injected Applicatiori: 6.283 % PAN
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N+ Nitrate N.+ Nitrite N =,O/) PAN
Surface Application- 3.933 % PAN
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Atmnonia N) + Nitrate N + Nitritle N1- % PAN
Prepared by G&ME, In-c. 717107

cy
2
LLI
F152-365
REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 [phone]
Fax No. [phone]
?CCOUNT. 70412 PAGE 1
ADVANCED WASTE MOT
ATTNX GARY STEELE
2353 ONARLES ETTY RAT
VA 2320. 1
J.
LOS NOMBER 4Z186
SMARLE 1D ::Ty TF DONN-
PG 07545 AB tQ88-96-016
3uUDGE ANAwISZ6 REP=
DETECTION
RESULT
LIM!-]
(MS/Ko)
-------
4MS/Ko) nNhLYST
-------
AARE
UILLIAM TOMAN
copy TO: sm a wM 73MA-''
L. 7E SAMP.&D
VATE AECKjED C6/29/97
nATE ROPO27ED CL/24/T7
METHOD REFZRENC!*.---
53Q0. 2.42 24260 100 JZ11 . 06/19/97 SM 2 5 4 0 ]-
NITRQaEN OTIS' 902 T9205 1OG LIR 06/20/17 E�h 351-i
f gasp H 321 32i00 100 jCK 06/20/97 EPA 3604
POTASSIUM 0 1 ? 9000 10 0 LLN 06/20/97 sw 846-601(l,
CALCIUM' 1.06. 10600 100 DCN OL/20/97 Sw 846-6010
;IoNylum 0 14 5; 4500 DON 06/20/97 SQ B46-60K
01 3503 A 00 1cm 01/20/97 SW 0467 SO!
DC N 0 A 2 3 / 9 7 so 846-SOLC
23203 if) DCN 06/20/57 Sw 248- 60 i f-'-
152 1 LCN 06/23/97 Sw 946-6010
002 101i 06/20/97 SU 846-LOIC
MC 537 DaN 06/20/97 sw 046-pic
AMMOKA NITRZ3EN 4.11 47100 101-1 LDR G6/20/97 Epp 35002
M03-MU2 11TROGEI-1 1f2 1411 DON 06120/97 SM 4503-NO3 F
CADMIAM ND I DON 06/20IT7 so 846-71313
CHROMIUM* 74 DZN 06120/97 sw 846-601C
MKKEL 33 DCN C6120ITY Sw S 4 6 - 6 0 1 ';-J.
LEA D 86- Dc".'4 /2 G/ 9 7 Sw S46- 65 10
ittL� InLUES EXCEPT SOLZES AND Tss AAE 3N A rRY OEIGMT BASIS,
NORMAQ _
Our reports and letters are for the exiowive aW oonfidenthi use at our clients, and may not be raprodwed ir whoa or A go, nor may any a4wonce W mNA to the
wcrk, the results. w thecompany in a-ty advertising. news release, or otEff pubic announcements wthout wining our prior written autkorizaion. Gopyrigft 1977

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine
Road - Richmond, Vrginia 23237 [phone]
°
Fax No. [phone]
- -
-
o
o
REPORT I1lUMBE19
71
Lo.
.._�t.7G T.'_.i1 -�J 4'J. l
2
:9 .':. L_�.. :+. `r.t*.
'cal iu 5 . , �L�
ap-Y . ;i f �.:� `� t jai . vi::�!x
p
- lyl :,]J'i �.l
e� ._ _-___.__- _-. _-._- _--_
_.
_---__-___-_ __.--_ _. -.-_-___--__.-.- _..._
-__-_ - ._ _.'-____i tj•j'._..r„
iy=_..__:r'1:`---- fir:-17_.
.-y
__1]SS
_..l .��l
_�/-./.L
.
O
DETECr711N
OD
:J:l'.: 1:`s I • 3
Ali L:. N. J 1 ::. .1.
J _a'J \a :� !L::
�.•:J J,.... :1! l
.r:..-L lJr..': l.t :L`
.0
4 ]' Ste:
_.�. .L
tit..%
.rc=% .:�t"3 f
.
.�?i,y'- C'=><j—•$,CJ
-3 6-
.�. .. .,.`r� - `F _fit+•�TAi-
_..... ... li: ... .-._.v =. .t+...�.. t `_7�... 1; '.3:`:z� t._s7 ?�:i.._[ r? ; ;r:=iJI': :.
lit
Our report and letters are for the exclusive aid con:idertiai use of cur cliants, and may not be reproduced it whole or in put, nor may ary refelenc:e be made to the
0 work, the resuhs, or the company in aiy advertising news release, or otter pubic announcemenm without cotaini na our p for written auitorizaron.. Copyright 1977

CITYOFDUMV
LAND APPLICATION PROGRAM
RESIDUALS ANALYSIS
Permit No. WQ0006.10.1
Re
sidunl Tykes Wastewaier Treatment Plant
' . Date: October 16,1997
2.18 % Solids '
AA rW i
. ;r^;e :,'A �: ' i<.xo%x
.T %'� a x,x�� w .�+.` Y '
1ii ii ( .`fie. ��Me:t3;�FY 'y�il�SiLy+�'
aX(���:r i�„>:J�K yy ...,e%%!!•� Y•�%:�. >: �
w �Y i :%i:• y..<>.' .%.`ci•'k:li: xh w' % k:. .Y ;
• � �1.y y�, ':f.:s,3,i1t��j�,�,•
+i.( Vi ': :i,.i.a
ii �. y�;,.
;�` 'iRa:�;i. �!ii6Al:ad :x
'7iQp.a Xnk•'..•.;
Y ' ��' �
..< J K�K. .,�: x.>
o: �•: i3e•,�"•�.�.'
Y.<vy1,!' ,�;�.1e� a 'i i<
i :S:�a3.: < M' •�v:,
<:x!s � • ".•�%.^, •'•x;
5' ••
x
S, x:. yy
4rtr.R...%' :c%.ti .k: ' •1�, :G Ok<,
y�c• i4 i � �>
.FE.'t'�'"...t.�:x�ixM1GR•x% gg�j:k.a. S�eMSIC,. �•x%x k" j
,
•x�% ��: xt`�x^�l�i:t:.`s:�x.s<.:,,ii',•9fi!rl•
j
' , 4�. s,• 'x�k�iR
"•ifd: >�• , ,%i';
Nitro en (TKN) '.
%270
92,700.000
185.400
Phos horns
2,800
28 00.000,
56.000
Potassium
0.660
6 600a000
13.200
PAN in'oot *
4.524
45,243.WU
90,486
PAN surface)*
3.284
32.8430)0
65.686
An=onia itro en
2.480
24 800.ODU
i' 49.604
Calcium
1.310
13100.000
i 26.200
Calcium Cbrbonate E :
---
--'
I -'-
Ma esittm I1
0.510
5.100.000
I 10.200
Sodium
0.380
3,800,000
I 7.600
.
Sulfate
._
90.000
1 0.180
itrate N +Nitrite N
0.007
73,000
0,146
Manganese
-
'249.000
1 0.498
Chloride
--
•2160.000
1 :. 4.320
Iron
---
24,700.000
1 49.400
luminum
-
22 200.000
1 44.400
Arsenic
-
1.850
! 0,004
Cadmium
•-�
< 1,UUo
I OA00
Chromium
---
64.000
1 0.128
Copper '
826,00,0
1 1,652
Lead
87.000
! 0,174
Mcrcu
...
3.070
U.007
Molybdenum
...
24.00,0
.0,048
ickcl
---
30.000
0.060
Selenium'
--
- 3,760
0.008
Zinc
•,,
584.000
1 1,168
- A&L Bptcm t'.aN)Munes mpm wu.: 1j �, • _y ,
*Determination of Plant Available Nitrogen (PAN)
Injected Application: 4.524 % PAN
(Miiieridizutiun Rato)(TKN-Auimonia N) + Anuiienia N + Nitrate N + N tritc N -7 % PAN
PAN,
Surface Application: 3.284 %1
(Miner Rate)(TKN-Ammonia N) + (m)(Ammonia N) +Nitrate N + Nitrite N % PAN
Prepared by S&ME, Ind.- I V11/97 ;

A & L EASTERN AGRICULTURAL LABORATORIES,. INC. �w
7621 Whitepine Road' • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
R277-277 .. ACCOUNT 70413 WAGE 1
REPORT NUMBER
ADVANCED WASTE ' MGT
PO #3029'JOF 0.1588-96—_016 WILLIAM TOMAN
�. ATTN# .GARY STEELE COPY
T0: WILLIAM TOMAN
.2353 �CHARL.ES CITY ROAD
RICHMOND VA 23231
-: SLUDGE ANALYSIS REPORT
r LAD NUMBEfi - _ 4 5532 PL ---- - - -- - " -
Y DATE 'SAM Eii
--- - - - ---------- - - -- - - - - - ----- - - --- ---- -- DATE _RECEIVEU___1.0/1.6/97- _--- - - Sl�MPLE ID
, =CITY OF DUNN WWTF DATE REPORTED 10/21/97
_ DETECTION.
RESULT - RESULT LIMIT ANALYSIS
—PARAMETER—_---_----—(—x—)-- .(MG/KG) (MG/KG) ANALYST --DATE METHOD'REFERENCE
SOULS 2.18 21800 100' KCS 10/16/97 5M 2540G
NTTROGEN(TKN) 9.27 92700' 100 KCS 10/17/97EPA 351.3.
FHOSPHO.RUS 2.80- 28000 104 KM 101.17197, EPA 365.4
POTASSIUM' 0.66 6600 100 DCN 10/17/97 SW' .846-6010.
i CALCIUM 1.31 13100 100 DCN' 10/17/9-7 SW,,.'84b-6010
a SODIUMAGNEM
0.51- 5160:. 100 DCN 10/17/97 �SW 846-6010
i SODIUM. 0.33' 3800 100 DCN 10/17/97 SW 846-6010
IRON 24700 1
a ALUMINUM. DCN '10/17/97 SW 846-6010
22200 10 DCN 10/17/97 SW 846-601.0
i MANGANESE.: 249 1 DCN 10/17/97 SW 846-6010
CONFER O MM826.. 1. DCN 10/17/97 SW 846-6010
A - 584, 1 DCN 10/17/97 SW 846-6010
AMMONIA—�IiTREN' 2+48. .24800 :10.0 KCS 10/17/97. EPA - 350.2 .
NO3-=N.02. iTTFbSEN 73 10 KCS 10/17/97 SM 4500-1403 F
CAIMIUM ND 1 LCN 10/17/97" SW 846�7130
NYCCHRK fluty. - 64 DCN 10/17/97. 'SW 846-6010
�!!ChEL 30 5 DCN 10117l97 SW 846—bolo
LEAK 07 5 DCN 10/17/97 SW 846-6010
ALL VALUES_ EXCEPT SOLIDIS AND TSS ARE (IN A DRY WEIGHT BASIS* i
o_/
J Our reports and letters are for the exclusive and oorr6 i .�'�C • . HU . NO RMA JO E. dent al use of our diorrts, and may not be reproduced in whole or In part, nor may airy refe►enc�e be made to the N S
3 workr the results, or the company in any adverftng, news release, or other
> - public announcements without obtaining our prior written authorization. Copyright 1977

A & L EASTERN AGRICULTURAL LABdRATORIeS,-
7621 White ine Road Richmond, Vir inia 23237 -
P g (804) 74-9401 Fax No. [phone]' V
R277-277 ACCOUNT 7041Z `PAGE ;
o REPORT NUMBER _
iD�lAAlC>E sc''WASTE t�GT , PO #3029- JOB - #1588-:96-0 6 .... WILLIAM+` T
.. -ATTNx GAAY':ST£ELE TD`S ' tdILL IAM TOMAi
COPY
2353'j'CHARLES CITY ROAD.
RICHMONW" VA ?32.31
SLUDGE:..ANALYSIS 'RFtifiT-
rn_ - -. _ - - - - --- - -- - --- --- - - — - --DATA _-SAMPL-EO_-, _
�' LAB I OMBER 455:32 -
GATE-§ECEIVE& -30/1619
-=-SAMP.LE _ I'D-- _ . CITY -OF TJUNN VWTP- --- - ---------- --- - --- - -- - -- `.
- --' ---- --- -itATE fiEPESRTEb" -`]; 0%21I9'7'---•- - -'----
o,
DETECTION
RESULT RESULT LIMi.T ANALYSIS
PARAMETER ( x ) ' (MG%KG) (MG/KG) ANALYST,
-_--___----_-__--____-------- ------ __----- - ---
_y-ATE- t�iETNOIt' FiEFEfiENCE
----------- -------------
ARSEhIC 1.85 0.4, DCN 10%.17%97 SW 846--7.061
MERCURY # 3.67 p.'i IICN 10/17/97 SW 846=-7471
o S�CLENIl1M
°D3 74 • . 0 • s DCN' 1 O/-17/97 'SW 846-7741.
ai PH. .(STIiRDARD. UNXTS) 8:36 AB :10/17/97 EPA 150.1
0o ORGh.NIC NITROGEN, 6.79 67900 - 100" . pCN 10/17.J97 : CALCULATION
MOLYBDENUM'-. ;
�i : 24 : ':DCN . .10/17/97 ... $W, 846- 6010
o CHLORIDE 2i60 1 'AD 10/17/97 - Si'i 4500-=CL Ir
SULFATE 90- .10 JCM 10/20/97_ SW 8.46-9.038.
ALL VALUES EXCEPT SOLIDS ANIi TSS -ARE` ON A DRY' WEIGHT BASIS.�
F A6 C H H. CHU C... �IORMJN"'!,*NE$ r ' Our reports and letters are for ttie exclusive and confidential use of our clients, and may not be reproduced in whole a in part, may any reference be, made t0 the
work the 'results. or the company in any advertising, news rel . or other public announcements withoid obtaining our prior wMtten auftrti�ation.
e3 Copyrig& 1977...; ,.+ _..,. .".: ,.»............, ,

State of North Carolina
Department of -Environment,
Health and Natural Resources '" •
Division of Water Quality
James.B. Hunt, Jr:, Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director ED
January 17,1.997 JAN Z 21997,
Carl G: Dean, City Manager. - - . �a�`]LL�
City of Dunn � REG. ®��iC�
Post Offic&Box 1065
Dunn, North Carolina 28335
Subject: Permit No. WQ0006101
o. 'City of Dunn
Land Application of Wastewater Residuals
Harnett County
Dear Mr. Dean: .
In accordance with your renewal request received on December 23, 1996, we are forwarding
herewith Permit No. WQ0006101, dated January. , 17, 1997, to the. City of .Dunn for the continued
operation of a wastewater residuals-land'application'program,
This permit shall be effective from the date of issuance until December 31, 2001., shall void Permit
No: WQ0006101 issued August.8,1994, and.shall be subject to the conditions,and limitations as specified
therein:. Please pay particular attention t&ihe' monitoring and'reportirig 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.
If any parts, requirements, or limitations contained in this 'permit are -unacceptable; you have the
right to request an adjudicatory hearing upon written. request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North,
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447.', Unless such demands are made this permit,shA.be final`and binding.
If you need. additional information concernin_ g.this matter, please .contact Mr. Michael D. Allen at
(9.19) 733-5083 extension, 547. -
S' " erely,
A. Preston Howard, Jr., P.E:"
cc: Harnett County Health Department
S&ME, Inc.
tayettevlle-RegionaLOffice Wate—r QuahSection;
Fayetteville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section; Central Office,
Training and Certification Unit (no revised rating)
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action .Employer- 50% recycledt 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
J­
RESIDUALS LAND APPLICATION PERMIT
In accofdAh&e.with ,thqprovisions of Article 21 of Chapter 143. General Statutes of North Carolina as
­,.,.
ended, and other applicable Laws, Rules, and Regulations
-'PERMISSION IS HEREBY GRANTED TO THE
City of Dunn
Hamiett'County
FOR,TliE
operation of a wastewater, residuals land application program consisting of the, application of 206 dry tons
peryearof residuals from sources. listed in Condition II 5, to approximately 468.8 acres of land inHarhdtt
-County with no discharge of wastes to the surface waters, pursuant to the renewal request received. on
-December 23, 1996, and in conformity with the.project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment' , Health. and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until !December 31, 2001, shall void Permit
No.,WQ0006101 issued August 8, 1994, and shall be'subject to the following specified conditions and
limitations:
I PERFORMANCE STANDARDS
L. This permit shall- becomevoid.able if the soils fail to adequately assimilate the wastes and
may be rescinded unless. the sites are maintained and operated in a manner 'Which, will
protect -the assigned water quality standards of the surface waters and ground Waters.
2. The 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.
3. The issuance of this permit shall not relieve the Pem-tittee of the responsibility for damage's
to surface or groundwaters resulting from the operation of this program.,
4.' In -the event that the land application program is not operated. satisfactorily, including the
creation of nuisance conditions, the Permitte ' e shall cease applying residuals -to-the sites and,
take any immediate corrective actions as may be required by the Division.

II.
5 . Some of the buffers specified below may. not have been included in previous permits for
this land application operation. However, any sites or fields that are included in this
permit, but were approved with different applicable buffers shall be reflagged to comply -
with the below buffers. The following,buffer zones shall be maintained:
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
minimuof 100 feet upon. written consent of the .owner and approval from the
appropriate
ate DWQ 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 maybe
reduced to a minimum of 100 feet upon written consent of the owner and the
appropriate DWQ 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 R 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,.
i) 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches,for both application methods.
7. 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.
8. Specific residual application area boundaries shall be clearly marked on each site prior to
and during application.
9. No residuals at any time shall be stored at any application site, unless approval has been
requested and obtained from the Division of Water Quality.
10. Maximum slope for residual application shall be' 10% for surface -application and 18% for
subsurface applications'.
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 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 must be submitted including all test results and calculations.
OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and application sites shall be properly maintained and operated at all tunes.
2. A suitable vegetative cover, as listed, in condition II 4, shall'be maintained in accordance
with the crop management plan outlined by the local Extension'Office of the Department of
l C
Agriculture, or the Soil, or'other agronomist,,and approved by this
Division. ,
2

3. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than
6.0, on all land application sites to insure optimum yield for the crop(s) specified below.
The agronomist shall provide information on the pH best suited for the specified crop and
the soil type.
4. The application rates shall not exceed the following for the specified crops:
Crop PAN (lb./acre/yr.)
Alfalfa
Bermuda Grass (Hay, Pasture)
Bermuda Grass'(Coastal)
Blue Grass
Corn (Grain)
Corn (Silage)
Cotton
Fescue
Forest (Hardwood & Softwood)
Milo
Small Grain (Wheat, barley, oats)
Sorghum, Sudex (Pasture)
Sorghum, Sudex (Silage)
Soybeans
Timothy, Orchard, & Rye Grass
200
220
350
120
160
200
70
250
75
100
100
180
220
200
200
5. 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)
City of Dunn Black River WWTP Harnett
NC0043176 206
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Kilograms
Pounds
Parameters per Hectare
Mr 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
7. The pollutant concentrations in the residuals which will be applied to the land shall not
exceed the following Ceiling Concentrations (Dry Weight Basis):
Parameters in
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
3

8. Upon classif cation' of the facility by the Certification Commission, the Permittee shall
employ a certified land application/residuals operator to be in responsible charge (ORC) of
the land application program. The operator must hold a certificate of the type classification
assigned to the land application program by the Certification Commission. The Permittee
must also employ a certified back-up operator of the appropriate, type to comply with the
conditions of Title 15A NCAC 8A, :0202.
9. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored residuals into any surface waters.,
10. Surface applied residuals will be plowed or disced within twenty-four (24) hours after
application on lands with'no cover crop established.
11. For areas that are prone to flooding or within the 100-year'flood eievation, residuals may
be applied only during -periods of dry weather. ' The residuals must be incorporated. into the
soil within twenty-four (24) hours after application.
12. Appropriate -measures must be taken, to control public access to the land, 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.
13'. 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.
14.
, Residuals shall not be applied in inclement weather or until 24. hours following a rainfall
event of 1l2-inch.or greater in 24 hours. Any emergency residuals disposal measures must
first be approved by the Division of Water Quality.
15.
Aesiduals shall not be applied to any land application site that is flooded, frozen or snow-
covered.
16.
Residuals shall not be applied at rates greater than agronomic rates, unless authorized by
the Division.
17..
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.
18.
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.
19.
.:Food crops with harvested parts that touch the residual/soil mixture and are totally above
the, land surface (ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for
14 months.after residuals application. :
20..
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 (4) months or longer prior to
incorporation into the soil.
21.
Food crops with harvested parts below the surface of the land shallnot be harvested for 38
months after application of residuals when the residuals remain on the land surface for less
than four (4) months prior to incorporation into the soil.
4

22. Turf shall not be harvested for 1 year after residuals. application if the turf is to be placed on
land with a high potential for public exposure.
MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division of Water Quality 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 #)
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, molybdenum, 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
Calcium
Copper
Magnesium
Base Saturation (by calculation)
Cation Exchange Capacity
Manganese Potassium
Percent Humic Matter Sodium
pH Zinc
Phosphorus
The Standard Soil Fertility Analysis (see above) and an analysis for the following
pollutants shall be conducted once prior to permit renewal on soils from each site which has
received residuals during the permit cycle.
Arsenic Mercury
Cadmium Molybdenum
Lead
Nickel
Selenium
5

4... A residuals analysis will be conducted, annually from the date, of permit issuance by the
Permittee and the results 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 will be
required for each instance,, of land application. The residuals analysis shall include but is
not necessarily limited to the following parameters
Arsenic Calcium
Cadmiuin Nitrate -Nitrite Nitrogen
Copper Magnesium
Lead % Total Solids
Mercury pH _
Molybdenum Phosphorus',''
Nickel 'Plant Available Nitrogen (by calculation)
Selenium Potassium
Zinc Sodium
Aluminum TKN
Ammonia -Nitrogen
5. All residuals included in this. permit must, be"monitored annually, from,the date of permit
issuance, for compliance with condition 110 of this permit. • Data to verify stabilizationand
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.
6. Three copies of all required monitoring and reporting requirements as specified in
conditions III 1,11I 2; III 3, and I114" shall be submitted annually on or before March 1 of
the following year to the, following address: ;
-NC Division of Water Quality
Water Quality -Section
Facility Assessment Unit
PO-Box;29535
Raleigh; NC 27626-053"5
7. 'Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone.
number [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
3 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:
6

c. 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 (5) days following first. knowledge of the occurrence. This report must
outline the actions taken or proposed to betaken to ensure that the- problem does not recur.
I V . 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 is
for the disposal system constructed after December 31,1983 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 in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a 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
remediation action on the part of the penmittee.
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.
Y. INSPECTIONS
1. 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 log or summary including at least the
date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
_for a period of five years from the date of the inspection and shall be made available to the
Division of Water Quality or other,permitting authority, upon request. -
2. Any duly authorized officer, employee, or representative of the. Division of Water Quality
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.
7

VI. GENERAL CONDITIONS
L. 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 is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not automatically transferable'. Inthe' event that there is a desire for the
facilities to change ownership or a name change. of the Permittee, a formal .permit request
must be submitted to the Division of Water Quality accompanied by an application fee,
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 mayor may
not be approved.
4. The following are approved sites for residuals application (see attached map[s]):
Application Area [acres]
Site No. Owner/Lessee (excluding buffers)
Harnett County '
HA2-1 R. Dewayne Weeks • 34:1
HA2-2 R. Dewayne Weeks 69.1
-HA2-3 R. Dewayne Weeks 56.7
HA2-4 R. Dewayne Weeks 66.3
HA2-5a R. Dewayne Weeks 78.8
HA2-6 R. DewayneWeeks 49.8
HA3-1 Carl Hamilton, Jr. 90.1
SA6-1 'Wade Lee Barefoot 23.1
TOTAL ACRES IN COUNTY 468.8
TOTAL AVAILABLE ACRES 468.8
a This land application site is partially covered in soils having a seasonal high water table
at depths ranging from one to two feet below land surface. Therefore, no residuals
shall be applied to, this field during the period from December through March,
inclusive.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and -compliance fee must be paid by the Permittee within thirty
(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 15 NCAC 2H .0205 .
(c)(4)•
7. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which maybe imposed by other government
agencies (local, state, -and federal) which have jurisdiction.
N.

8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. This permit may- be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Water Quality deems necessary in
order to adequately protect the environment and public health.
10. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect. The land owner agreements are considered
expired concurrent with the expiration date of the permit and must be renewed at the same
time the permit is renewed.
Permit issued this the seventeenth day of January, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston IYoward, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0006101
Z

i
f
I
DIVISION OF WATER QUALITY
q _ Jan�uaryJ3,1997J
MEMORANDUM
i
TO: Coleen Sullins, Unit Supervisor
Permits and •Engineering Unit '
FROM: Grady Dobson, Environmental- Engineer-«�
Fayetteville Regional Office
SUBJECT: Permit Renewal
Permit No. WQ0006101
City of Dunn
'Harnett County
Please find enclosed the staff report regarding issuance of the subject permit.
If you have any questions or require any further information,�please advise.
GD/bs
Enclosure.

• • 1 I
SOC -PRIORITY PROJECT Yes_ No X
To:.Permits and Engineering Unit j
Water Quality Section
i
Attention: Michael Allen
Date: January 13,1997 ,
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County:.. Harnett !
Permit' No. WQ 0006 001
PART I -'GENERAL INFORMATION `
1. Facility and Address: Mr. Joseph T. Campbell
City of Dunn .
PO Box 1065
Dunn, NC 28335, .
2. Date of Investigation:
3. Report Prepared. by:. Grady Dobson
Environmental Engineer, FRO
4. Persons Contacted and Telephone Number: Rob Wilcox
'[phone]
5. Directions to Site: (see package for•site designation)
6. Size (land available for expansion and upgrading): - 468.8 permitted acreage
T. Topography (relationship to'100 year flood plain included):
See package TOPO. maps - if in flood plain (100 year) will be included.
Attach a U.S.G.S. map extract -and indicate facility site.
U.S.G.S. Quad No.: U.S.G.S. Quad Name: .
F - 24 SW Erwin. NC
Latitude: Longitude:
35' 17' 31" 78241' 09"
I

PART I - GENERAL INFORMATION (continued) '
8. Any buffer conflicts with location of nearest dwelling and water supply well?
Yes No_ ZIf Yes, explain: j
9. Stream. Basin Information: f
a. Stream Classification: Cape Fear. River - WS
b. River Basin and Subbasin No.:. Cape Fear
c.. Distance to surface, water from disposal system:
Approximately 350 feet
PART JI DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume:. 3.75 ' MGD (Design Capacity)
Residuals: 206 drvdry tons per year
-b. Types and quantities •of industrial wastewater: 100% Domestic
c. _ Pretreatment Program (POTWs' only): N/A
:in development _ approved _
should be required _ not needed X
2. Treatment Facilities i
a. What is the current permitted capacity of the facility?
3.75MGD
b. What is the I actual treatment capacity of the current facility (design volume)?
3.75MGD
c: - . Please provide,a description of existing or substantially constructed wastewater
treatment facilities: (see attached NPDES staff report)
d. Please provide a.description of proposed, wastewater treatment facilities: N/A

PART II. - DESCRIPTION OF. WASTES AND TREATMENT; WORKS (continued) -
'
3: Residuals handling and utilization/disposal scheme:
- a. If Residuals are being land applied,'please specify DWQ Permit No: WQ 0006101
Residual Contractor: Sludge was previously managed by Environmental -.
Waste Recycling (EWR)
Telephone Number: 1-800-476-8184 y
The new. sludge management contractor is Soils &
: Management Engineering (S&ME)
b. Residuals stabilization: PSRP X PFRP_, Other_
c. Landfill: N/A
d. - - Other disposal/utilization scheme (Specify):" N/A
4. - Treatment plant classification (attach completed rating sheet): (see attached)
5. SIC Code(s):
Primary O1 Secondary 23
Main Treatment Unit Code: 05001"
PART III'- OTHER PERTINENT INFORMATION ?
1: Is this facility being constructed with-. Construction Grants i Funds (municipals , only)?
N/A _ ..
2. Special monitoring requests: N/A
_ 3. Important SOC, JOC or Compliance Schedule dates (please indicate):
Date
Subrriission of Plans and Specificatio_ ns N/A
Begin Construction J N/A
Complete Construction, N/A-

PART III OTHER -PERTINENT INFORMATION
4. Other Special Items:
Soils Information:
The soils were previously approved in the previous sludge
application package. This
revised package is renewal only.
Land Use:
All sites are typical, privately owned farm operations with, regional crops of corn,
soybeans, wheat, Coastal Bermuda grass, etc. All sites are managed by owner or farm
manager:
Description of Proposed Svstem:
Aerobically digested sludge for application consists of liquid sludge (3%-5% solids) and
will ;be transported in leak proof tankers: The- tankers.will be off.loaded into application
equipment and applied to the permitted acreage. The application will be agronomically
applied. for the specific crop.
Land Limiting Constituent Analvsis:
The limiting. constituent appears. to be PAN. The calculated annual PAN for surface
application is 16,989.2 lbs. The calculated .PAN for .subsurface application is 27.289.2
lbs. Most sludge applications (metal) for. the City of Dunn; are for row crop vegetation.
Thus, the application method. is subsurface application with] the highest PAN value
(27,289.2 lbs.). Utilizing a typical application rate for'corn of 160.lb 'PAN/acre/year, only
169.9 acres would be required to assimilate the PAN. The ;160 lb PAN/acre/year would
be the minimum application rate. Should a cover crop receive sludge at a higher PAN
application- rate than 160 lb PAN/acre/year, the land are requirement would decrease.
The land.'area permitted under this renewal -is 468.8 acres. The acreage is more than
adequate. The SAR is 1.27 which is acceptable. 'The limiting metal is .Copper. Based on
calculated data, the site life would be 764 years before the Copper allowable lifetime
loading would be approached: j
Crop Management Plan:
The responsibility for management of the sludge program will 'rest entirely with the City
of Dunn. ..The City, however, has contracted with Soils and Materials Engineering
(S&ME) for the technical permit requirements including sludge application.The sludge
will be applied. to the..proposed .sites as an agricultural resource at agronomic rates. The
sludge will be applied to row crop or -hay land at agronomic rates -for total or partial
replacement of'conventional N and P fertilizers. The actual, amount of sludge applied
will be dependent upon the nutrient requirement of the specific' crop and the ' nutrient
content of the sludge. Prior to application,* the sludge will be sampled and analyzed for
routine nutrient analysis. Representative sludge samples will be collected from the

PART III = OTHER -PERTINENT INFORMATION (continued) t
aerobic digester,,:delivered`.to,' a' qualified laboratory ,familiar,' with sludge analysis, and
analyzed'. for`TKN; NH4-N, NO, =N, P, K and solids. This information will then be
utilized tocalculate the specific -application rate"for the field and crop.
: All of the application fields are typically 'rotated in small grains, hay or pasture. The-
-for be. applied at full agronomic rates -for the yearly crop; All other management
practices are included in the land -application package: All fields will be flagged -prior to,
land; application to assure compliance with buffer zones, -The ;City of Dunn.will apply.the
appropriate lime according to soil' evaluation recommendations.
Records Management:
All records will .be the responsibility of the-, ermittee . Ci ' of Dunn .. The Cityhas
contracted with Soils- and Materials Engineering (S&ME).
Accessibility: j
The property on which the sludge will, be applied is -:owned by' private individuals: and
access' is limited by the property owner:
PART IV EVALUATION AND RECOMMENDATIONS
it is the recommendation of this office that the subject Permit (WQ0006101) be renewed for an'.
additional five year term:,
- .. • � ..,,E ; - -
-
Signature of oft Prepares
Water Quality Regi Sup rvisor
Date

CITY OF -DU "N
POST OFFICE BOX 1065 • DUNN • NORTH CAROLINA 28335
PUBLIC WORKS DEPARTMENT • (910) 892=2948 • FAX (91.0),892-8871
r Des c emb.(ir[!J],
Kitty Kramer
NCDEHNR/DWQ
Suite 714, Wachovia Bldg.
Fayetteville, NC 28301
96
RECEIVED
DEC 15 Oar`!
FAYErMVILLE
Dear Ms . Kramer: - - -- - - - = REG. OFFICE
The following is the resultsof my findings and
observations as related to the complaint your office received
in reference to the City of Dunn':s contractor,iEnvironmental
Waste Recycling, land applying biosolids on December 7, 1996.
Our area received,.45 inches -of rain.on;Thursday,
December 5, 1996. Our permit requires us to,wait 24 hours
following a rainfall event of .5 :inches or greater in a 24
hour period. EWR began land applying our biosolids.Saturday
morning, December 7, 1996-. The next rainfall occurred later
in the morning on this date. When this happ'en,ed they stopped
.the land application operation.
The operation commenced again on-Monday;;December 9,
1996. I understand your office received another call on -this
date indicating that Sludge was being applied to a wet field
After my telephone conversation with you, I made a visit to
thefieldto verify that EWR was in compliance:with our
permit. There was one wet area in the field and EWR clearly
had this area flagged to avoid applying biosolids in -the
vicinity of this area. There was also water standing around
--the __p;kramet-er-of this field in _ar-eas . This water was no-.
where near the area of application. In addition, this area
was located in the buffer zone and clearly flagged as
required.
It is my conclusion that our contractor,,.EWR, was not -
in -violation of our permit or operating in any manner that
would be harmful to the surrounding environment. If I can
provide any additional information please contact me.
S/i n)c ej,e l�y%,; ) • G
Victor R.,Quick
Plants Manager
cc: Grady Dobson/DWQ
David Wanucha/EWR
Home ofMaj. Gen. William C. Lee I I I I "Father of the Airborne

-E�
Environmental Waste Recycling, Inc.
soft
i
December 13, 1996
Mr. Grady Dobson . DEC 2 0 1996
NCDWQ FAY mviLLE
Fayetteville- Regional Office REG. OFFICE
Wachovia Building, Suite 714
Fayetteville, NC 2830.1
RE: -Land application activities for the City of Dunn on Saturday December 7 under permit
WQ0006101
Dear Mr. Dobson:
Per your request during our telecon on December 9, below are the details relative to the land
application event:
Our crew was operating on site HA24 (66.3 acres) applying at an application rate of 11,000
gallons per acre on soybean stubble using the umbilical system. This. system utilizes a farm
tractor- with a tool bar attachment mounted on the rear. A long hose system attaches to the tool
bar so that biosolids can be pumped from tanker trucks to the tractor and then spread across the
field._ The farmer intends to plant'a small grain cover crop this winter and follow with corn or
soybeans next year. The site was moist but not too wet to worksince it had not rained since.
December 5.. A rain event during Saturday required the operation to be shut down for the rest
of the weekend.
Please let us know if you need additional information.

W
r • r'.'1
CC
1111
dd"J
S
ENV. MANAGEMENT
is FAYETTEVILLE REG. Gi=F=l"'F
CARL G. DEAN
DUNN, CITY -A SLUDGE/BLACK RIV
PUBLIC WORKS DEPT.
DUNN, NC 28335
SUBJECT: PERMIT NO. WQ0006101
DUNN, CITY -A SLUDGE/BLACK RIV
HARNETT COUNTY,
Dear Permittee:
Our files indicate that the subject permit issued on 8/08/94 expires on
6/30/97. We have not received a request for renewal from you as of this date.
A renewal request shall consist of a letter requesting renewal and completion of
the enclosed application, submitted in triplicate. A processing fee must be submitted
with the request. Please find attached a copy of the 15 NCAC 211.0205(c) regulations.
The processing fee for your "facility is based on the design or permitted flow,
whichever is appropriate, listed in the first four categories of facilities. Sludge
renewals are based on total acres of land permitted. If the facility covered by this
permit contains some type of treatment works, a narrative descripton of the sludge
management plan that is in effect at the facility must be submitted with the
application for renewal.
The Environmental Management Commission adopted revised rules on October 1, 1990
(attached), requiring the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after,your permit is approved.
Please be advised that this permit must not be allowed to expire. If the renewal
request is. not received within 180 days prior to the permit's expiration date as
required by 15 NCAC 2H .0211, you will be assessed an automatic civil penalty. This
civil penalty by North Carolina General Statute may be as 'much as $10,000 per day. If
a permit renewal request is not received 180 days before permit expiration, a civil
penalty of at least $250 will be assessed. Larger penalties may be assessed depending

I
I
I
Page 2
on how late the request is made. In addition, any perm.it,renewal request received
after the permit's expiration date will be' considered as a. new application and will be
required to pay the higher permit application fee.
The letter requesting renewal, along with a completed Non -Discharge Permit
application and appropriate standard fee, should be sent to:.
Permits and Engineering Unit
Division of Environmental Management
P. 0. Box 29535
Raleigh, North Carolina 27626-0535
The check should be made payable to the North Carolina Department of Environment,
Health, and Natural Resources (DEHNR)..
If -you should have any questions or need any additional' information regarding this
matter, please contact me at [phone].
I
Sincerely,
I
Carolyn McCaskill,,Supervisor
State Engineering Review Group
cc: Fayetteville Regional Office
Permits and Engineering Unit
Central Files

GROUNDWATER PERMIT RENEWAL
SITE VISIT CHECKLIST
DATE: 4
SITE: d
CONTACT: r 4y r
ADDRESS:
PHONE:
PHYSICAL LOCATION:
SEASON
TOPOGRAPHY:
MAJOR SOIL GR
BEDROCK TYPE:
AQUIFER NOTES
0
-40
COUNTY: G11/IC,
GROUNDWATER FLOW DIRECTION: {/ cD �j Cl b "lam / (,c/ ��✓ i LJ IIiG '' l�v
PROXIMITY OF SURFACE WATERS: (lake, pond, stream, ditch..(50-100ft))
GLzZ /
1 /1
SURFACE WAT R FLOW D CTION: ,O /Y1.tL /
•SITE DESCRIPTION 1/ / /
CURRENT LAND USE: ��IJJ � LL.i AD v t"!/t
�L
SEE PROPERTY BOUNDARIES (loft)c.� �~
TYPE OF APPLICATION: ( spray, injection, tilled...) (A a S 6-w �- � ' -e--CA
B U ERGROUND'PTFE--INSVAL-LAT-IbN—.-- joints, elbows, valves..)

MON=A ELL LOCATION:
1
2
3
4
5
_-M6N3TORING WELL DISTANCE TO COMPLIANCE BOUNDARY OR PROPERTY LINE: (50ft. min.)
GROUNDWATER DEPTH: 14- L. 6
WATER SUPPLIES:
WASTE APPLICATION SITE 'SLOPE:
WASTE APPLICATIO�N/ SITE VEGETAT N: (Woodland, grass, field...)
THREATS TO GROUNDWATER
ADJACENT LAND USE: (residences or pubic buildings (200 - 400ft.))
PRXVIOUS LAND USE: (gas station, landfill..)
PROXIMITY OF WELLS (100ft): /j U v
SITE EVALUATION
LAND CONDITION: (dry, normal, wet, saturated..)
Q i
DEPRESSIONS OR WET SPOTS?T�t
COLOR OF SOIL IN NEARBY DITCHES OR. BANKS:
SOIL, DEPTH:.
VEGETATION: (gree er areas, _tall weeds/fed more _nutrients from waste,, types -
cattails,..) - G�C/�� /7o�i�
JUDGEMENTS OF EFFECTS ON GROUNDWATER
IS SYSTEM LARGE ENOUGH FOR CAPACITY,?/ , 4fl S
ARE MONITORING WELLS NEEDED? WHY?AL o
ARE THEY DOING WHAT THEIR APPLICATION SAYS .THEY'LL DO? OR THAT THEIR PERMIT
REQUIRES OF THEM? V,05 1 rA
NOTE --*Bring maps, call for complete information, and review application.

NOTES

-H a rv`-e.- (�o .
L cu-n-l-t v-'S LP t c , ' b 6t rVXk_
�"-w-r Ler LU W ZP.c v�

DIVISION OF ENVIlRONMENTALxVANAGEMERr
MAY 231994 c,
VEXXIANDW
MANAGEMENT
OFFICE
DATE: go 149V
FROM: Jack Floyd��
SCMJECr: ' Application_ for ✓ Ra04AL/ANWMMU of Permit No. /® l
NEW PEST
Facility Name: 14 Al
Cotmty :
Type of Project:
Central Office Contact:
Applicable Permit Numbers:' WQ GK 99
DE H AC
EBA
The Groundwater Section has'received a copy of the above referenced
permit application. A copv'of the application package is attached.
The meter Section has received a copy of the above referenced
permit application, -which has been sent to the regional office water
quality supervisor. If a copy has not. been sent to the regional
office please let me know.
The Groundwater Section has received the. subject Division of
Environmental -Health project for review. A copy of the- application
has been foiwarvded to- ► Regional Soil
Specialist. Please coordinate your review with the regional soil
specialist. -
Please review the application materials for completeness and submit
any request -for additional information to the central- office contact on
or before r.c i,� A Dopy of the formal request for
additional- information will be forwarded to you.
If you do not require any additional information to complete.your review,
please provide your final connents by 1.7
If you have any questions, please let me know as soon as possible.

TABLE OF CONTENTS
CITY OF DUNN, NC
APRIL 1994 ENV. MANAGEtAEi'4T
SECTION
PAGE
Project Introduction/Outline
1
A. GENERAL
North Carolina Form LARS 11/93
5
Spill Control Plan
27
Longitude & Latitude
29
Process Description/Pathogen Reduction/Vector Attract.
30
B. CURRENT PERMIT
31
C. ANALYSIS
TCLP
42
Totals
45
D. SITES
49-177
E. AGRONOMY
Agronomist Report
78
F. SOILS
! t
v Soil Scientist Report
81
"�"
Z= f s

�i
APPL/CA T/ON FOR A MODIFICATION
TO NON DISCHARGE PERMIT
W00006101 FOR THE CITY OF DUNN, NC
LAND APPLICATION OF BIOSOLIDS ON
IJ FARMLAND A T AGRONOMIC RA TES
I. INTRODUCTION
UThe City of Dunn is requesting an amendment to their existing
permit to include an additional 69 acres of hayland. This acreage
will help in the flexibility of the program by allowing biosolid
applications during periods of the year when there are crops in the
1 other fields currently under permit.
The City currently operates their plant at a designed flow of 3.0
^, mgd. It is operated as an extended air with dissolved air flotation.
- Approximately 1.5 - 2.0 mg of liquid sludge are produced annually.
Sludge stabilization is achieved by aerobic digestion. Retention
times and volatile solids reduction are sufficient to produce a Class
B sludge with respect to pathogens and vector attraction reduction
f requirements per 40 CFR 503.32 , & .33 respectively.
II. OUTLINE OF APPLICATION INFORMATION
A. GENERAL
�I
This section contains general project information including the State
of North Carolina Form: LARS 1 1 /93. The Spill Control Plan, the
longitude and latitudes and PSRP descriptions provided by the City.
B. CURRENT PERMIT
C. ANALYSIS
i
This section contains the EPA Toxicity Characteristic Leaching
Procedure analysis (TCLP) and a total biosolids analysis.

D. SITES
This section contains information on the fields identified for biosolid
applications: topographic maps, aerial photos, a soil map, and a
vicinity map. Also included is information on the soil types, soils
analysis, and hand auger boring investigations. Detailed information
on.the soils is located in the SOIL section. The completed NC-DEM
Agreement for Land Application of Waste Sludge to Private Lands
can also be found in this section.
E. AGRONOMY
This section contains the Agronomist Report including loading rate
recommendations for nutrients and dry tonnages/ac for particular
crops produced at each site.
F. SOILS
This section contains the Soil Scientist Report including loading rate
recommendations for nutrients and dry tonnages/ac for particular
soils found .at each site. A detailed description of each soil type
existing on each site is found in this section including profile
descriptions. The information on the soils was taken from the
Sampson and Cumberland County Soil Surveys and verified through
field hand auger borings symbolized by an x on the site maps.
III. OPERATIONS
A. FIELD
An EWR project manager will contact the farmer to schedule
applications. Prior to spreading operations, the project manager will
flag the site according to the buffer zones listed in the permit.
While flagging the site, a suitable off loading area will be, selected
by an EWR project manager (i.e. away from sensitive areas like
ponds, drainage areas, homes, excessive slope) where the biosolid
will be transferred from an over the road tractor -tanker unit to a
specialized diesel engine powered, rubber tired, industrial liquid
manure spreader/truck. The spreader is equipped with a hydraulic
vacuum/pressure pump which sucks the liquid biosolid from the

i
tanker (6500 gallon) into the spreader vehicle equipped with a 3000
gallon tank. Once -the spreader tank is full, an alarm sounds to alert
the operator to turn the pump off and close the valve. The truck
driver will then unhook the 6 inch quick connect hose from the
spreader vehicle taking care not to spill any liquid left inside the
hose. A special stand has been fabricated which allows the driver
to rest the end of the hose 3 feet off the ground. This serves two
purposes; 1) it keeps the excess biosolids from running onto the
ground while the driver waits for the spreader vehicle to return for
another load, (since the tractor -tanker unit holds 6500 gallons, the
spreader has to return for another load from the same truck) and, 2)
it reduces the risk of a serious back strain since the hose is heavy
and awkward. Once the second load has been removed form the
tanker, the driver removes the hose from the tanker and returns to
the plant for another load. Depending on availability, a specialized
tractor -tanker unit which can transport and spread the liquid sludge
may be utilized.
SURFACE APPLICATIONS
Surface applications occur on hay/pasture fields or on crop fields
which employ no till management systems. The spreader surface
applies an even application of a liquid biosolid between 5,000 -
18,000 gallons/ac depending on the amount of dry tons allowed by
- the permit and the percent solids of the biosolid. Calibration of the
spreader has been predetermined through a procedure that involves
adjustment of both the speed of the vehicle and size of the rear pipe
outlet. Once the spreader is fullthe tank is pressurized by the
hydraulic vacuum/pressure pump. The operator conducts the
spreading operation by opening the rear valve releasing the liquid
under pressure onto a splash plate which sprays a 10 foot wide
path. Care is taken to avoid overlapping. Generally the operator
begins at the back of a field working to the front to avoid painting
oneself into a corner. This continues until the field is completed.
SUBSURFACE APPLICATIONS
Subsurface applications usually occur on crop fields prior to planting
a crop. This operation involves knifing the liquid into the soil
through 5 shanks 30 inches apart supported by a metal tool bar
l� �

mounted on the back of the spreader. 3 inch flexible hoses are
connected to the shanks with quick connects which carry the liquid
from the pressurized tank. The tool bar is hydraulically lowered to
the desired elevation and is supported on each side by air filled
rubber tires. As the tool bar is lowered, the shanks pierce the soil
to the selected depth (6 - 18 inches) and the liquid is injected. Five
small rows (5 inches wide and 30 inches apart) are left filled with
the liquid. As the spreader continues, the soil falls back to cover
the trenches leaving little to no evidence of the biosolid on the
surface. The rate of application (gals/ac) can be higher than surface
applications because there is more soil and surface area to
absorb/dilute the biosolid. Injection rates can go as high as .36,000
gal/ac depending on percent solids, soil conditions and/or allowable
dry tons/ac. Hay and. pasture fields with permanent grass cover are
not typically injected unless a special tool bar is used and the soil
conditions are ideal.
SURFACE WITH INCORPORATION
This type of operation occurs on crop fields prior to planting a crop
or sewing grass. The operation is the same as surface application
as described above but with one exception. After the biosolid is
applied, a disc pulled by a farm tractor turns the soil over, covering
the biosolid and mixing it with the soil to a depth of between 2 - 8
inches.
B. ACCESS CONTROL
Since the biosolid will be applied to private lands, no trespassing is
allowed on any of the sites.
IV. REPORTING
A. report showing the date, dry tonnage, gallons, field -numbers,
acres and pounds per acre applied of nutrients and metals will be
generated for each application event. Copies of these reports will
be submitted to the City and the farm operators. An annual report
will be generated as required in the permit.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of 'Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY RE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF RESIDUAL SOLIDS =
- I. GENERAL INFORMATION:
1.
Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
C A;�4 n L7 l r1►� 1J C
2.
Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compTlanc�)_:
3.
Mailing address: 1-� , r 1 rn e v�
-
City: 1y n r" State: tJ C Zip:
s
Telephone Number. 1 Ct ) SS q 2 - 2 q 4 1:�
4.
Application Date: �o i t f i a q Lk
�5.
Fee Submitted: $ [The permit processing fee should be as specified in 15A NCAC 211.0205(c)(5).]
6.
Specify whether these residuals will be land applied to: __X_ agricultural lands, forest, public contact sites,
reclamation sites; (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the Distribution of Residual Solids should be completed rather than this application.)
7.
If the alternative for residual disposal consists of "surface -disposal" as defined under 40 CFR Part 503, the Division will
-�
review these as a separate request. Please identify if there is any storage of residuals in a surface impoundment or disposal
-
thru landfilling. Explain: N 1A
-, 8. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify the number of acres on
i
which residual solids are to be land applied under the authority of this permit:
proposed in this application: q • 0 acres; total (current and proposed): : { 7� . Q acres
1 II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM): W Q 0 &�4 lQS o
2. specify whether project is: new; renewal*; modification
For renewals, complete all sections included in the application, in addition, please submit updated cumulative loadings
r
for the heavy metals and updated owner's agreement for rach site.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
` number lk% M lZod C�T()%1� and its issue date -70 f l On
III. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
1. Name of facility where residuals are generated or prepared: a k tZ.ve lt.l WT P
- 2. Facility permit number. 1401�d L ; 1 -1 Co ;facility permit holder. h o o ry
3. Specify whether facility in III.1 is owned by: federal; private; state; _X local government; Specify
facility design flow: 3 • o mgd; facility average daily flow: Z• mgd;
FORM: LARS 11/93 Page 1 of 22
C

type of residual storage C otn Cfe✓4e_ a, - k ; volume of residual storage Soo, p o q c.,� estimajrd
volume of residuals: 2 b o (dry, tons/yr.);- length of residuals storage at facility: 90 d; ;
(the Division requires a minimum 30 days storage in units that are separate from treatment system, i.e. not in clarific
aeration basins, etc.); maximum storage time of residuals between application events: 90 days.
4. Are there any other storage facilities, other than the above, currently on site: Yes, %` No.
If Yes, please identify: `
5. Facility contact (person familiar with residuals preparation): t nUh4 l� i t r• h t? *2
6. Facility contact's telephone number: ( q l C) - gq 3 -
7. Location of treatment facility: ICI C State; 14 CYN QJ ". County
8. Mailing address: I o 1 Eas N C I e u F l av\ (A S�re e T -
1)Uhr { �jC 2933el
9. Latitude: .35 G 1 7' `Y 5 'N Longitude: rl S° 32 Is
10. Specify the source of the residuals: X treatment of domestic wastewater, treatment of industrial wastewater,
other (explain):
Attach an explanation of either the treatment process, acturing.process, or how the waste is,'enerated. Provide l I
and complete details of the entire process.Xf� K Y° �. �-, v- r� j f� a v v it c�r' 7 es v N .
11. Does the facility which generates the residuals have an approved pretreatment program? �_ Yes; No.
This includes facilities which are classified as a "Class 1" facility (any publicly owned treatment works required; under I
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as "Class
I" by the appropriate federal or State authority)
12. Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified belr,w
pertain only to those residuals that are generated from a municipal wastewater treatment facility with industrial contribution
or active pretreatment program and from any other treatment facility with wastewater sources that include industrial soure -
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? Yes; �o No. If Yes,
list the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.21-261.24? Yes; _A) A
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
Note: If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure Analyses) are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is
definition a Hazardous waste. Chemical analyses must be made to Minimum Detection Levels.
Arsenic
Benzene
Carbon tetrachloride
Chlorobenzene
Chromium
m-Cresol
Cresol
1,4-Dichlorobenzene
1,1-Dichloroethylene
Fndrin
Hexachlorobenzene
Hexachloroethane
PPM
PPM -
5.0
Barium
100.0
0.5
Cadmium
1.0
0.5
Chlordane
0.03
100.0
Chloroform
6.0 -
5.0
o-Cresol
200.0
200.0
p-Cresol
200•0
200.0
2,4-D
10.0
7.5
1,2-Dichloroethane ,
0.5
0.7
2,4-Dinitrotoluene
0.13
0.02
Heptachlor (and its hydroxide)
0.008
0.13
Hexachloro-1,3-butadiene
0.5
3.0
Lead
5.0
FORM: LARS 11/93 Page 2 of 22

-' Lindane 0.4
Merany
0.2
Methoxychlor 10.0
Methyl ethyl ketone
260.0
Nitrobenzene 2.0
Pentachlorophenol
100.0
Pyridine 5.0
Selenium
1.0
Silver 5.0
Tetrachloroethylene
0.7
Toxaphene 0.5
Trichloroethylene
0.5
2,4,5-Trichlorophenol 400.0
2,4,6-Trichlorophenol
2.0
2,4,5-TP (Silvex) 1.0
Vinyl chloride .
0.2
pH (2:1 volJwt.): >2.0 s.u. - <12.5. s.u.
NOTE: IF ANY OF THE RESIDUALS MEET
THE DEFINITIONS OF A
HAZARDOUS WASTE,
AS NOTED IN EITHER "A" OR "B"
ABOVE, A PERMIT CANNOT BE ISSUED FOR
THAT RESIDUAL AND IT SHOULD NOT BE INCLUDED
AS PART OF THIS
APPLICATION.
13. For each residual, please attach a complete chemical analysis
of the material. This analysis must be comprehensive enough
to completely characterize the residual and must be based upon a review of the process that generates the material. If the
facility that will generate the residual is not yet in operation, the characterization must be based on similar existing
facilities and projection based on the type of facility. The
analysis must include a minimum of the following parameters
and any other known and suspected contaminants that are tributary to the system.
j Arsenic Molybdenum
Calcium
Phosphorus
Cadmium Nickel
Magnesium
Potassium
- Chromium Selenium
Nitrate -Nitrite Nitrogen
Sodium
Copper Zinc
% Total Solids
TKN
Lead Aluminum
pH
Mercury Ammonia -Nitrogen
Plant Available Nitrogen
.
(by calculation)
Li
14. Wastewater residuals shall not be applied to the land if the concentration of any, pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mg/kg)
Dry Weight Basis
Arsenic
75
y, y
Cadmium
85
Y , s
Chromium
3000
b. u
Copper
4300
102)0.0
Lead
840
0.0
Mercury
57
9
Molybdenum
.75
< .
Nickel
420
Selenium
100
3 6 S
Zinc .
7500v.
o
15. Specify whether these residuals are either,
Class A, in accordance with the pathogen requirements in 40 CFR 503.32(a). If Class A, please continue to number
16, skip number 17 and then continue on to number 18.
Class B, in accordance with the pathogen requirements in 40 CFR 50332(b). If Class B, please skip number 16 and
then continue on to number 17.
FORM: LARS 11/93
Page 3 of 22

16, In order for the residuals to be Class A, with respect to pathogens, ciLba Part a or Part b aad one of the options in Par,
must be completed (submit all lab analysis, test results and calculations):
a. A Fecal coli form density less than 1000 Most Probable Number per gram of total dry, solids, or
b. A Salmonella sp. density less than 3 Most Probable Number per 4 grams of total dry solids. -
c. In addition to Part a or Part b being met, one of the following alternatives must also be completed. Please
specify 1, 2, 3, 4, 5a, 5b, 5c, 5d, 5e, 5f, 5g or 6 below being met:
1. time/temperature - an increased residuals temperature should be maintained for a prescribed period of time, ,
accordance with the following guidelines. The results (D) shall be the amount of time, in days, that the residuals
shall remain at the given temperature: —
Time and Ternwrature Guidelines
Total Solids
Temperature (t)
Minimum Time
Equation
Notes
> or = 7%
> or = 500 C
> or = 20 minutes
D = 131,700,000
No heating of small
100.14 t
particles by warmed
gases or immiscible I
liquid.
> or = 7%
> or = 50o C '
> or = 15 seconds
D = 131,700,000
Small particles heated bS
100.14 t
warmed gases or
immiscible liquid.
< 7`Jb
> or = 500 C
> or = 15 seconds
D = 131,700,000
to
100.14 t
< 30 minutes
-
< 7%
> or = 500 C
>or = 30 minutes
D = 50:070.000
100.14 t
2. alkaline treatment - the pH of the residuals is raised to greater than 12 for at least 72 hours. During this time, the
temperature of the residuals should be greater than 520 C for at least 12 hours. In addition, after the 72 he
period, the residuals are to be air dried to at least 50% total solids.
3. prior testing for Enteric Virus/Viable Helminth Ova - the residuals are analyzed for the presence of enteric viru€mac
(Plaque -forming units) [pfu] and viable helminth ova. If the residuals are analyzed before the pathogen reducti
process and found to have densities of enteric virus <1 pfu/4 grams of total solids and viable helminth ova <1/ .o
total solids, the residuals are Class A with respect to enteric virus and viable helminth ova until the next
monitoring episode. If the residuals are analyzed before the pathogen reduction process and found to have densit—
of enteric virus > or = 1 pfu/4 g total solids or viable helminth ova > or = 1/4 g total solids, and tested again of
processing and found to meet the enteric virus and viable helminth ova levels listed -under "4" below, then tuc
processed residuals will be Class A with respect to enteric viruses and viable helminth ova when the operating
parameters for the pathogen reduction process are monitored and shown to be consistent with the values or rang
of values documented.
4. no prior testing for Enteric VirusNiable Helminth Ova -if the residuals are not analyzed before pathogen reducti—
processing for enteric viruses and viable helminth ova, the density of enteric viruses must be less than 1 pfu/4 g
total dry solids and the density of viable helminth ova must be less than 1/4 g of total dry solids, or the residues.
must be treated by a "Process to Further Reduce Pathogens" or a "Process to Further Reduce Pathogens" equivalent_
r--
process.
5. The "Processes to Further Reduce Pathogens" (PFRP) are described as follows:
a. Composting - using either the within -vessel or static aerated pile composting methods, the temperature of t
residuals are raised to 550 C or higher for three days. Using the windrow composting method, the residuals sr..
raised to 550 C or higher for fifteen days. During the high temperature period, there will be a minimum of five
turnings of the windrow.
b. Heat Drying - residuals are dried by direct or indirect contact with hot gases to reduce the moisture content
the residuals to 10% or lower. Either the temperature of the gas in contact with the residuals exceeds 800 C or
the wet bulb temperature of the gas in contact with the residuals, when the residuals leave the dryer, exceeds
800 C.
FORM:' TARS 11/93 Page 4 of 22
r�
y

c. Heat Treatment - liquid residuals are heated to a temperature of 1800 C or higher for thirty minutes.
d. Thermophilic Aerobic Digestion - liquid residuals are agitated with air or oxygen to maintain aerobic condition:
at residence times of ten days at temperatures of 551 C to 60, C.
e. Beta Ray Irradiation - residuals are irradiated with beta rays from an accelerator at dosages of at least M
megarad at room temperature (ca. 200 Q.
f. Gamma Ray Irradiation - residuals are irradiated with gamma rays from certain isotopes such as 60Co anc
137Cc. at dosages of at least 1.0 megarad at room temperature (ca. 20' C).
g. Pasteurization - the temperature of the residuals is maintained at 700 C or higher for at least thirty minutes.
6. The residuals shall be treated by a process that is equivalent to a "Process to Further Reduce Pathogens" (PFRP),
as determined by the permitting authority, based on an evaluation of the recommendations provided by the
Pathogen Equivalency Committee.
17. In order for the residuals to be Class B, with respect to pathogens, one of the following criteria must be achieved.
` Please specify a, b1, b2, b3, b4, b5 or c from below (submit all lab analysis, test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal coliforms during east
monitoring period. The geometric mean of the densities of these samples will be calculated and should be less thar
2,000,000 most probable number per gram of total dry solids, or less than 2,000,000 Colony Forming Units per gram
of total dry solids.
(b. the residuals must be treated by one of the following "Process to Significantly Reduce Pathogens" (PSRP).
�1 Aerobic Digestion - residuals are agitated with air or oxygen to maintain aerobic conditions for a mean cell
residence time and temperature between 40 days at 200 C and 60 days at 150 C.
2. Air Drying - residuals are dried on sand beds or on paved or basins for a minimum of three months. During two of
the three months, the ambient average daily temperature is above 00 C.
3. Anaerobic Digestion - residuals are treated in the absence of air for a mean cell residence time and temperature
I between 15 days at 350 C to 550 C and 60 days at 200 C.
4. Composting - using either the within -vessel, static aerated pile, or windrow composting methods, the temperature
of the residuals are raised to 400 C or higher for five days. For four hours during the five days, the temperature ir:
the compost pile exceeds 550 C.
5. Lime Stabilization - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two hour;
1 of contact.
c. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce Pathogens" (PSRP),
as determined by the permitting authority, based on an evaluation of the recommendations provided by the Pathogen
Equivalency Committee.
18. When residuals are being land applied, one of the following vector attraction reduction requirements (a, b, c, d, e, f, g, h,
-1 or j) described below must be met.
�• Specify the letter of the vector attraction reduction requirement that has been met (submit lab results, test result
- and calculations). Any variation of the below must be described in full detail and attached.
Aerobic or Anaerobic Digestion - The mass of volatile solids are reduced by at least 38%. Volatile solids reduction is
measured between the residuals, prior to stabilization, and the residuals ready for use or disposal. This criterion should
- be readily met by properly designed and operated anaerobic digestors, but not as readily met by aerobic digestors.
Treatment facilities with aerobic digestors may need to meet the vector attraction reduction requirement through 18c or
18d.
b. Anaerobic Digestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated by further digesting a portion of the previously digested residuals in a bench scale unit for an additional
40 days at 300 C to 370 C. If, at the end of the 40 days, the volatile solids are reduced by less than 17%, vector
attraction reduction is achieved.
c. Aerobic Digestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be demonstrated
by further digesting a portion of the previously digested residuals that have a solids content of 2% or less in a bench
scale unit for an additional 30 days at 200 C. If, at the end of the 30 days, the volatile solids are reduced by less than
15%, vector attraction reduction is achieved.
FORM: LARS 11/93 Page 5 of 22
9

d. Aerobic Digestion - The spec oxygen uptake rate (SOUR) shall be equal to or less than 1.5 milligrams of oxygen
per hour per gram of total dry solids at 200 C.
e. Aerobic Processes - The temperature of the residuals for at least 14 days shall be greater than 400 C. During this tin^
the average temperature shall be greater than 450 C.
f. Alkaline S abi i ation - lire pH of the residuals is raised to 12 or higher by alkali addition and, without the addition of
more alkali, remains at 12 or higher for 2 hours and then at 11.5 or higher for an additional 22 hours.
g. E2Udn z (s abi i solids) - The total solids of residuals that do not contain unstabilized solids, and which are general
in a primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other materials is
allowed to achieve the total solids percentage.
h. Drying (unstabilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated ii^
primary wastewater treatment process, shall be equal to or greater than 90%. Blending with other materials -is not
allowed to achieve the total solids percentage.
i. Injection - Liquid residuals are injected below the land surface, with no significant amount of residuals present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours after being discharged from the pathogen treatment process.
j. IncorpQration - Residuals that are surface land applied shall be incorporated into the soil within 6 hours of application,
unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be incorporated within 8 hor-
after discharge from the pathogen treatment process.
IV. RESIDUALS TRANSPORT AND APPLICATION: / —
1. How will the residuals be delivgo to the application sites (leak proof trucks, etc.)? i ra a 'to,r - -}-G N P ✓
Llt1., S W1�� Sea � s r nc _
2. What type of equipment will be utilized for land application? d L H �e. a .Q 1 %
S c raQ c& r-S-
3. How will the application of theresidual be'controlled to ensure that there
is proper distribution over the site?
l c rbF 4iSek//4Y7e_ (5) /o-/BA-9+ /a-elevim...f
4. Will the land application operation utilize a contractor who specializes in Residuals Management or will the permit
management the program? __S_ Contractor. Permittee. If a contractor is utilized, provide the name of the firm-. _ �
contact, address, and telephone number. f-: W A , i H ` )� +• r $ vx Z -,A - zoo A_J ✓a K"
Z74>nto . 17/0-`i96-6/g�(, 'bv;�'d �43LA& a
V . SITE EVALUATION AND RECOMMENDED LOADING RATES:
(This section shall be completed for all Class B residuals and Class A residuals applied to a dedicat`�
site. All others may continue to Section VI)
1. The following sites are to be used for land application under this permit application [please attach map(s),see La.]:
Application Area [acres] Maximum slope
Site No Owner/Lessee (excluding buffers) (in percent)
We' 4& %I rue- & V�A'Dt 23 • a 3/ �/o
AnVI i / Q1061 vP, ys. 1 l 0(0
Note: If more than five (5) sites are- to be covered by this application, please attach a form listing all of the sites along
with the information listed below.
FORM: LARS 11/93
Page 6 of 22
I

a. A vicinity map must be attached. This map must show the location of each site in relation to at least twc
geographical references and major intersection (numbered,roads, named streams/rivers, etc.).
b. For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres
This map must be drawn to scale with topographical contour intervals not exceeding ten feet or 25% of total site relies
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage way,
and all dwellings within 500 feet of the land application areas; and all buffers.
Note: At least the following buffers must be maintained. If residuals are sprayed on the sites, larger buffers may bf
1. 400 feet from any habitable residence for surface residual application,
200 feet from any habitable residence for subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B
waters classed as SA or SB and any Class I or Class II impounded reservoir used as a source of drinking water.t
3. 100 feet between any surface residual application area and any stream, lake, river, or natural drainage way,
50 feet between any subsurface residual injection area and any stream, lake, river, or natural drainage way.t
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if th(
original permit was issued with the buffer distance to property line as 100 feet, updated maps must be submi=
and new acreage delineated for the -buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water diversions (upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water diversions (downslope).
7. 25 feet between the disposal area and any groundwater lowering and surface drainage ditches.
t SPECIFY THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE
THE ATTACHED INFORMATION SHEET (PAGE 10 OF 22) TO OBTAIN THIS INFORMATION.
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each_ land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soi:
scientist) which addresses soil color; the depth, thickness and type of restrictive horizons; the presence or absence of
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and catior
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration
using predictive calculations or modeling methods acceptable to the Director of the Division of Environments
Management, that the use of this site will not result in the contravention of classified groundwater standards. as contained it
NCAC 2L .0200. In no case shall the separation be less than one foot. This report must be signed by the so!
scientist and submitted with application.
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning coves
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and an)
other contaminant know to be in the residual. A part of the agronomists recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when.they should be grown and how they should be
harvested and marketed. This report must be signed by the agronomist and submitted with application.
4. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along Witt
any other significant parameter that has been shown to be contained in the residual:
Standard Soil Fertility Test (which includes)
And the following Metals:
pH Phosphorus
Acidity Calcium
Magnesium Zinc
% Humic Matter Sodium
Base Saturation (by calculation)
Arsenic Lead
Cadmium Mercury
Chromium Molybdenum
Potassium
Manganese
Copper
Cation Exchange Capacity
Nickel
Selenium
FORM: LARS 11/93
Page 7 of 22

5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in —,
attachment titled "Calculations Work Sheet". (beginning on Page 12 of 22). If more than one residual is I,to be covered by
this permit, additional worksheets must be attached. PI P—q S c See 4it. L o�A 5
5preJS1eeIPQ4
VI. GENERAL INFORMATION:
2-J
1. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, includ
cover letters must be submitted or the application package will be returned as incomplete.
2. Please explain how access to the land appliciI11ation sites, by both people and animals, will be controlled following Rh, -
application of residuals: �+e '%..rN-. la dC i s v- %/Q 4e p rP AaA' 4 ! Ko Inns jo c+ xSEE` P4 s o'voN i
a. Animals shall not be grazed on the land application sites within 30 days after the application of residuals.
b. Appropriate measures must betaken to control public access to the land application sites during the active site use ---I
for 12 months following the last application event. Such controls may include the posting of signs indicating'
activities being conducted at the site. —
3. Please explain the procedures that will be used to establish and maintain the buffers during the application process (i.e. va
the sites be flagged):
4. Please attach an executed "Agreement For the Land Application of Residuals to Private Lands" for each land application r—
that is not owned by the applicant. A copy of the DEM approved form is attached. If the applicant wishes to us' t
different form or a modified form, prior approval must be received from DEM.
5. Each application site must be assigned a site identification number.
6. Attachments may be utilized to provide the information that is requested in this application form; however, if attachments
are utilized, their location should be so indicated on the application form. All attachments must be numbered to correspond
to the individual parts of the application that require the attachment. If the attachments are part of a larger documeni t
table must be provided that lists the locations of the required information.
Applicant's Certification:
attest that this application for a14- a--4
+v D 2�.�,,,,�,� L✓Qy-o o t, t o
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if
all required p this appligation a not completed and that if all required supporting information and --
attachments noE in/elude s .ap ligation package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION
AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535 -
TELEPHONE NUMBER: [phone]
FORM: LARS 11/93 Page 8 of 22
t�

Instructions:
Processin of this application will not be initiated until five (5) copies of all of the following
9. PP 9
items have been submitted in addition to five(5) copies.of.the completed application form. If
any of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES or NO
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
features, and any surface waters?
YES or NO
3. Is a vicinity map enclosed which clearly indicates the p ro'�ectslocation with respect to
' State roads and named Surface waters?
YES t/ or NO
'4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure,
b) depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES '� or NO
5. Is a signed agronomist's report included which identifies the crop and loading
Irecommendations for N-P-K?
YES ✓ or NO
6. Is the Crop Management Plan included in the application package?
YES t/, or NO
1 ' 7. Has the Land Owner's agreement been completed and signed?
YES V or NO
8. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
` New Applications, Modifications or Late Renewals $400.00
1
Timely Renewals without Modifications $250.00
YES `� or NO
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must
1 ' be inclued as a part of the application package.
FORM: LARS 11/93 Page 9 of 22
u
13

TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will -
occur, as identified on the attached map segment:
Name of surface waters: �A. fir(A— �s SW ANCNi�-
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: ( 1�
Signature of regional office personnel: ��`��% Date:
INSTRUCTIONS TO ENGINEER
In order to determine the classification of the watershed in which these land application
activities will be located you ,are required to submit this form, with items 1 through 10 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see attached
listing). At a minimum, you must include an 8.5" by 11 " copy of the portion of a 7.5 minute USGS
Topographic Map which shows the subject surface waters. You must identify the location of the
facility and the closest downslope surface waters (waters for which you are requesting the
classification) on the submitted map copy. The application may not be submitted until this form is _
completed and included with the submittal.
1. Applicant(corporation,individual, or other) • --- �' D u 0 LA
2. Name and Complete Address of Engineering Firm -
City: State: Zip:
3. Project Name
4. Volume of residuals to be land applied (gallons or cubic yards)! •S Z °m i��i o h a [ \ O h 5
5. Name of closest surface waters- 5+at l i n 5
6. County(s) where land application site is located- SOIm O50r
7. Map name and date- m N Go , Al C I q rl LI
it
S. North Carolina Professional Engineer's Registration Number'
9. Print Name of Engineer•
10. Seal and Signature (specify date):
Farmer: Donv-\y ISare(; oO "
Site #: SA b
Field #:.j

ra
/ ,) _ �•
'.Cem
yam ;..` 1 • - ; e< 1 i W,
f
Cem• •-/—�' ' 5�.1'�'•-/- • \/ I� �- d .� � ///�
l
`
--star s�' �, '�-4 - - :._ .. —( �. . ///,� • - -- : �:
�umpginr i �V A:
tation
Ch
} /
Cem:(\Donny ) Q '^� '•
` 9 Y
Cem:; � t,i� � � .� ' Cen
/74
t y � \ :Cem " Cem /90
83
/ Naylor Nayo
Pond 'Cem
175
" h � 1603 j r8� ,
` I o !1 • ii Pleasant Grove
ut H I ChIt
( II
■ ' r u — • 88 1606 '
183
' ( — 1002 II
It .
,t Mingo
em �l/63 q'
`\�o�e T 11 Ut• I -
- 15
_'. •1 �,.` / � I .t',5. ��. _a �^..i=• ; - 'yam .
-•.;-s-'s.y` - (C- �`- •1 /' .raF'v:;tsi .�' � '�'•tSiC'�•:.< �i � O .. :;'t

TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application activities will
occur, as identified on the attached map segment:
Name of surface waters: 'C.c� �— lid v i iw -
Classification (as established by the Environmental Management Commission): w�
Proposed Classification, if applicable
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine the classification of the watershed in which these land application
activities will be located you are required to submit this form, with items 1 through 10 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see attached
listing). At a minimum, you must include an 8.5" by 11 " copy of the portion of a 7.5 minute USGS
Topographic Map which shows the subject surface waters. You must identify the location of the
facility and the closest downslope surface waters (waters for which you are requesting the
classification) on the submitted map copy. The application may not be submitted until this form is
completed and included with the submittal.
1. Applicant (corporation,individual, or other)- C' ty� �EAM t
2. Name and Complete Address of Engineering Firm:
City: State: Zip:
3. Project Name- - — —15t^ "IN
4. Volume of residuals to be land applied (gallons or cubic yards) J L2,0m) o in a►a 116 ki s
5. Name of closest surface waters- U Cane Feck V— �)e� II
6. County(s) where land application site is located Um b e f ca r l 0 n t � r t11
7. Map name and date* C 19g
8. North Carolina Professional Engineer's Registration Number:
9. Print Name of Engineer.
10. Seal and Signature (specify date):
Farmer: Ernes4 Go ney
Site #: cul
Field #: I
I o o� 22-

�
�
:
DIY•
`.
115
702
Colhers
Chapel

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfm Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: LARS 11/93
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perq»imans
Dace Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Mecklenburg
Cabamrs Rowan
Catawba Stanly
Gaston Union
Iredell Cleveland
Lincoln
Page 11 of 22
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Wamm
Lee _Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin

L�
CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
residuals or different residuals from the same source, use additional work sheets.
A. LIST THE SPECIFIC RESIDUAL THAT IS COVERED BY THESE CALCULATIONS
(PLACE OR PROCESS OF ORIGIN) AND ITS PERMIT NUMBER:
o00(0/0 i
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Wet Tons of Residual x % total solids/100
=.Z o .3Y o2,Y-7
Ze.� 1ss ff-o-,
= 2010 Dry Tons
If the quantity of residual will vary significantly or if there will be a larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B . COMPLETE THE FOLLOWING CALCULATIONS TO ESTABLISH THE PORTION OF
THE RESIDUAL THAT IS MADE UP OF THE VARIOUS PARAMETERS:
% Total Solids = z ' Y
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
m /L
+ % Solids (Decimal)
= m(dry wt.)
x 0.002
= IbsJdry ton
Arsenic
= q,
x 0.002
= , oo 8
Cadmium
= , S
x 0.002
= ,
Chromium
= So. o
x 0.002
=
Copper
= 1,210,0
x 0.002
_ . C z
Lead
10. o
x 0.002
= . 1 e
Mercury
= 1.11
x 0.002
= , o o z
Mol bdenum
= 3 t/, o
x 0.002
= c�
Nickel
= z S, v
x 0.002
=. o s
Selenium
= . (, '
x 0.002
= • o o z
Zinc
= o
x 0.002
= .-78
Ammonia-N
= o
x 0.002
= g 1. o
Calcium
=
x 0.002
Magnesium
= ,90
x 0.002
= . 7—
NO3-NO2-N
= 1 100
x 0.002
Phosphorus
= Zoo
x 0.002
Potassium
= 3 00
x 0.002
7,6
Sodium
= Y G' o
x 0.002
= . u
TKN
= 81.1000
x 0.002 1
=)&2 • o
FORM: LARS 11/93
Page 12 of 22
19

C. PLANT AVAILABLE NITROGEN- (PAN) CALCULATIONS AND LAND APPLICATIG.:
AREA REQUIREMENTS:
CONSTITUENTS
M fK - DRY WEIGHT
TKN
AMMONIA-N
y v o 0
NO3-NO2-N
1. MINERALIZATION RATE (MR) -30 %
(These values can be established for the specific residual or default values can be used for domestic wastewater treatm—t
residuals. If actual values are established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 40%
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 20%
Composted Residuals 109b
(If the default values are used, attach an explanation as ro why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed:
PAN FOR SURFACE APPLICATION
PAN = (MR) x (TKN - NH3) + .5 x (NH3) + (NO3-NO2-N)
PAN = ,, 3 0 z 1 00 - D DD + ,5 x D Sov + CO O
PAN 3 2 S O PPM DRY WEIGHT
PAN FOR SUBSURFACE APPLICATION
PAN = (MR)z(TKN - NH3) + (NH3) + (NO3-NO2-N)
PAN = x ( ) + v If _ +%
PAN = PPM DRY ' WEIGHT
3. TOTAL PAN TO BE LAND APPLIED PER YEAR
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED PER YEAR: z O (o
TOTAL PAN IN POUNDS = (PAN in mg/kg DRY Wt.) z 2000 POUNDS / TON
PER DRY TON 1,000,000
_ (PAN in PPM DRY WEIGHT) x 0.002
L� l POUNDS / DRY TON
TOTAL PAN IN POUNDS = (PAN in POUNDS/ DRY TON) x TOTAL TONS OF RESIDUAL
(o 2-- x 2- 06
POUNDS
FORM: LARS 11/93 Page 13 of 22

DUE TO THE FACT THAT ORGANIC NITROGEN IS MINERALIZED SLOWLY OVER TIME, THE AMOUNT OF
NITROGEN THAT COMES AVAILABLE IN YEARS FOLLOWING THE INITIAL APPLICATION MUST BE TAKEN
' INTO CONSIDERATION WHEN CALCULATING APPLICATION RATES FOR THE SUBSEQUENT YEARS.
THIS BEING THE CASE, PLEASE ATTACH AN EVALUATION OF THIS FACTOR AND ITS IMPACT ON
LOADING RATES. SHOW THE ADJUSTED PAN FOR AT LEAST FIVE YEARS.
' THE MAXIMUM ADJUSTED ANNUAL PAN IS POUNDS
See; yt ct4-1
4. CROP INFORMATION ON NITROGEN UPTAKE PER YEAR
(Division Recommendations) (Provide for Crops Specified)
CROP(S) PAN (lbsJacre/year) PAN (lbsJacre/year)
Alfalfa 200
Bermuda Grass (Hay, Pasture) 220 Z z
' Blue Grass 120
Corn (Grain) 160
' Corn (Silage) 200
Cotton 70
' Fescue 250
Forest (Hardwood & Softwood) 75
' Milo 100
Small Grain (Wheat, barley, oats) 100
Sorghum, Sudex (Pasture) 180
' Sorghum, Sudex (Silage) 220
Soybeans 200
I�Timothy, Orchard, & Rye Grass 200
II Please provide the basis for the uptake rates used if different than Division Recommendations:
!I
I J�
5. TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF AVAILABLE
I ' NITROGEN CALCULATED ABOVE
TOTAL ACRES NEEDED = MAX TOTAL LBS OF PLANT AVAILABLE NITROGEN
L POUNDS OF NITROGEN NEEDED FOR CROP*
ZZ o
TOTAL ACRES NEEDED = (o a • 9 ACRES
* THIS VALUE MUST BE THE VALUE FOR THE CROP TO BE GROWN THAT HAS THE LOWEST NITROGEN
UPTAKE RATE PER ACRE
- FORM: LARS 11/93
Page 14 of 22

The carryover nitrogen from previous years will be determined (if
necessary*) using 3% of the remaining organic nitrogen each year for subsequent years.
Mineralized' nitrogen,
1st
year..(Org.
N lbs/t) (.20 or
.30)=A
Mineralized
nitrogen,
2nd
year..(Org.
N-A) (.03) =
B
Mineralized
nitrogen,
3rd
year..(Org.
N-A-B) (.03) =
C
Mineralized
nitrogen,
4th
year..(Org.
N-A-B-C) (.03)=
D
Mineralized
nitrogen,
5th
year..(Org.
N-A-B-C-D) (.03)=
E
Nitrogen from previous years =
(B+C+D+E) (average dt/ac of sludge applied)
* The full nitrogen rate is rarely achieved in any given year.

1 '
,.. , IF THERE ARE VARIOUS CROPS THAT WILL ONLY BE UTILIZED FOR CERTAIN SITES, PLEASE ATTACH
THE CALCULATIONS FOR EACH SITE AND DETERMINE THE TOTAL NEEDED ACRES USING THE FORMAT
' OUTLINED ABOVE.
D . CALCULATE SODIUM ADSORPTION RATIO (SAR)
' (**This section must be completed in mg/l, to convert: mg/kg x % solids = mg/t)
SAR = Na Milli Equiv. + [0.5 (Ca Milli Equiv. + Mg Milli Equiv.)] 0.5
CONCENTRATION (mg/1) + Equivalent Wt. = Milli Equivalents of Ion
' SODIUM(Na), / m + 23 �� 3
' CALCIUM (Ca). 96,, S• S (mg/1) + 20 _ cl• 3 3
MAGNESIUM (Mg) /%Z (mg/1) + 12 = g • `l
SAR
' E: ANNUAL MERCURY CALCULATIONS AND APPLICATION AREA REQUIREMENTS
TAKE CALCULATED POUNDS PER DRY TON FOR MERCURY FROM B_ ABOVE
MERCURY = lbs./dry ton
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED EACH YEAR
' TOTAL DRY TONS = dry tons/year
TOTAL MERCURY IN POUNDS LAND APPLIED PER YEAR:
= MERCURY (1bsJton) x TOTAL TONS OF RESIDUAL LAND APPLIED EACH YEAR
x
POUNDS PER YEAR
MAXIMUM MERCURY LOADING RATE PER YEAR AS ALLOWED BY 40 CFR PART 503.13(b)(4) IS 0.85
KILOGRAMS PER HECTARE OR 0.75 POUNDS PER ACRE.
TOTAL ACRES NEEDED TO LAND APPLY" THE POUNDS OF TOTAL MERCURY CALCULATED ABOVE:
L( TOTAL ACRES NEEDED = TOTAL POUNDS OF MERCURY
0.75 POUNDS PER ACRE PER YEAR
LI TOTAL ACRES NEEDED = ACRES
F . DETERMINE THE TOTAL NUMBER OF ACRES NEEDED FOR LAND APPLICATION BY
COMPARING THE ACRES NEEDED FOR PAN AND THAT NEEDED FOR MERCURY. WHAT IS
THE LIMITING FACTOR?: PAN _ Cam. OR MERCURY HOW MANY ACRES ARE
C NEEDED? _ `�HOW MANY ACRES OF LAND APPLICATION ARE
AVAILABLE? Gel + yyy, I IF THE ACRES AVAILABLE DOES NOT MEET OR EXCEED THE
ACRES NEEDED, THE APPLICATION CANNOT BE PROCESSED AND WILL BE RETURNED.
IF CALCULATION SHEETS ARE BEING COMPLETED FOR MORE THAN ONE RESIDUAL
OR SITE, PLEASE ATTACH A SUMMARY SHEET THAT BRING THE RESULTS OF ALL
THE CALCULATION SHEETS TO ONE POINT.
FORM: LARS 11/93
Page 15 of 22

G. DETERMINE THE SITE LIFE FOR THIS LAND APPLICATION SITE:
NOTE: FOR THE PURPOSE OF THIS DETERMINATION, THE LIFETIME HEAVY MET,
LOADINGS SHALL NOT EXCEED THE FOLLOWING:
THE SITE LIFE IS DETERMINED BY CALCULATING THE NUMBER OF YEARS THAT THE SITE CAN RECEIi--
THE RESIDUAL WITHOUT EXCEEDING THE LIFETIME METALS LOADINGS. FOR EACH OF THESE METAi
COMPLETE THE FOLLOWING CALCULATIONS.
1. SITE LIFE BASED ON ARSENIC
POUNDS PER TON OF ARSENIC IN RESIDUAL
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 3. 37
PROJECTED POUNDS OF ARSENIC APPLIED PER ACRE /YEAR = • oof3F3 x 3-3-7
n Z ! lbs./acre/year
SITE LIFE = ARSENIC LIFETIME ALLOWABLE LOADING
POUNDS OF ARSENIC APPLIED PER ACRE PER YEAR
SITE LIFE = 36.0lbs./acre YEARS n�9 e, a )L
( . 021 ) /v
2. SITE LIFE BASED ON CADMIUM Cq rc C 'f (6 se&� O�
POUNDS PER TON OF CADMIUM IN RESIDUAL = (ArN} 4 v -t a e �,� ci ire—
P PprQC✓2.�
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR
PROJECTED POUNDS OF CADMIUM APPLIED PER ACRE NEAR = x
SITE LIFE = CADMIUM LIFETIME ALLOWABLE LOADING
POUNDS OF CADMIUM APPLIED PER ACRE PER YEAR
SITE LIFE = 34.0 lbs./acre = YEARS
3. SITE LIFE BASED ON CHROMIUM
POUNDS PER TON OF CHROMIUM IN RESIDUAL =
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR =
PROJECTED POUNDS OF CHROMIUM APPLIED PER ACRE /YEAR =
SITE LIFE = CHROMIUM LIFETIME ALLOWABLE LOADING
POUNDS OF CHROMIUM APPLIED PER ACRE PER YEAR
SITE LIFE = 2.677.0 lbs./acre = YEARS
lbs./acre/year
x —
_ lbs./acre/year -
FORM: LARS 11/93 Page 16 of 22 l _
7L

PROJECT:
APPLICATION RATE EVALUATION
Dunn, NC
Example of a Typical Application Rate for Bermuda Grass
* 32,800 gal/Ac or approximately 3.38 Dry tons/Ac
lbs. /acre
PARAMETER applied
Plant Available
Nitrogen
220.00
Phosphorus
224.32
Potassium
26.351
Sulfur
76.351
Calcium
78.378
Magnesium
27.703
EPA Cumulative
Sodium
30.405
Limits
Calcium Carbonate
0.000
lbs. /acre
Site Life
Iron
145.270
(per CFR 503)
yrs.
Aluminum
180.405
Manganese
1.655
Copper
8.176
1339
164
Zinc
6.014
2500
416
Cadmium
0.030
34
1,118
Chromium
0.338
2679
7,930
Nickel
0.169
375
2,220
Lead
0.608
267
439
Arsenic
0.030
36
1,200
Mercury
0.0080
15
1,866
Selenium
0.0247
89
3,609
Molybdenum
0.230
16
70
Chlorides
17.027
Application rates are based on the most recent sludge analysis. Values in subsequent
analyses may vary.
SLUDGE VALUE $$ Plant Available Nitrogen (PAN) at $.IS per lb. $33.00
per acre Phosphate at $.1 S per lb. (assume 40 lbs available) $6.00
Potash at $.10 per lb. $2.64
Spreading Cost per ac. $4.00
Lime at 1 ton per ac. (Not Provided By Sludge) $28.00
Total value per ac. $73.64
r
J

Pages 17 of 22 thru 18 of 22 are the site life calculation forms developed
by the NCDEM. They have been left out intentionally and are replaced
by our page entitled Application Rate Evaluation which computes site life,
hydraulic loadings at certain dry tonnages plus nutrient and metal
loadings. This page is produced from a Lotus spreadsheet by a
computer. The site life calculations can be performed more quickly
without mistakes when compared to human calculations. The long hand
calculations for Arsenic are included (pg. 16 of 22) as an example.
Pages 19 of 22 thru 22 of 22 are the agreement forms. They have been
left out intentionally. It is our understanding these forms have not been
formally approved by NCDEM. The old agreement forms are enclosed.
They have been executed and are located at the back of each site
section within this application.

CI
SPILL CONTROL PLAN
1 CITY OF DUNN, NC
CUMBERLAND AND SAMPSON COUNTIES
' In the unlikely event of a spill, the following action shall be taken immediately.
1. Halt source of the spill - overturned truck, leaking valve, ruptured tank.
' 2. Contain spill. Use straw bales to form a barrier. In addition to straw
bales, use shovels to form an earthen barrier to augment straw bales.
1 3. Cleanup. Employ vacuum equipment to remove as much spill material
as possible. Complete clean-up by scattering straw from straw bales,
I
soaking up remaining materials. Pick up straw manually, and dispose in
landfill.
4. Final cleanup. Flush roadways with water as necessary to clean. Allow
to dry and incorporate if spill occurs on a non -paved and tillable area. In
the event a spill occurs on private property, final cleanup should be
'
completed immediately to the satisfaction of the owner.
5. Notification. As soon as possible after the spill occurs, notify:
'
A. Plant � Y Operator, Bobby Burnette [phone].
p
'
B. Regional NC Division of Environmental Management Fayetteville
Office. [phone].
'
C. County Sheriff Departments if road traffic is affected:
Cumberland Co. [phone].
'
Sampson Co. [phone].
D. Fire Department - if assistance is required for wash down.
Cumberland Co. [phone].
1J
Sampson Co. [phone].
E. EWR's main office [phone].

Spill Control Plan
Page 2
6. Management of cleanup efforts. The project manager shall take r
immediate charge and initiate cleanup activities. Additional labor shall
be requested from the plant as needed. The project manager shall also
communicate with the public on the scene answering and advising of
cleanup activity.
7. Reporting. Within 24 hours of spill, the project manager shall present a
written report detailing -how the spill occurred and all action taken.
8. Spill prevention. Project manager shall take -the immediate following
steps:
A. Ensure loading personnel watch tanker while loading.
B. Ensure valves and lids are closed and latched while transporting.
II
C. Inspect lid seals monthly, and replace as necessary.
L.,

Landowner
' Donny Barefoot
' Ernest Gainey
1
I
,I
Field No.
Latitude and Longitude
Topo Map
Latitude Longitude
Mingo, NC 350 13' 09" N 780 34' 10" W
Wade, NC 350 12' 45" N 780 44' 50" W

City of Dunn
Blac'r. River Wastewater Treatment rac 1 i ty
_ Dunn, North Carolina
David Wanucha
EWR
Rt.4 Box 37B
Advance, North Carolina 27006
Dear Mr. Wanucha ;
As per your request7 the information concerning the digester at
the wastewater plant is enclosed. The detention time. at this time. is
32.3 days, but we have the capibility of increasing the solids to
between 5 and 6 percent; which would increase the detention time to 44
to 77 days. The test results follow:
pH: 6.4 to 6.8
Temperature: 15 to 25 degrees -
Percent Volatile Solids Reduction: using the formula,
:?Sir, - VS01_it
V,3in - (VS -in * Vs -out) 100
0.82 = 0.2�?
O.e2 - (O.e2 * 0,29) *100 = 91 reduction
►sJe hope that this information will help you. if you have any questions
feel free to call.
Thank you:
Bobby Burnette
Cheif Operator

t
State of North Carolina
(- Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
A. Preston Howard, Jr" P.E.
{ James G. Martin, Governor Acting Director
William W. Cobey, Jr.. Secretary
July,7, 1992
Mr. Carl G. Dean, City Manager
ICity of Dunn
Public Works Department
Dunn, North Ca oiL-la ?E335
I Subject: Permit No. WQ0006101
City of Dunn
Land Application of Sludge
' Harnett County
Dear Mr. Dean:
In accordance with your application received January 22, 1992, we are forwarding herewith Permit
land application of sludge
No. WQ0006101, dated July 7, 1992, to the City of Dunn for the operation of a
program -
This permit shall be effective from the date of issuance until June 30, 1997, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. 'Ehis request. nrust 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, P.O. Drawer 27447,
Ij+ Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
70401-6208 919/486-1541 704/663-1699 919f733-2314 919M64481 919/395-3900 919896-7007
Po6tion Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535, Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Carl G. Dean, City Manager
City of Dunn
July 7, 1992
Page Two
Onesetof ter, approved O application ana J. Bite olden at 919/ attached.s is -5083.0
concerning P
cc: Harnett County Health Department
EnvironmenmLR�astc:RWycdiug
'Fayeizeville Regional Office, Waxer Quality Section
Fayetteville Regional Office, Groundwater Section
Jack Floyd, Groundwater Section Central Office
Training and Certification
Facilities Assessment Unit
need additional information

k
NORTH CAROLINA
4
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SLUDGE 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
City of Dunn
Harnett County
FOR THE
operation of a sludge land application program consisting of the application of approximately 250 dry tons
' per year of sludge. from the City of Dunn's Black River Wastewater Treatment Facility to approximately
445 acres of land in Harnett County with no discharge of wastes to the surface waters, pursuant to the
%application received January 22, 1992 and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
' l Resources and considered a part of this permit.
This permit shall be effective from the date of issuance ,until June 30, 1997, and shall be subject to
' the following specified conditions and limitations:
�•�-
' 1. The Fayetteville Regional Office, telephone number [phone], and the appropriate
local governmental official (county manager/city manager) shall be notified at least twenty-
four (24) hours prior to the initial application of the sludge so that an inspection can be
made of the application sites and application method. Such notification to the regional
' supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. Also the Harnett County Manager's
office must be notified prior to the initial application so that they will be aware that the
I, operation has commenced. .
2. This permit shall become voidable if the soils fail to adequately absorb the wastes and may
be rescinded unless the sites are maintained and.operated in a manner which will protect the
assigned water quality standards of the surface waters and ground waters.
3. The 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
pmg=.
-� 4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
.� J

the
5, In the event that the land application program is not operated satisfactorily,
t the sites
creation of nuisance conditions, the Permittee shall cease the Ponstrug tiongof additional or —
take any immediate corrective actions, including
replacement wastewater treatment or disposal facilities.
6. No crops for direct human consumption shall be raised on these sites for a period of 18
months following sludge application.
7.
Maximum slope for sludge application shall be 10% for surface application and 18% for n
subsurface applications.
a,
8.
The following buffers zones shall be maintained:
a) 400 feet from residences or places r, public assembly udseparate yownershipbcdotor
surface application method, however, the buffer zone requirementappropriate DEM
a minimum of 100 feet upon written consent of the owner and the
regional office, _
b) 200 feet from residences cr. places of public assembly under separate ownership for
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 DEM
regional office,
c) 100 feet from "SA and SB" classified waters and public surface water supplies or
both methods,
it classified waters and other streams, creeks, lakes, rivers, an
d) 50 feet from "WS
surface water drainage ways for injection method,
e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers and
surface water drainage ways for surface application method, requirement _
y be
f) ed feet from feet
up ry lines for n urrremethods;
ct efrfrom the adjoining property owner and
reduced to 50 feet upon written con
the appropriate DEM regional office,
g) 50 feet from public right of ways for surface application methods,
h) 25 feet from public right of ways for subsurface disposal methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both
methods, groundwater
j) 25 feet from downslope interceptor drains, surface water diversions,
drainage systems and surface drainage ditches for both methods.
9. A copy of this permit shall be kept at the land application control a when wan shall be kept e is in being
all nudge
lied
during the life of this permit. A spill prevention and P
transport and application vehicles.
10. All sludges included in this permit must bestabilized by a process n to tsignificantly ed or
uce
pathogens (as described in 40 CFR Part
incorporation. An evaluation of all sludges as specified u�condition pon �ubeconducted cop _
as to their ability to demonstrate compliance with this requirement.
s, Division of
this report must be submitted to the As is tionCOperations�BranchnPO Box 29535,
Environmental Management, Water Quality
Raleigh, NC 27626-0535.
11. Specific sludge application area boundaries shall be clearly masked on each site prior to and
during sludge application. _
12. No sludge at any time shall be stored at any application site.
Pa

7
IL OPERATION AI'M MATNTEN NCR N
1. The facilities and disposal sites shall be properly maintained and operated at all times.
2. A suitable vegetative cover as listed in condition U 3, shall be maintained in accordance with
the crop management plan. approved by this Division..
3. The application razes shall not exceed the following for the specified crops:
Corn (Silage & Grain) 200
Small Grain (Wheat, barley, Milo, oats) 100
Soybeans 150
4. No sludges other than the following are hereby approved for land application in accordance
with this permit: Permit Estimated .
IJOUIIXI City of Dunn Black River WWTP Harnett NC0043176
The lifetime heavy metal loadings shall not exceed the following for the corresponding
Cation Exchange Capacities ( Q
Lead
500
Zinc
250
Copper
125
Nickel
125
Cadmium
4.5
01
00
2000
500
1000
250
500
250
500
9
18
6. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and grade
at least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the Certification Commission. The Permittee must conditions of Title
ed
back-up operator of the appropriate type and grade to comply
15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at least
weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays,
and must properly manage and document
of Tide operation
Chapter 8A,n0202.ce of the facility
and must comply with all other conditions
7. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored sludge material into any surface waters.
8. Animals shall not be grazed on sludge applied land within a 30-day Period following the
sludge application. Application sites that are to be used for grazing shall have fencing that
will be used to prevent access after each application.
9. Surface applied sludge will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established.
10. For areas that are prone to flooding or within the 100-year flood elevation, sludge may be
applied only during periods of dry weather. The sludge must be incorporated into the soil
within twenty-four (24) hours of application.
3.

11. Appropriate measures must be taken to control public access to the land application sites
during active site use and for the 12-month period following the last sludge application
event. Such controls.tnay include the posting of signs indicating the activities being
conducted at each site.
12. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
conveying pollutants from the sludge application area onto the adjacent property or into the
surface waters.
13. Sludge 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 sludge disposal measures must first be _
approved by the Division of Environmental Management.
14. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge application.
Sludge may be applied to sites with a pH of less than 6.5 provided a sufficient amount of
lime is also applied to achieve a final pH of the lime, sludge and soil mixture of at least 6.5.
1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue analyses)
deemed necessary by the Division of Environmental Management to insure protection of the
environment will be established and an acceptable sampling and reporting schedule shall be
followed. If monitoring data indicates minimal or no concern to the Division, reduction of
monitoring requirements may be pursued after two annual reporting periods.
2. Proper records shall be maintained by the Permittee tracldng all disposal activities. These --
records shall include, but are not necessarily limited to the following information:
a) source of sludge
b) date of sludge application
c) location of sludge application (site, field, or zone #)
d) method of application
e) weather conditions
f) soil conditions
g) type of crop or crop to be grown on field
h) volume of sludge applied in. gallons/acre and dry tons/acre
i) annual and cumulative totals of dry tons/acre of sludge, annual and cumulative
pounds/acre of each heavy metal (which shall include, but not be limited to lead, -
nickel, cadmium, copper 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
of each site receiving sludge 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:
4

% Base Saturation
j Magnesium
Phosphorus
Potassium
Leadl
Zinc l
pH
Manganese
Cation Exchange Capacity
Sodium
Nickell
Cadmiuml
Copperl
Calcium .
1 Soils analysis for these parameters shall be conducted once prior to permit renewal on
Sv.is from each site which has received sludge during the permit cycle.
4. A quarterly sludge analysis and annual Toxicity Characteristics Leaching Procedure
(TCLP) analysis shall be conducted by the Permittee and the results maintained on file by
the Permittee for a minimum of five years. If land application occurs at a frequency less
than quarterly, sludge analysis will be required for each instance of land application.
The sludge analysis shall include but is not necessarily limited to the following parameters:
'
% total solids
Magnesium
Chlorides
Sulfate
Phosphorus
Potassium
Lead
Zinc
'
Copper
Nickel
Cadmium
Chromium
Sodium
Calcium
'
Total Nitrogen
Ammonia Nitrogen
Nitrate/Nitrite Nitrogen
pH
Plant Available Nitrogen (by calculation)
1
. f
The TCLP analysis shall include the following
parameters:
Arsenic
Barium
Benzene
Cadmium
Carbon tetrachloride
Chlordane
'
Chlorobenzene
Chromium
Chloroform
o-Cresol
m-Cresol
p-Cresol
Cresol
2,4-D
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichloroethylene
2,4-Dinitrotoluene
Endrin
Heptachlor (and its hydroxide)
Hexachlorobenzene
Hexachloro-1,3-butadiene
I-
Hexachloroethane
Lead
Lindane
Mercury
Merhoxychlor
Methyl ethyl ketone
f
Nitrobenzene
Pentachlorophenol
Pyridine
Selenium
Silver
Tetrachloroethylene
Toxaphene
Trichloroethylene
2,4,5-Trichlorophenol
2,4,6-Trichlomphenol
2,4,5-TP (Silvex)'
Vinyl chloride .
5. All sludges included in this permit must be monitored for compliance with condition 110 of
this permit. Data to verify stabilization by a process to significantly reduce pathogens (as
described in 40 CFR Part 257, Appendix II) must be maintained by the Perrnittee. The
required data is specific to the stabilization process utilized, but should be sufficient to
clearly demonstrate compliance with 40 CFR Part 257.
5

IV.
I
6. Three copies of all monitoring and reporting requirements as specified in conditions III 1,
1[12, III 3, III 4, and III 5 shall be submitted annually on or before March 1 of the following
year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone --
number [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 sludge material
to receiving waters.
c. 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 sludge treatment.
e. Any spillage or discharge from a vehicle or piping system transporting sludge to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 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.
1. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
2. The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC
2L, Groundwater Classifications and Standards. An exceedance of Groundwater Quality
Standards beyond the Compliance Boundary is subject to penalty provisions applicable
under General Statute 143-215.6(1)a. The sale of property, by the Permittee, which is within
or contiguous to the disposal system site may alter the location of the Compliance —
Boundary.
For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the waste disposal area, or 50 feet within the
property boundary.

�I
V.
If the title to any property which may affect the location -,of the Compliance Boundary is
changed, the Permittee shall notify the DEM Director within 14 days. The Director shall
then establish a modified Compliance Boundary which will be done as a modification to the
Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY is
established around disposal systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. When the concentration of any substance equals or
P'VrPPric the maximum allowable concentration of that substance at the REVIEW
BOUNDARY, as determined by monitoring, the Permittee shall either (i) demonstrate,
through predictive calculations or modeling, that natural site conditions, facility design and
operational controls will prevent a violation of standards at the Compliance Boundary; or,
(ii) submit a plan for the alteration of existing site conditions, facility design or operational
controls that will prevent a violation of standards at the Compliance Boundary, and
implement that plan upon its approval by the Director.
3. Any groundwater quality monitoring as deemed necessary by the Division of Environmental
Management shall be provided.
1. The Permittee or his designee shall inspect the sludge storage, transport, and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
-may cause or lead to the release of wastes to the environment, a threat to human health, or a
nuisance. The Permittee shall keep an inspection log or summary including at least the date
and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of three years from the date of the inspection and shall be made available upon
request by the Division of Environmental Management or other permitting authority.
2. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and 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; or may obtain samples of
groundwater, surface water, or leachate. ,
fra-1110113
1. This permit shall become voidable unless the land application activities are carried out in
accordance with the conditions of this permit and in the manner approved by this Division.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting, data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership or a name change of the Permittee, a formal permit request must be submitted to
the Division of Environmental Management accompanied by an application fee,
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.
7

4. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect. —
5. The following are approved sites for sludge application (see attached map(s)):
Site No
Owne Axssee Application
Areal (acres)
HA2-.1
R. Dewayne Weeks
HA2-2
R. Dewayne Weeks
69.1
HA2-3
R. Dewayne Weeks
56.7
HA2-4
R. Dewayne Weeks
66•3
HA2-5
R. Dewayne Weeks
78.8
HA2-6
u e Z_ 1
R. Dewayne Weeks
01 T'fP'&a'%Sicc l-� o� ; l-t inn
49.8 _
90.1
Total Application Areal 444.9
1- Application Area excludes buffer areas.
The land application site designated as HA2-5 is partially covered in soils having a seasonal
high water table at depths ranging from one (1) to two (2) feet below land surface.
Therefore, no sludge shall be applied to this field during the period from December through
March, inclusive.
6. Failure to abide by the conditions and limitations contained in this permit may subject the —
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
(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 15 NCAC 2H .0205
(c)(4).
8. The issuance of this permit does not preclude the Permittee from complying with any and r
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction. .
i
9. A set of approved documents for the subject project'must be retained by the applicant for
the life of the permit.
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
11. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Environmental Management deems
necessary in order to adequately protect the environment and public health.
8 j

a
permit issued this the 7th day of July, 1992 .
J
} NORTH CAROLINA ENVIRO
!J
AL MANAGEMENT COMMISSION
A. Preston How g Luww•
Avision of Euv11u�uLj.,ntal Management
By Authority of the Environmental Management Commission
permit No. WQ0006101
1�
L
I i
14
9
U jai

TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP)
May 11, 1993
CITY OF DUNN REGULATORY
CONSTITUENT (mg./1) LEVEL (mg/1)
Metals
-Arsenic
<0.005
5.0
mg/l
-Barium
1.264
100.0
mg/1
-Cadmium
<0.05
1.0
mg/l
-Chromium
<0.50
5.0
mg/1
-Lead
<0.50
5.0
mg/1
-Mercury
<0.00125
0.2
mg/l
-Selenium
<0.005
1.0
mg/1
-Silver
.....................................................................................................................................................................................
....................................................................................................................................................................................
0.003
5.0
mg/1
...........................................................................................................................................................................................
..........................................................................................................................................................................................
�.
Volaet'il..:Organics .:::.:...................:..:
:.:.:.....................................................:.:.::.:.:.::..........:::::::.::......
.Methyl ethyl ketone
0.046
200.0
mg/l
•Tetrachloroethylene
<0.005
0.7
mg/l
•Trichloroethylene
<0.005
0.5
mg/l
-Vinyl chloride
0.015
0.20
mg/1
-Benzene
<0.005
0.50
mg/1
-Carbon Tetrachloride
<0.005
0.50
mg/1
•Chlorobenzene
<0.005
100.0
mg/l
-Chloroform
<0.005
6.0
mg/1
•1,4-Dichlorobenzene
<0.005
7.5
mg/1
•1,2-Dichloroethane
<0.005
0.50
mg/1
•1,1-Dichloroethylene
.......................................................................................................................................................................................
......................................................................................................................................................................................
<0.005
0.70
mg/1
......................................................................................................................................................................................
.......................................................................................................................................................................................
......................................................................................................................................................................................
......................................................................................................................................................................................
Semivolatile Organics
•o-Cresol
0.005
200.0
mg/l
•m,p-Cresol
0.009
200.0
mg/l
.Cresol (Total)
0.014
200.0
mg/l
•2,4-Dinitrotoluene
<0.005
0.13
mg/1
•Hexachlorobenzene
<0.005
0.13
mg/l
•Hexachlorobutadiene
<0.005
0.5
mg/1
•Hexachloroethane
<0.005
3.0
mg/l
-Nitrobenzene
<0.005
2.0
mg/l
•Pentachlorophenol
0.015
100.0
mg/l
.Pyridine
0.085
5.0
mg/l
•2,4,5-Trichlorophenol
0.010
400.0
mg/l
•2,4,6-Trichlorophenol
0.013
2.0
mg/l
Organochlorne.::Pesticides
...............................................................................................
.::.:......................................................................................................
-Chlordane
<0.004
0.03
mg/1
•2,4-D
<0.001
10.0
mg/l
•Endrin
<0.0001
0.02
mg/1
-Heptachlor
<0.0001
0.008
mg/1
•Lindane
<0.0001
0.4
mg/1
•Methoxychlor
<0.00011
10.0
mg/l
•Toxaphene
<0.004
0.5
mg/1
•2,4,5-TP(Silvex)
<0.001
1.0
mg/1
42

CAROLINA ENVIRONMENTAL LABORATORIES
A Division of Graham Brothers, Inc.
REPORT OF ANALYSIS Page 1 of 2
Client Name: EWR (City of Dunn) CEL #: 7435
Address: Rt 1 Bx 2-A-200 Advance, NC 27006 Client #:
County: Type of Sample: Sludge
Collection Point: Storage Tank Date Collected: 3-24-93
Collected By: Dave Wanucha Date Received: 3-25-93
Analyst (s) : py Ep _ _ Data Reviewed By: FM
CERTIFIED BY: NCNCD #306 / NCSDWA #37741
EPA METHOD: TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP)
All results are reported in mg/L (water), mg/kg (soils), or ppm unless otherwise noted.
A copy of the minimum quantitation limits can be attached upon request.
CEL #:
7435
CLIENT #:
METALS
SAMPLE #1 SAMPLE #2 SAMPLE #3
ARSENIC
< 0.005
BARIUM
1.264
CADMIUM
< 0.05
CHROMIUM
< 0.50
LEAD
< 0.50
MERCURY
< 0.00125
SELENIUM
< 0.005
SILVER
0.'003
HERBICIDES/PESTICIDES
SAMPLE #1 SAMPLE #2 SAMPLE #3
CHLORDANE
< 0.004
2, 4, D
< 0.001
ENDRIN
< 0.0001
HEPTACHLOR ( EPDXIDE)
< 0.0001
LINDANE
< 0.0001
METHOXYCHLOR
0.00011
TOXAPHENE
< 0.004
2, 4, 5-TP (SILVEX)
< 0.001
Lab Address: 1229 N. Horner Blvd., Sanford, NC 27330 919,,'775-1880
Corporate Office: Rt. 1, Box 20, West End, NC 27376 919..673-0487 ..

0
CAROLINA ENVIRONMENTAL LABORATORIES
A Division of Graham Brothers, Inc.
I;
REPORT OF ANALYSIS Page 2 of 2
Client Name: EMIR (City of Dunn)
CEL # : 7435
EPA METHOD: TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP)
CEL # :
7435
CLIENT #:
LI
VOLATILES
SAMPLE #1 SAMPLE #2 SAMPLE #3
I
METHYL ETHYL KETONE
0.046
TETRACHLOROETHYLENE
< 0.005
TRICHLOROETHYLENE
< 0.005
VINYL CHLORIDE
0.015
BENZENE
< 0.005
CARBON TETRACHLORIDE
< 0.005
'
CHLOROBENZENE
CHLOROFORM
< 0.005
< 0.005
1,4, DICHLOROBENZENE
< 0.005
1 , 2,-DICHLOROETHANE
< 0.005
1 , 1 , -DICHLOROETHYLENE
< 0.005
'
SEMIVOLATILES
SAMPLE #1 SAMPLE #2 SAMPLE #3
o-CRESOL
0.005
m,p-CRESOL
0.009
CRESOL, TOTAL
0.014
2, 4-DINITRO..TOLUENE
< 0.005
HEXACHLOROBENZENE
< 0.005
HEXACHLORO-1 , 3-BUTADIENE
< 0.005
HEXACHLOROETHANE
< 0.005
NITROBENZENE
< 0 -005
PENTACHLOROPHENOL
0.015
f
PYRIDINE
0.085
2,4,5-TRICHLOROPHENOL
0.010,
2,4,6-TRICHLOROPHENOL
0.013
i
-
Lab Address: 1229 N. Horner Blvd., Sanford, NC 27330 919/775-1880
Corporate Office: Rt. 1, Box 20, West End, NC 27376 919/673-0487
44

...
= ..
BI:OSOLIDS:' ANALYSIS ;REPORT.
-PROJECT::' -
Dunn, NC
:. Sample Date: 09/25/93-'
% Solids''.:
2.47
pH:. 8.1
CONVERSION. TABLE
PARAMETER
.. %
-X. 10,000 .. .= ppm dry wt. x-- 0.002.:=
lbs/dryVton ,
Nitrogen TKN .
8:.10
81;000
" .162.00 _
Phosphorus..
3.32
33,2Q0
66.40
Potassium
0.39.
3,900
. 7:80
Sulfur
1.1.3
11,300.
22.60
Calcium
1.16.
1_1;600 .
23.20
Magnesium
:.: 0.41
:: '..::.:: .. ° .. :. 4,1.00" ,
8.20
.Sodium:.
0.4:5
4;60.0 .
:.9.00 ° • -
Ammonia,N
4.0,5.00 '
81.00
Calcium CO3
:. NA
0.
TOC ... .:..
: -NA
: '.. :. 0
0 00 : :... .
Nitrate'
Iron
2.15
Aluminum
2.61
Manganese :. ;
. 0.02
Copper.
' ,Zinc.....
0.09
Cadmium
.0.00
Chromium
:. 0.01
Nickel
0.00 ,
Lead
0.0090
Arsenic
0.-0004
Mercury :..
0.0001
Selenium
'0.0004
Molybdenum
..0.0034
Ceiling` . `
Content"
ppm
160.00
'21,500.00
26,700:00
.:: :245.00-
4,300.00.
-'...-Ca"..'
_1*,2,10.00
:7,506 00
' 'n . '
890.00.
85 00 .
- .... cd .:
4.50
3,000:'00.
. ', • Cr
50.00
420.00 "
Ni
..25.00
840.00
• Pb
90.00.
75 00
As
4.44
5706
A
.1.19
100.00
Se
3.65
75.00
Mo.
.34.00

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond Virginia 23237 e [phone] � �:'
Fit 75---.159 ACCOUNT 15:12B PAGES 1
REPORT NUMBER
ENVIRONMENTAL. WASTE::
RECYCLING, INC.
ADVANCE NC 27006-•9801
LAD NUMI"ER =: 44838
SAMPLE Ill -: DUNN NC
RESULT
PARAMETER
DUNN NC
SLUDGE ANALYSIS REPORT
IfETECT10N
RESULT LIMIT
(MG/K6) (MG/KG) ANALYST
DAVE WANUCHA
RATE SAMPLED 09/25/93
DATE RECEIVED 10/13/93
DATE REPORTED 10/14/93
ANALYSIS
BATE METHOIf REFERENCE
SOLIDS
2.47
24700
100
JCM
10/13/93
EPA
160.:3
HI'T ROGF::t4 (•' KN N
8.10
(31.000
100
LDR
10/14/93
EPA
351.3
PHOSPHORUS
3.32
33200
100
.JCM
10/14/93
EPA
365.2
POTASSIUM
0.39
3900
100
DC:N
10/14/93
SW
846-7610
SULFUR
1.1.3
11.300
100
JCM
10/14/93
EPA
37 5.4
CALCIUM
1.16
11600
100
DCN
1.0/14/9:3
SW
846--7140-
MAGNE.SIUM
0.41
43.00
1.00
IfCN
10/14/93
SW
846-7450
SODIUM
0.4 5
4500
100
IfCN
10/14/93
EPA
273.1
IRON
21500
1
IfCN
10/14/93
SW
846-7380
ALUMINUM
26700
10
IfCN
10/14/93
SW
846-7020
MANGANf_: E
245
1
IfCN
10/14/93
SW
846--7460
C017,PER
:1210
1
If("N
10✓14/93
SW
846-•'7210
INC:
890
1
IfCN
10/14/93
SW
846-7950
AMMONIA 1g1TRO(aEN
4.05
40500
100
LDR
10/14/93
EPA
350..2
NITRATE. NITF1'OGEt4
160
10
JCM
10/14/93
EPA
352.1
CADMIUM
4.5
0.5
IfCN
10/14/93'
SW
846--7130
CHROMIUM
50
115
IfCN
10/14/93
SW
846-7190
NICKEL
25
5
IfCN
10/14/93
SW
846-7520
LEAD
90
5
IfCN
10/14/93
SW
846-7420
L L VAI...l.)ES I ?;F::l:;f'T �;Ol...:I:I:fS �'r1:C:: ON .A IfF:`f !JI::[CII"IT BASIS.
.ramt�'�1.�� u. ;tI- �^ / ��'l<Kt
C) Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced inwhe br in(p�rt, drfia� ference be made to the (•� • NO RMAN ONES

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond Virginia 23237 • [phone]
R275--1.59 ACCOUNT 45128 PAGE 2
I:1zt9•1:" h415kv
ENVIRONMENTAL WASTE.
RE CYCLINGv INC.
RT 1 •-• BOX -A-••200
ADVANCE NC 27006-9801
LAD NUMBER - 44038
SAMPLE ID = DUNN NC
DUNN NC
SLUI:tGE. ANALYSIS REPORT
IIC.:.'TE.CTION
RESULT
RESULT
LIMIT
ANALYSIS
PARAMETER
( % )
(MG/KG)
(MG/KG)
ANALYST
DATE
ARSENIC
4.44
0.01
DCN
10/14/93
MERCURY
I1 19
0.01
DCN
10/14/93
SELEI.411JM
3.65
0.01
DCN
10/14./93
PH (STANDARD UNITS)
$3.10
KHM
10/14/93
ORGANIC N1TF;0[.-)EN
4.0t)
40500
1.00
LDR
10/14/93
MOLYBDENUM
34
2
DCN
10/14/93
CI-ILORIDE
2520
1
LDR
10/14/93
HAVE WANUCHA
HATE SAMPLED
DATE RECEIVED
HATE REPORTED
METHOD REFERENCE
SW 846-•7061
SW- 846 -•74 71
SW 846-7 7 41
EPA 150.1
CALCULATED
SW 846•-7480
SM 4500-CL
09/25/93
10/13/93
10/14/93
r, l"; Fi. 011 r°i Cf F"; `i b! E: 'I: !'i.l l l' I't A'i> :C ! i > 1, c � . �' i '
C l
- , - — _� �, �, nr ,�,.,... 4-; ,
ur red -�d let" - for 11 ;�swe lfidei � of o 1s, ar notbi " 7ucec "��bri r{drn� - - 'ie}er 1 mad- ` f % • �Mfl' ��•�E-"-
work, the results. or me comnanv in env adverusino" news reiease" or omer iniblic announceme nrs wnnntllOrlieiillnn nur nnnr wllt}wnwumnri7wtlnn i:nnvrinnr 14rr '

Q
11
Donny Barefoot (SA6)
Ernest Gainey (CU7).

KEY TO MAP SYMBOLS
HOUSE
O
POND WATER
DOMESTIC SUPPLY WELL
FIELD #
20.
AUGER BORING
O
BUFFERED AREAS
FENCE x v X X.

` ro
SAS d
!<< a ! _
1 0
sf r
v f
'? 10
.' ~ ! � c► i � ~ Ott G
�ppL
T4 — \
V
s-.a
� 9 � e I i.e i � �' f f �+rri� •g
xi
r
� allµ ; '+ .6 .' � �► �,; . � ,; � 3 /
`
C
FA .e �l, t t :.Z.
M rF' Q
K •~ 'C v i
s SITE LOCATION MAP r.a 's �•v s
e 1�, = 1 MILE ie\: \ 1
.e DONNY BAREFOOT _ F r
_ `� SA6-1 49 1 y �'

SITE SUMMARY SHEET
County: Samncnn (ni inty
Owner: WarlP I PP RarPfnnt
Operator: nnnnU RarPfnnt
Address: 4gRn Wnndg Rnarl
Dunn, NC 28334
Fields
Total Acres
Est.
Applicable
Acres
Crops
1
31.7
23.9
Coast. Bermuda
TOTAL
23.9
Comments:

'' /J! 1 is 1}1. •o •cLr�w Ch
1
16114F.
7 \ .r
1 J Wit' If • �'iN . • n ; WF ��' —•✓ ) i�
(�
i ` -.Cem 11 . /.
�J7,.` il' : •• /84 1 / 1 Ill
IItIt
I ti
1616)
rL
x/82 — Cem
--- _ Starlins__.�
/ i \ v lc A• •-1- % .. .�.����—s -a� \,� Station
11C0: / 16 11 1476, a
I. .. ._ �r _ . a / . , ) --ate.• \_
Cem::
Cem: Wit= _ ! — _ Cem
a `,
'174
I - •� — 1-
i ` = •/
I � I
I J
.—/79 :509 I ::Cem 1 Cem /90 --
J.
too
/Naylor , Nay
1 Pond •Cem ✓' l , — / 175'T it
175
{ L� -
1605 f _ ;l Pleasant GroveCh
i ■ I , i� � � II r .
11
ll /
183
• I 69U �
002
7.
1 TOPO MAP
DONNY BAREFOOT 1 ,
SA6

'L;etn
x/82-7
-tLu-
Pum
p I
all Sta t I onj
16
C7 -
l3ore�co-�
all
'09
Cem
s 4--
TOPO MAP
1000,
DONNY BAREFOOT
SA6-1
Cem
I
190

SITE EVALUATION SHEET
Operator: -Dnnn,K ace �oofi
Field #• ( Date:g F E B q LA.
Predominate Soil Series: QU�r�/V i 1 \_ P CAu
Depth of Seasonal High Water Table: % LA -F ee�
Depth, Type of Restrictive Zone:
Slope:
Field Analysis of Soils
Matrix Mottle
Depth Texture Structure Color Cola
o,l
SO -y g I,
rn b
Legend: s -sand
Is -loamy sand
sl -sandy loam
scl - sandy clay loam
cl -clay loam
c - clay
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
Type of Crop: C.naS�01 rn Uc \0

WMA
IWA:
. . . . . . . . . . . .
MAI
.a r�4tir

BUFFER EXPLANATION
LANDOWNER: Donny Barefoot
FIELD #
1. This field requires property line buffers on the northern and western edges,
off -site house buffers on the southern edge, a well buffer -on the southern
edge, and a surface water buffer along the eastern edge.

LAi D APPLICATION OF RESIDUAL SOLIDS
PAGE 19 (4/91)
-� �Lor�j ��roY f tat � tU t�tot� of
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: CITY OF DUNN, NC
Contact Person: jnP CamnhPll
Address of Permittee: P.O. Box 1065
Dunn NC 28134
List of Sludges or residuals to be applied to these lands: Dunn, NC WWTP
,�
� Site ID Number: 'CA 6
Field Number: I
' Location of Land to be used for sludge or residual application (include map for each site):
Owner of Property used for sludge or residual applicati n: Jf-
Lessee of Property (if appropriate):
' Land use or cropping patterns: -
Intended use or disposition of crops:
1
IIIIIIIIIIIIIIIIIIIIII11I111111111111111111111111111111111111fill IIII HIIIIII IfIIIIIIIIIIIIII fill IIIIIIIIIIII IIIIIII
1
The undersigned
`land
\owner or hisrepresentativehereby permits
'�j
hereinafter referred to as the Permittee, to apply the above listed sludges or residuals upon the land
at the location shown as describers herein in accordance with the restrictions and stipulations as
given below. The landowner or his representative receives, in consideration, full use of the
nutrient value of the applied sludge or residuals while the Permttee receives, in consideration, the
use of the land described above for the disposal of digested sludge or residuals. This agreement
shall remain in effect for the length of the Division of Environmental Management land application
permit and shall be renewed each time the land application permit is renewed. The undersigned
land owner or his representative and the Permittee agree to ,abide with the following restrictions
and stipulations until such time as written notification, given thirty (30) days in advance, modifies
or cancels this Land owner's Agreement .
19 of 25

L.\L D APPLIC.-\TION OF RES M AL SOLQDS
PAG E 20 (-1/91)
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit ,
P.O. Box 27687
Raleigh, NC 276 l l -7687
11lI11111111111111III 11111111111111111111[fill 111111111111111IIIillllllllllli[if lllIIII IIIIII IIII
11111111lI111111111
STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after sludge or residual application and to established monitoring
facilities on or near the application site as required by the sludge or residual land
applicadon permit.
2. The landowner or his representative authorizes the Permittee, County and State
Officials or their representatives to take necessary soil, surface and ground water.
samples during the term of, and twelve (12) months after termination of, this
Agreement.
I The Permittee will provide each landowner or his representative with a copy of the
land application permit as issued by the N.C. Department of Environment, Health
and Natural Resources (NCDEHNR) Division of Environmental Management
(DE'M) for the land described above prior to commencement of sludge or residual
application. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and
data concerning the program for land application of sludge or residuals to privately
owned lands which includes an -analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
the equipment used by the Permittee for sludge or residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the
results of each soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
residual application. Sludge may be applied to sites with a pH of less than 6.5
provided a sufficient amount of lime is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
7. The landowner of his representative will inform the. Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
Planting season to enable the Pertittee to amend this Agreement and schedule
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
permit, the owner or his representative and the Permittee will detem-iine
sludge/residual application rates and schedules based on crop patterns and the
results of soil samples.
1�
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application. a+
r-,
20 of 25

LAND APPLICATION OF RESIDUAL. -SOLIDS
i PAGE 22 (4/91)
J
i
Illtllllll1111111111111111111111111111111111.11111111111111111111111111111IIiilllllllll fill lltllillllilllillltl111111
L r-
1
11
1. W o dLq . L • Ra r e CntA have read this land owner's agreement and do hereby grant permission to the
Permittee to apply sludgc4residual to my lands as specified herein.
1 Land Owner
NORTH CAROLINA,
COUNTY,
1, the undersigned No Public,do hereby certify that //,./. '104 a;�Z�
personally appeared before me this day and acknowledged the due execution of the forgoing
instrument.
WITNESS my hand and official seal this
NOTARY -PUBLIC
My commission Expires
SE.�L
Date
day of l Pbrua r✓ , 19211-
OFFICIAL SE]25
�o Notary Public, North
County of Meckl
FMy
DAVID J. Vd, - Commission Expires
I. 7c, YN c --6z—z y have read this land owner's agreement do hereby agree to a ide by the
J stipulations and restrictions as specified herein.
Lessee
IJ _ z
Date
I. I ICI. I l F, have read this land owner's men and f here y gree to abide by the
stipulations and restrictions as specified herein.
c-� Cam----
Permittee
Date
22 of 25

LA�YD APPLICATION OF RES[DUAL SOLODS
PAGE'_' 1 (a/9 l )
9. The landowner or his. representatives or successors shall adhere to the provisions of—'
this Agreement for a period of eighteen (13) months from the date of the most recent,
sludge application.
10. Appropriate mcasures must be taken by the Permittee to control public access to then
land application sites during active site use and for the eighteen (18) month period -
following sludge/residual application. Such controls may include the posting of
signs indicating the activities being conducted at each site.
11. Specific sludge/residual application area boundaries shall be clearly marked on each
site by the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third party, the landowner shall be responsible to insure the third party
agrees and complies with the terms and conditions of this Agreement_
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to
comply with all provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the
parties hereto with reference to the subject matter of this Agreement_
15. Animals should not be grazed on sludge/residual applied lands within a thirty (30)
day period following the sludge application. Application sites that are to be used for
grazing shall have fencing that will be used to prevent access during these periods
after each application.
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or'
incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the application site and
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; or may obtain samples of groundwater, surface water,
or leachate. -
1II111111111111I1I11III 11111111111111I1111I11111III III 11111I111111111111111111111111IfHII 11(1i111111111II111lI1II11
RESTRICTIONS:
21 of 25
;� j

REPORT "UMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
R091-035 7621 Whitepine Road a Richmond, Virginia 23237 • (804) 743-'9401
Fax No. [phone]
SEND
TO: ENVIRONMENTAL I ASTE
€cECYCLINEP INC.
FT 1 —.BCX 2—A-2100
ADVANCE nC 27006-9801
DATE OF REPORT 04/ 04 /9 4 PAGE 1
SAMPLES ACCT # 45129
SUBMITTED
GROWER: DONNY BAREFOOT PO# 22385BY: J COATES-
DATE RECEIVED 03/31/94
SOIL ANALYSIS REPORT - DATE of ANALYSIS 04/01/94
(SEE EXPLANATION ON BACK)
% SOIL
SAND I SILT I C AY I TEXTURE
t1�W
0.6 V '_ VL 22 H 0.4
123 H
EAR
t
C7
BY
L - • C0nF if) nATINr.- VFnV 1 nW /VI 1 I r)W 11 1. MFI1111M /M1 HIr:H IH1 VFPV HIr.H 1VF11 ANTI NnNF IN 1_ .... ••i 11 rio� v Tue ores 11 re 1r.1 ....... ov e G Tn rr�..�•irn�
\WJ
only to the samples) tested. Samples are retained
!y days after testing.

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] 0 Fax No. [phone]
R091— i35
SAMPLES
SEND SUBMITTED ACCT # 45129
TO: GROWER: BY:
ENVIRONMENTAL WASTE_ DONNY BAREFOOT PO# 22385 J COATES—
RECYCL I NG, INC.
RT 1 — LOX 2—A-200
ADVANCE NC 27006-98t:t1
DATE OF REPORT PAGE DATE RECEIVED 03/31 /94
04 /09/94 SOIL ANALYSIS REPORT 1. /^4
SAMPLE
(DENT.
LAB
NO.
--
Nitrogen
%N
Phos-
phorus
%P
Potas-
sium
%K
Sulfur
°S
/°C
Calcium
° /°
Mag-
nesium
%Mg
Sodium
Na
PPm
Iron
ppm. Fe
Aluminum
ppm AlAI
Manga-
nese
ppm Mn
Copper
ppCu
Zinc
ppm Zn
Ammonia
Nitrogen
PPm
Nitrate
Nitrogen
PPm
w
Eli RLW
012.28
LAB
NO.
Cadmium
ppm Cd
Chro-
min Cr
pp
Nickel
PP m Ni
Lead
PP m Pb
Arsenic
PP m As
Mercury
m H
PP g
Selenium
PP m Se
Organic
Nitrogen
%
pH
Total
C.E.C.
(meg/100g)
-01228
VaIQ JKPNis
ppm =
mg/kg °/
= 10,000
r mg/kg
MEHLICH
EX
RACTI
N
< 0.1
< 1
4
r p r r
the total
mount
a sam I
Our reports and letter; n+a for flip exclusive and conflednllal use of our clients, and may not be reproduced In whole or In part, nor may any reference be made This report applies only to the sample(s) tested. Samples are
ielhe wnrk, the re;uff;, or flip rompany in any adverfisinq, news release, or other public announcements without obtalniny our nrlor writton authorization. retained P MxlrtLtfm oW1 I"Aftell

217
•� .` jNz,\
RI R
!ram.P
.31.3
X.
IM Lou
1609 1875
C 1Z4i
1
0 � LQ� C 'Sol
1702 .S
' q 1132 ,• 12 eoo
�a
A �
11704 1609 ��' •�
' 1700 �.
17 1609
Carlos. �� 1,06 H
L1�1 GODWI
Ch. 1707
laM S .9 rti
LZ44 ti
1
4.5 ZZ_Q 1Z ?s OW bluff FALCi
1802 95
17 t4 •-170 1
2.3 -, 1 'k
t
,R L! 1�1 Williams �v� 1005
1714 1717
1.8 •��.• '•. 1a14 •9 t
LM
1Q17
do 1719 .a
171 4 �b ¢ Aat I 17 DikA 1721 J 1.6
-L tnn� i
SITE LOCATION MAP u "o !n
13
�1Y �Nr ! 1" = 1 MILE �1" LM q
ERNEST GAINEY
' CU7-1 6 ► ,y it
�Z34 UZ! 1.2 T.1

SITE SUMMARY SHEET
Eel "I nw= 11MMORMs
Operator: FrnPst Ssanav
Linden, NC 28356
• • qgAi-0251
Fields
Total Acres
Est.
Applicable
Acres
Crops
1
51.3
45.1
Coast. Bermuda
TOTAL
45.1
Comments:

1702 : CdGers
Chapel <f'
20 I702 \ /09
Cai1Q / s - p • - c - _ --
Iy 1707 e5-
e r 1706 a16
� - _ -
uoo
- 4
!�
/ T (1 S 100 _ _ •. • `"Westminister /
-\` m
_ d
00 bloos ill � • _ �
1710
1708 V ; -
- TOPO MAP
1 " = 2000'
ERNEST GAINEY /

F am "el 120 —,_/
a
—100
Ef no!
17
1707
TOPO MAP
1 1000'
ERNEST GAINEY
CI.17-1
/ -/s
11 Y
/0
I
il
6—
)ch
Ch
......... ..... . . . ......... .
iister

np.t

SITE EVALUATION SHEET
Operator: rnP.< -{- C a Y!
Field #: CN LG I
Predominate Soil Series:
Date: �2 Ll FK LB 9.1-1
v ,
Depth of Seasonal High Water Table: ��
Depth, Type of Restrictive Zone:
Slope: 0 - LI 7o
Field Analysis of Soils
Matrix
Depth Texture Structure Color
Mottl
Col
v - s
15
7•� 2 c,
-
35, '4 0"
5c1
•S"-/2 ti L
Lf _ c�
s
-7.
Legend: s -sand
Is - loamy sand
sl - sandy loam
scl - sandy clay loam
cl -clay loam
c -clay
sil - silt loam
sicl - silty clay loam
g - granular
wsbk - weak subangular blocky
msbk - medium subangular blocky
ssbk - strong subangular blocky
Type of Crop: CO�CLSta� 17. errmuc�a

SITE EVALUATION SHEET
Operator: I- f r e S t
Field #: l (z o w>
Predominate Soil Series: 1 Nr.
Date: 2 Ll F t3 9,-/
v
Depth of Seasonal High Water Table: c/o
Depth, Type of Restrictive Zone:
Slope: U - 9 07,
' Depth
Field Analysis of Soils
Matrix
Texture Structure Color
Mottles
Color
I
„
s
Lid,
5 C
6k
I Ova
I
Legend: s - sand sil - silt loam
Is loamy sand sicl -silty clay loam
sl -sandy loam g - granular
I-- scl - sandy clay loam wsbk - weak subangular blocky
cl - clay loam msbk - medium subangular blocky
c - clay ssbk - strong subangular blocky
I
4 ype of Crop: C4, CAL to 1 e irm o
I�
69

I

BUFFER EXPLANATION
LANDOWNER: Ernest Gainey
FIELD #
1. This field requires surface water buffers on the northern, eastern, and southern
edges. A buffer is placed in the center of the field for wet soils. Areas of this
field may be buffered at the field managers discretion according to trafficability.
J
.1
1
1
1
1
1
1
1
1
1

LAND .-kPPLICATION OF RESIDUAL SOLIDS
PAGE 19 (4N I)
I�Lor t,�j Carolina B iU is ion of -
enbironmen t,al Management --
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: CITY OF DUNN, NC
Contact Person: TAP Camjahtn11
Address of Permittee: P . 0 . Box 1065
nunn NC 28334
List of Sludges or residuals to be applied to these lands: Dunn, NC WWTP
Site ID Number: C. U.1
Field Number: . I
Location of Land to be Psed for sludge or residual application (include map for each site): �-
Owner of Property used for sludge or residual application.
Lessee of Property (if appropriate): r vies i &, ; v, e u
Land use or cropping patterns: -a
Intended use or disposition of crops:.
0
11111111111Illllliillillillllllllllllllillllillllllllllll11111IIIIIIIII1111llllillllllllillllllllllllllllil111111111
The undersigned 1pd owner or his representative hereby permits
hereinaft ferred to as the Permittee, to apply the above listed sludges or residuals upon the land
at the location shown as described herein in accordance with the restrictions and stipulations as
given below. The landowner or his representative receives, in consideration, full use of the
nutrient value of the applied sludge or residuals while the Permittee receives, in consideration, the
use of the land described above for the disposal of digested sludge or residuals. This agreement
shall remain in effect for the length of the Division of Environmental Management land application
permit and shall be renewed each time the land application permit is renewed. The undersigned
land owner or his representative and the Permittee agree to abide with the following restrictions
and stipulations until such'time as written notification, given thirty (30) days in advance, modifies
or cancels this Land owner's Agreement .
19of25
7'

' L,-�L D APPLICATION OF RESCIDUAL SOLIDS
PAGE 20 0/9 I )
Notification of cancellation of this agreement shall be immediately forwarded to:
' Division of Environmental Management
Permits and Engineering Unic
' P.O. Box 27687
Raleigh, NC 2761 I -7687
' I11111111111111111111illllllllllllllll11111(Ililllllllll11111111111111111111111111(1llllllllllll11111111111111111111
STIPULATIQNS:
' 1. The landowner or his representadve hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after ' sludge or residual application and to established monitoring facilities on or near the application site as required by the sludge or residual land
application permit.
'
2. The landowner or his representative authorizes the Permittee, County and State -
Officials or their representatives to take necessary soil, surface and ground water
samples during the term of, and twelve (12) months after termination of, this
'
Agreement.
I The Perrruttee will provide each landowner or his representative with a co of the
land application permit as issued by the N.C. Department of Environment,, Health
and Natural Resources (NCDEHNR) Division of Environmental Management
(DETM) for the land described above prior to commencement of sludge or residual
application. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and
data concerning the program for land application of sludge or residuals to privately
'
owned lands which includes an analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
the equipment used by the Permittee for sludge or residual application.
5. , The Permittee will furnish each landowner or his representative with a copy of the
results of each soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
residual application. Sludge may be applied to sites with a pH of less than 6.5
provided a sufficient amount of lime is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
'
7. The landowner of his representative will inform the Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
planting season to enable the Permittee to amend this Agreement and schedule
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
'
permit, the owner or his representative and the Permittee will determine
sludge/residual application rates and schedules based on crop patterns and the
results of soil samples.
'
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
20 of 25
73

LAW APPLICATION OF RESIDUAL SOUIDS
PAGE 21 (4/91)
9. The landowner or his. representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (13) months from the date of the most recent
sludge application.
10. Appropriate measures must ,be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge/residual' application. Such controls may include the posting of
signs indicating the acdvides being conducted at each site. -
11. Specific sludge/residual application area boundaries shall be clearly marked on each
site by the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third party, the landownershall be responsible to insure the third party
agrees and complies with the terms and conditions of this Agreement_.
13. The existing lessee, if any; of the site agrees, by execution of this Agreement, to
comply with all provisions of this Agreement.
14. This Agreement shall. be binding on the grantees, the successors and assigns of the
parties hereto with reference to the subject matter of this Agreement.
IS. Animals should not be grazed on sludge/residual applied lands within a thirty (30)
day period following the sludge application. Application sites that are to be used for
grazing shall have fencing that will be used to prevent access during these periods
after each application.
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or a
incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of
Environmental Management. may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the application site and
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; or may obtain samples of groundwater, surface water,
or leachate.
I11111111111l111111111111l1lI1111111111111Iillillllillilllllllllil[III[I11ltiIIII11I1111111111i111111!llliilllllllll
RESTRICTIONS: r-
.
21 of 25
,;fir

LAND APPLICATION OF RESIDUAL. SOLIDS
PAGE 22 (4/9 l )
1 Itllllllltlllllllllllllllll11111111111111111111111111111111111111111111illlllllilllf 1111111111111111 Illlllllflllllll
1 avc read this land owner's agreement and do hereby it permission to the
Permitter to apply sludgchesidual to my lands as specified herein.D Ca::4�
Land Owner
1 Date
NORTH CAROLINA, A:►QOUNTY,
1 I, the undersigned Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing
instrument.
WIT SS my hand and official seal this day of ,19b
NU;�ARY PUBLIC
My commission Expires. 961t1k /??I
' I. ern e f G=a r' n e4 have read this land owner's agreement and do hereby agree to abide by the
stipulations and restrictions as specified herein.
Lessee
1 Ij
Date
1
I. coa LIalf Act have trail this land owned a ment and d by gree to abide by the
1 stipulations and restrictions as specified herein. C
Permittee
Date
22of25
1 �r

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
R041--u-51 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
TO: NV CF2� N LtNTAL k�AIrT
s ;:CYCLiN(e INC.
i�T 1 - ." CX
ADVANCz". i,,C 2? CIL o— V1,4131
DATE OF REPORT ; ,+ / 1.., 4 / 4 .'f PAGE 1
SAMPLES
SUBMITTED
GROWER: !.::RAF-ST GA NEY 0#.C2-387 BY:
C IJ 7
@ A
P8
ACCT a 451,9
J COAT'C'S j.JATN MIL_L5
DATE r:ECl-1Vf-.0
SOIL ANALYSIS REPORT 1)Af.-: (,; Ai,<ALYS 1
/^
T
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
HYDRO-
Cation
LAB
MATTER
GEN
Exdlanp
BASE SATUPERCENT
RATION (COMPUTED)
P 1
P2
K
Mg
Ca
Na
X
X
X
y X
,
SAMPLE
NUMBER
X
ENR':
(Weak, Bray)
• ,
NoHCO3 P _
-
r •.
, ....
.:.
_ ...
4
:..
SOIL
BUFFER
e. ' ri
r
; r ,
H:t
Capacity
C.E.C.
NUMBER
RATE'. Ibs /A"
..:
PPtu `P. RATE
ppto-P RATE '?
o, ppllrK, RATE
DPMh RATE
: DPnFG RATE. • ?
.. Plrti Na RATE
• pH ;
T " NI.
11
ntK 1 f0;
III (1
' w , 0QB
r., K F l •
" M=
Ca
-N
Na
1
J121
1.1) 7 1 L
36, Vit
ya Vi
10 V
L Ir VL
60 VL
30 L
4.:
6 8
1.6
2.2
1.2
6.1
17
73.1
6 G
SAMPLE
NUMBER
1
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
MOLYB-
PARTICAL SIZE ANALYSIS
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM
Ho3
ppm•NO3•NRATE
S
ppraSRATE
Zn.
PPm-ZnRATE
Mn '
pp"nRATE
Fe
Dpm—FeRATE„
CO
: ,ppmCeRATE
- : B ;.'
' pplo-B.HATE�'�
LIME
'RATE'
..
t •minhoshmRATE'
CI
.. ppnt-CI RATE
Mo
ppartnoRATE
o
/o
SAND
%
SILT
.
/o
CLAY
SOIL
TEXTURE
1. 4 L
7 V
1 g
t1.7 P
•
This report applies only to the samples) tested. Samples ate retained
a maximum o Ifty days after testing.
A ST CULTURAL LAB RIES, INC.
t tn➢li 10I-AI Irvt1.VL...t.,'"(VL)......—I• M1....... 1m), 11...E ..... Vtc14........(V1q, 11 ... 1—UNt V.., .... ......... IPLV I--SULT'.—vt, tBV.—.,, .;ONv—,, to LUS..- nn—FAL P.,a ii i

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] • Fax No. [phone]
R091-03'1 11 T'L
SEND SUBMITTED SAMPLES
AGCT # 45129
TO: GROWER: BY:
ENVIRONMENTAL WASTE ERNEST GAINEY 0#22385 3 COATES—ERWIN MILLS
RECYCLI NG, I NC. CU 7
RT i •- BOX 2—A-200
ADVANCE NC 27006-9801
DATE OF REPORT PAGE SOIL ANALYSIS REPORT DATE RECEIVED 03 /31 /94
t?4/�15/94 1 DATF_. OF ANALYSIS 04/01 /94
SAMPLE
LAB
Nitrogen
Phos-
Potas-
Sulfur
Calcium
Mag-
Sodium
Iron
Aluminum
Manga-
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
%N
phorus
sium
o
%S
o
/oC
nesium
Na
ppm Fe
ppm Al
nese
ppm Cu
ppm Zn
Nitrogen
Nitrogen
%P
%K
%Mg
ppm
ppm Mn
ppm
ppm
1
01219
LAB
Cadmium
Chro-
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
NO.
ppm Cd
mium
ppm Cr
ppm Ni
ppm Pb
ppm As
ppm Hg
ppm Se
Nitrogen
%
pH
C.E.C.
(meg/100g)
01219
< 0. 1
< 1
2
MEHLI
CH EX
RACTI
N
Values on this
report ar
the total
mount of
the sampl
ppm =
r.
mg/kg %
= 10,000
r mg/kg
Our reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This report applies only to the safnple(s) to ted. Samples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retar�A
xi m ot�kftej
A &S N ABC 3W!_FVkS, INC.

I
i
I�
I AGRONOM/ST REPORT
THE CITY OF DUNN, NC
LI AGRICULTURAL UTILIZATION
LAND APPLICA T/ON OF B/OSOL/DS .
' The use of municipal and/or industrial wastewater sludges in the agricultural
community as a fertilizer supplement to grow crops is a common biosolids
management practice utilized by cities "and industries nationwide and abroad. The
' organic matter, nutrients (micro and macro) and in some cases lime, will, when used
in a properly managed program, serve as a soil amender and fertilizer source at a
tremendous cost savings to the farmer.
Few biosolids will provide all of the nutrients and lime required for ideal hay and crop
production. The City of Dunn biosolid, when applied at full agronomic rates, will
' provide all of the hay and crop requirements for nitrogen and phosphate. It provides
only a portion of the potash, but is a good source of the micronutrients sulfur, zinc,
copper and magnesium. Experience and research consistently demonstrate that even
with sub -optimal precipitation most crops will respond markedly to biosolid
applications.
' As with any agricultural practice, soil pH is very important to monitor and adjust when
necessary for proper nutrient utilization. For biosolids applications, it is recommended
that the soil pH be adjusted to about 6.0 - 6.5 to ensure proper nutrient utilization.
I� Several of the proposed sites soil tested at below 6.0 and will therefore need to be
adjusted. EWR will make the necessary arrangements to see that the proper amount
of lime is applied based on recommendations Jor this region.
Loading rate recommendations and agronomic suggestions for various crops produced
in the region are detailed in the following pages.
--, L--LLi . �..�...
David J. Wanucha
Technical Services

SUGGESTED AGRONOMIC APPLICATION RATES FOR:
PLANT AVAILABLE NITROGEN (PAN), PHOSPHATE (P205),
AND POTASH (K20)
I'
CROP
AVERAGE
PAN
P 'O
K20
YIELD/AC.
(Ibs/ac.)
(Ibs/ac.)
(Ibs/ac.)
Corn Grain
100 bu.
13 I0
1
- 160
-100
50
Corn Silage
20 tons
180
- 220
120
120
Cotton
1500 Ibs.
70
- 100
40
45
Small Grains
65 bu.
80 - 100
20
40
Soybeans
45 bu.
1
139 - 170
80
40
Fescue,
Timothy,
4.0 tons
100
- 250
45
90
Orchard -
Grass Hays
Coastal
4.0 tons
180
- 300
40
160
Bermuda
Sorghum,
Millet, Sudan,
(23 tons)
180
- 220
80
80
& Hybrids
(65 bu.)
(Silage,Grain)
bu. = bushels P205 = (P) (2.29) K20 = (K) (1.2)
Suggested rates are based in part on th i following references:
Crop Fertilization Based on North Carolina Soil Tests, NCDA, Agronomic
Division.
NCSU, College of
Agriculture and Life Science.
General Guidelines for Land Treatment of Sludge, WRRI, NCSU, 1983.
1
Agronomy Handbook, A&L Agricultural Laboratories, Richmond VA.
Soils, 5th Edition, R.L. Donahue, R.W. Miller, J.C. Shickluna, Prentice -Hall,
Inc., Englewood Cliffs, NJ, 1983.
Land Application of Wastewater Sludge, American Society of Civil
Engineers, NY, NY, 1987. ;

AGRONOMIC SUGGESTIONS FOR
COASTAL BERMUDA GRASS
Nitrogen Loading 180 to 350 pounds per acre - FOR ANNUAL MAINTENANCE.
Whenever possible, biosolids that are applied several times during the year will give
the best results on Bermuda Grass that is cut for hay. Split applications should be
' about 33% before the first cut and the balance after each cutting. For pasture, (PAN)
may be reduced by up to 25% and still maintain adequate grass production. Livestock
shall not be allowed to graze for thirty days after residual applications. Cut hay is
suitable for the livestock feed market.
so

u
SOIL SCIENTIST REPORT
r THE CITY OF DUNN, NC
AGRICULTURAL UTILIZATION
LAND APPLICA TION OF BIOSOLIDS
i The predominate soil types encountered on the proposed application sites are
Autryvill'e and Wagram. Generally speaking, the above soil types are excellent soils
for biosolids applications -at agronomic•r:ates. They are deep, well drained, soils of the
(! Coastal Plains.
Applying biosolids at agronomic rates means applying only enough to meet the
nitrogen requirements of the crops to be grown. This is similar to what is done by
homeowners and farmers who fertilize their lawns and crops every year; only with
biosolids applications, buffer zones are . employed- to protect surface water and
groundwaters. In addition to buffer zones, the slow release nature of organic nitrogen
(mineralization) ensures groundwater protection. Only small amounts of the available
forms of nitrogen are released into the soil solution over several months, allowing the
crops to utilize it throughout the growing season. Because of this, groundwater
monitoring wells will not be necessary.. Chemical fertilizers, on the other hand,
contain forms of nitrogen which are readily available and _cannot be assimilated by
plants all at once. This increases the chances of groundwater ;pollution by nitrates.
A brief description of each soil. is provided below. The information was derived from
the Sampson and Cumberland County Soil Surveys and verified through field
investigations by advancing a hand auger to a depth, of 3 - 4 feet. The field hand
auger borings are indicated on the site map with x's: Descriptions of the borings are
provided on the enclosed site evaluation sheets. Soil samples were taken from each
field and the analysis are enclosed.
AUTRYVILLE SERIES
This soil has a brown sand surface about 10 inches thick. The subsurface is
to a depth of about 66 inches and is pale brown to yellowish brown sand and
sandy loam.
Permeability is rapid > 6"/hr (upper 23"). The shrink swell potential is low. The
seasonal high water table is 4 - 6 feet. Bedrock is greater than 4 feet and there
` are no restrictive soil horizons less than 4 feet from surface.

FA
WA GRAM SERIES
In a representative profile the surface layer is dark grayish -brown loamy
sand about 8 inches thick. The subsurface layer is light yellowish -brown
loamy sand 20 inches thick. The subsoil is 50'inches thick. In the upper
5 inches, it is yellowish -brown sandy loam. In the next 39 inches, it is
yellowish -brown sandy clay loam that has mottles in shades of red,
brown, and gray. In the lower 6 inches, it is yellowish -brown and pale -
brown sandy loam that has yellowish -red mottles. The underlying
material, to a depth of 100 inches, is brownish -yellow and yellowish -red
loamy sand.
Wagram soils are low in natural fertility and organic -matter content.
Permeability is greater than 6.3"/hr (upper 25"). The available water
capacity is low, and the shrink -swell potential is low. The seasonal high
water table is below a depth of 5 feet. There are no restrictive soil
horizons or bedrock less than 4 feet from surface.
This project will provide valuable organic matter and nutrients to the: proposed sites
without creating any negative public health or environmental impact. The organic
nitrogen in the biosolid is less likely to cause groundwater pollution than chemical
nitrogen fertilizers because available forms of nitrogen are mineralized slowly overtime.
The well drained, deep soils are suitable for biosolid applications at agronomic rates.
David J. Wanucha .
Technical Services

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St .te-6f iNorth Carolina
Department of Environment,Q,
Health and Natural Resource;.a� AUG ���� � 4 • •
.k ' 1994 .
Division of Environmental Management
GEMENT
James B. Hunt, Jr., Governor yETy VILLE REG.
Jonathan B. Howes, Secretary . F�vE��E� p E H N F1
A. Preston Howard, Jr., P.E., Director
August 8, 1994
Carl G. Dean, City Manager
City of Dunn
Public Works Department
Dunn, NC 28335
Subject: Pere.. .qo. WQ0006101
City .of Dunn -
Land Application of Wastewater Residuals
Harnett County
Dear Mr. Dean:
We are forwarding herewith Permit No. WQ0006101 as amended, dated August 8, 1994, to the
City of Dunn for the continued operation of a wastewater residuals land application program. The purpose
of -this modification is to revise the incorrect permit numbers shown on the cover of the most recent
revision of the subject permit.
This permit shall be effective from the'daie of issuance until June 30, 1997, shall void Permit No.
WQ0006101 issued July 7, 1994, 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.
If any parts, requirements, or limitations contained in.this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. Ray Cox at (919) .
733-5083.
L"E
Sincerely,
A. Pres4 Howard, fr., P.E.
Harnett County Health Department
Sampson County Health Department
Cumberland County Health Department
Environmental. Waste Recycling
Fayetteville Regional Office, Water Quality Section
Fayetteville -Regional -Office, -Groundwater_ Section-
Jack Floyd, Groundwater Section, Central Office
Training and Certification Unit (No Revised Rating)
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH 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
The City. of Dunn
Harnett County
FOR THE
continued operation of a wastewater residuals land application program consisting of-the.application of
approximately 206 dry tons per year of residuals from the City of Dunn wastewater treatment facility to
approximately 514 acres of land in Harnett, Sampson and Cumberland Counties, with no discharge of
wastes to the surface waters, pursuant to the application received on May 2, 1994, and in conformity with -
the project plan, specifications, and other supporting data subsequently filed, and approved by the
Department of Environment, Health and Natural Resources and considered a part of this permit.
.This permit shall be effective from the date of issuance until June 30; 1997,-shall void Permit No.
WQ0006101 issued July 7, 1994, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. The Fayetteville Regional Office, telephone number 910/486-1541, and the appropriate
local governmental official (county manager/city manager) shall be notified at least twenty-
four (24) hours prior to the initial application of the residuals to a site so that an inspection
can be made of the application sites and application method.,. Such notification to the
regional supervisor shall -be made during the normal_ office hours from 9:00 a.m. until-5:00
p.m. on Monday through Friday, excluding State Holidays. In addition, the Sampson
County Manager's office, as well as the Cumberland County Manager's .office, must, be
notified prior to the initial application in each respective county so that they will be aware
that the operation has commenced.
2. This permit shall become voidable if the soils fail to adequately assimilate the wastes and
may be rescinded.unless the sites are maintained and operated in a manner which will
protect the assigned water quality standards of the surface waters and ground waters. 11
3. The 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 or groundwaters resulting from the operation of this program.
5. In the event that the land application'program is not operated satisfactorily, including the
creation .of nuisance conditions, the Permittee shall cease applying residuals to the sites and
take any immediate corrective actions as may be required by the Division.
6. Some of the buffers specified_below may not have been included in previous permits for
this land application operation. -However, any sites or fields that are included in this
permit, but were approved with different applicable buffers 'shall.be reflagged to comply
with the below buffers. The following buffer zones shall be maintained:
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 DEM 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 100feet upon written consent of the owner and the
appropriate .DEM 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) 100 feet from property lines for both surface- and subsurface application methods;
however, this requirement may be:reduced to 50 feet upon written concurrence from the
adjoining property owner and the appropriate-DEM regional office, .
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,
i)'. 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both application methods.
7. 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.
8. Specific residual application area boundaries shall be clearly marked on each site prior to
and during application.
9. - No residuals at any time shall be stored at any application site, unless approval has been
requested and obtained from the Division of Environmental Management..
10. Maximum slope for residual application shall be 10% for surface application and 18% for
subsurface applications.
1 L . 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 503.32(b), and one'of vector attraction reduction requirements
in 40 CFR Part 503.Amust 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 must be submitted including -all test results and calculations.
2.

IL' OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and application sites shall be properly maintained and operated at all. times..
2. A suitable vegetative cover, as listed in condition H 4, shall be maintained in accordance
with the crop management plan outlined by the local Extension Office of the Department of
Agriculture, or the Soil Conservation Service, or other agronomist, and approved by this
Division.
3. An acceptable pH. must be maintained in
the soil, residual and .lime mixture, greater than
6.0, on all land application sites to insure optimum yield for the crop(s) specified below.
The agronomist shall provide information on the pH best suited- for the specified crop and
the soil type.
4. The application rates shall not,exceed the following for the specified crops:
Crop,-
PAN abJacre/Xrr
Alfalfa
200
Bermuda Grass (Hay, Pasture)
220
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
70
Fescue
250
Forest (Hardwood & Softwood).
75
Milo
100.
Small Grain (Wheat, barley; oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220 ..
Soybeans
200
Timothy, Orchard, & Rye Grass
200
5. No residuals other than the following
are hereby approved for land application in
accordance with this permit:
Permit Estimated
Source County
Number Volume (dry tonslyear)
City of Dunn Black River WWTP Harnett NC0043176 . 206
6. 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
Chromium
3,000)
2,677
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum '
----
----
Nickel
420
374
Selenium
100,
89
Zinc
2,806
2,498
3

7. The pollutant concentrations in the residuals which will be applied to the land shall not
exceed the following Ceiling Concentrations (Dry Weight Basis):
Parameters
me ft
Arsenic
75
Cadmium
85
Chromium
3,000
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
8. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified land application/residuals operator to be in responsible charge (ORC) of
the land application program. The operator must hold a certificate of the type classification
assigned to the land application program by the Certification Commission. The Permittee
must also employ a certified back-up operator of the appropriate type to comply with the
conditions of Title 15A NCAC 8A, .0202.
9. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored residuals into any surface waters.
10. Surface applied residuals will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established.
11. 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 must be incorporated into the
soil within twenty-four (24) hours after application.
12. Appropriate measures must be taken to control public access to the land 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.
13. 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.
14. 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 of Environmental Management.
15. Residuals shall not be applied to any land application site that is flooded, frozen or snow-
covered.
16. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by
the Division.
17. 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.
4

18. 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.
19. Food crops with harvested parts that touch the residual/soil mixture and are totally above
the land surface (ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for
14 months after residuals application.
.20. 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 (4)-months or longer prior to
incorporation into the soil.
21. 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 (4) months prior to incorporation into the soil.
22. Turf shall not be harvested for 1 year after residuals application if the turf is to be placed on
land with a high potential for public exposure.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue ,
analyses) deemed necessary by the Division of Environmental Management 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 #)
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 gallonstacre, dry tons/acre or kilograms/hectare
) 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, chromium, copper, lead, mercury, molybdenum, 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.
of 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
Calcium
Copper
Magnesium
Base Saturation (by calculation)
Cation Exchange Capacity
Manganese Potassium
Percent Humic Matter. Sodium
pH Zinc
Phosphorus
G1

The Standard Soil Fertility Analysis (see above) and an analysis for the following metals
shall be conducted once prior to permit renewal on soils from each site which has received_
sludge during the permit cycle.
Arsenic
Cadmium
Chromium
Lead Nickel
Mercury Selenium
Molybdenum
4. A residuals analysis will be conducted annually from the date of permit issuance by the
Permittee and the results 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 will be
required for each instance of land application.
The residuals analysis shall include but is not necessarily limited to the following
parameters:
Arsenic
Aluminum
Cadmium
Ammonia -Nitrogen
Chromium
Calcium
Copper
Nitrate -Nitrite Nitrogen
.Lead
% Total Solids
Mercury
pH
Molybdenum'
Phosphorus
Nickel
Plant Available Nitrogen (by calculation)
.Selenium
Potassium
Zinc
Sodium
Magnesium
TKN
After the residuals have been monitored for two years at the above frequency, the Permittee
-may submit a request to the Division for a permit modification for the reduction of the
frequency of monitoring for pollutant concentrations and' for the pathogen density
requirements, but in no case shall the frequency of monitoring be less than once per year
when residuals are applied to the land.
5. All residualsincluded in this permit -must be monitored annually from the date of permit
issuance, for :compliance with condition 111 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. requirementsand 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.
After the residuals have been monitored for two years at the above frequency, the Permittee
.may request a permit modification for the reduction of the frequency of monitoring for
pollutant concentrations and for the pathogen.density requirements, but in no case shall the
frequency of monitoring be less than once per year when residuals are applied to the land.
R

6. Three copies of all 'required monitoring and reporting requirements as specified in
conditions III,1, III 2, III 3, III 4 and III 5 shall be submitted annually on or before March
1 of the following year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535 -
Raleigh, NC 27626-05�5
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number 910/486-1541, 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.
E
c. 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 15 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. No land application of waste activities . shall - be undertaken when the
seasonal high water table is less than three .feet below --the land _surface.
.2. The COMPLIANCE BOUNDARY for, the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and -Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 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 temediation action in addition to.
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary'and the perimeter of the
Waste disposal area. Anyexceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee:
7

V..
►IAI
3. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
INSPECTI
1. 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 log or summary including at least the
date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of five years from the date 'of the inspection and shall be made available to the
Division of Environmental Management or other permitting authority, upon request.
2. Any duly authorized officer, employee, or representative of the Division of Environmental
Management 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.
GENERAL CONDITIONS
1. 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 is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not automatically transferable. In the event, that. there is a desire for the
facilities to change ownership or a name change. of the Permittee, a formal permit request
must be submitted to the Division of Environmental Management accompanied by an
application fee, 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 are approved sites for residuals application (see attached inap(s)):
Application -Area [acres]
Site No: Owner/Lessee (excluding -buffers)
HA2-1
R. Dewayne Weeks
HA2-2
R. Dewayne Weeks
HA2-3
R. Dewayne Weeks
HA2-4
R. Dewayne Weeks
HA2-5a
R. Dewayne Weeks
HA2-6
R. Dewayne Weeks
HA3-1 .
Carl Hamilton, Jr.
SA6-1
Wade Lee Barefoot
CU7-1
David Raynor
.TOTAL AVAILABLE ACRES
�3
34.1
69.1
56.7
66.3
78.8
49.8
90.1
23.9
45.1
513.9

a These land application sites are partially covered in soils having_ a seasonal high water
table at depths ranging from one (1) to two (2) feet below land surface. Therefore, no
residuals shall be applied to this field during the period from December through March,
inclusive.
5. Failure to abide by the conditions. and limitations contained in. this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and compliance fee must be paid by the Permittee within thirty
(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 15 NCAC 2H .0205
(c)(4)•
7. 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.
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. This permit may ' be modified; or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Environmental Management deems
necessary in order to adequately protect the -environment and public health.
10. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect. The land owner agreements are considered -
expired concurrent with the expiration date of the permit and must be renewed at the same
time the permit -is renewed.
' Permit issued this the 8th day of August, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston oward, Jr., P ., Director
Division o nvironmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0006101
Z

State of North Carolina
-y Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Carl G. Dean, City Manager
City of Dunn
Public Works Department
Dunn, NC 28335
a
RXA
1•s
IDEH5,NR
July 7, 1994x_
Me
ENV. MANAGEMENT _
Subject: Permit No. WQ0006106
City of Dunn
Land Application of Wastewater Residuals
Harnett County
In accordance with your application received on May 2, 1994, we are forwarding herewith Permit
No. WQ0006106 as amended, dated July 7, 1994, to the City of Dunn for the continued operation of a
wastewater residuals land application program. The purpose of this modification is to add two new land
application sites (an additional 69.0 acres) for a total of 513.9 acres.
This permit shall be effective from the date of issuance until June 30, 1997, shall void Permit No.
WQ0006106 issued July 7, 1992, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring and reporting requirements contained in his
permit. Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. Ray Cox at (919)
733-5083.
[E
Sincerely, n
�. I
A. Prestj Howard, Jr., P.E.
Harnett County Health Department
Sampson County Health Department
Cumberland County Health Department
Environmental Waste Recycling
etteville Regional Office, Water Quality Section
�-�- ..
FayettvillerRegional Off ce, Groundwater Section
Jack Floyd, Groundwater Section, Central Office
Training and Certification Unit (No Revised Rating)
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An. Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
�ENVIRONMENTAL MANAGEMENT COMMISSION
.DEPARTMENT OF ENVIRONMENT, HEALTH' AND NATURAL RESOURCES
RALEIGH
RESIDUALSLAND -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
The City of Dunn
Harnett County
FOR THE
continued operation of a wastewater residuals land application program consisting of the application of
approximately 206 dry tons per year of residuals from the City of Dunn wastewater treatment facility to
approximately 514 acres of land in Harnett, Sampson and Cumberland Counties, with no discharge of
Wastes to the surface waters, pursuant to the application received on May 2, 1994, and in conformity with
the project plan; specifications, and other supporting data subsequently filed and approved by the
Department of Environment, Health and Natural Resources, and considered a part of this permit.
This. permit shall be effective from the date of issuance until- June 30, 1997, shall void Permit No.
WQ0006101 issued July 7, 1992, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. The -Fayetteville Regional Office, telephone number 910/486-1541, and the appropriate
local governmental official (county manager/city manager) shall be notified at least twenty-
four (24) hours prior to the initial application of the residuals to a site so that an inspection
can be made of the application sites'and application method. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays. In addition, the Sampson
County Manager's office, as well as the Cumberland County Manager's office, must be
notified prior to the initial application in each respective county so that they will be aware
that the operation has commenced..
2. This permit shall become voidable if the soils fail to adequately assimilate.the wastes and
may be rescinded unless the sites are .maintained and operated in a manner which will
protect the assigned water quality standards of the surface waters and ground waters. .
3. The 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 or groundwaters resulting from the operation of this program.
5. In the event that the land application, program is not operated satisfactorily, including the
.creation of nuisance conditions, the Permittee shall cease applying residuals to the sites and
take any immediate corrective actions as may be required by the Division.
6. Some of the buffers specified below may not have been included in previous permits for
this land application operation. However, any sites or fields that are included in this
permit, but -were approved with different applicable buffers shall be reflagged to comply
with the below buffers. The following buffer zones shall be maintained:
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 feetupon written consent of the owner and approval .from the
appropriate DEM 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 DEM 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) 100 feet -from property lines for both surface sand subsurface application, methods;
however, this requirement may be reduced to 50 feet upon written concurrence from the
adjoining. property owner and the appropriate DEM regional office,
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,
i)'25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both application methods.
7. 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.
8. Specific residual application area boundaries shall be clearly marked on each site prior to
and during application.
9. No residuals,at any time shall be stored at any application site,unless approval -has been
requested and obtained from,the Division of Environmental Management.
10. Maximum slope for residual application shall be 10% for surface application and 18% for
.subsurface applications.
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 503.32(b), and one of vector attraction reduction requirements
in 40 CFR Part 503.33 must 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 must be submitted including all test results and calculations.
2

II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and application sites shall be properly maintained, and operated at all times.
2. A suitable vegetative cover, as listed in condition II 4, shall be maintained in accordance
with the crop management plan outlined by the local Extension Office of the Department of
Agriculture, or the Soil Conservation Service, or other agronomist, and approved"by this
Division.
3 An acceptable pH, must be maintained in the soil, residual and lime mixture, greater than
6.0, on all land application sites to insure optimum yield for the crop(s) specified below.
The agronomist shall provide information on the pH best suited for the specified crop and
the soil type.
4. The application rates shall not exceed the following for the specified crops:
Crop PAN ab./acre/yr.)
Alfalfa
200
Bermuda Grass (Hay, Pasture)
220
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
70
Fescue
250
Forest (Hardwood & Softwood)
75
Milo
100
Small Grain (Wheat, barley, oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220-
Soybeans
200
Timothy, Orchard, (& Rye Grass 200
5. No residuals other than the following are hereby approved for land application in
accordance with this permit:
Permit Estimated
Source County Number Volume (dry tons/year)
City of Dunn Black River WWTP - Harnett NCO043176 . 206
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Kilograms Pounds
Parameters Der Hectare Der Acre
Arsenic .
41
36
Cadmium
39
34
Chromium
3,000
2,677
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
3

7. The pollutant concentrations in the residuals which will be applied to the land shall not
exceed the following Ceiling Concentrations_ (Dry Weight Basis):
Parameters mgU, `
Arsenic 75
Cadmium .85
Chromium 3,000
Copper 4,300
Lead 840,
Mercury 57
Molybdenum 75
Nickel 420
Selenium 100
Zinc 7,500 .
8. Upon classification of the facility by the Certification ;Commission, the Permittee shall
employ a certified land'application/residuals'operator to be in'responsible charge (ORC) of
the land application program. The operator must hold a certificate of the type classification
assigned to the land application program by the Certification Commission: The Permittee
must also employ..a certified back-up operator of the appropriate type to comply with the
conditions of Title 15A NCAC 8A, 0202.
9. , Adequate, procedures shall be provided to prevent surface runoff from. -carrying any
disposed or stored residuals into any surface waters.
10. - Surface applied residuals will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established.
11. 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 must be incorporated into the
soil within twenty-four (24) hours after application.
12., Appropriate measures must,be taken to control .public access to the land 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.
11 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.
14. Residuals shall not be applied in.. inclement -weather or until. 24hours following a rainfall
event of 1/2, inch or greater in 24 hours. Any�einergency residuals disposal measures must
first be approved by the Division of Environmental Management.
15. Residuals shall not be,appliedto any land application site that is flooded, frozen or snow-
covered.-
16. Residuals shall not be applied at rates greater .than agronomic rates, unless authorized by
the -Division.
17.. 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.
4

18.. 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.
19. Food crops with harvested parts that touch the residuallsoil mixture and are totally above.
the land surface (ex. tobacco, melons,- cucumbers, squash, etc.) shall not be harvested for
14 months after residuals application.
20. - 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 n the land surface -for four (4) months or longer prior to
incorporation into the soil.
21. 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 (4) months prior to incorporation into the soil. _
22. Turf shall not be harvested for 1 year after residuals application if the turf is to be, placed on
land with a high potential for public exposure.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division of Environmental Management 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 recordsshall 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 #)
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, chromium, copper, lead, mercury, molybdenum, 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
of 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 Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Phosphorus
"Base Saturation'(by calculation)
Cation Exchange -Capacity
R

The Standard Soil Fertility Analysis (see above) and an analysis for the following metals
shall be conducted once prior to permit renewal on soils from each site which has received
sludge during the permit cycle.
Arsenic
Cadmium
Chromium
Lead Nickel
Mercury Selenium
Molybdenum
4. A residuals analysis will be conducted annually from the date of permit issuance by the
Permittee and the results 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 will be
required for each instance of land application.
The residuals analysis shall include but is not necessarily limited to the following
parameters:
Arsenic
Aluminum
Cadmium
Ammonia -Nitrogen
Chromium
Calcium
Copper
Nitrate -Nitrite Nitrogen
Lead
% Total Solids
Mercury
pH
Molybdenum
Phosphorus
Nickel
Plant Available Nitrogen (by calculation)
Selenium
Potassium
Zinc
Sodium
Magnesium
TKN
After the residuals have been monitored for two years at the above frequency, the Permittee
may submit a request to the Division for a permit modification for the reduction of the
frequency of monitoring for pollutant concentrations and for the pathogen density
requirements, but in no case shall the frequency of monitoring be less than once per year
when residuals are applied to the land.
5. All residuals included in this permit must 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.
After the residuals have been monitored for two years at the above frequency, the Permittee
may request a permit modification for the reduction of the frequency of monitoring for
pollutant concentrations and for the pathogen density requirements, but in no case shall the
frequency of monitoring be less than once per year when residuals are applied to the land.
R

6. Three copies of all required monitoring and reporting requirements as specified in
conditions III 1, III 2, III 3,11I 4 and 1115 shall be submitted annually on or before March
1 of the following year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number 910/486-1541, 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.
c. 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:
a. 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 15 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. No land application of waste activities shall be undertaken when the
seasonal high water table is less than three feet below the land surface.
2. The COMPLIANCE BOUNDARY,for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 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 in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a 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
remediation action on the part of the permittee. ,,
7

3
3. 'Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
L 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 threatto human health, or a
nuisance. The Permittee'shall maintain an inspection log or summary including at least the
date and time of inspection, observations made; and any maintenance, _repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained .by the Permittee
for a period of five years from the date of the inspection and 'shall be made available to the
Div'ision.of Environmental Management or other permitting authority, upon request.
2. Any duly, authorized officer, employee, or representative of the Division of Environmental
Management 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
1. 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 "is effective only with respect to the nature and. volume -.of wastes described in
. the application and other supporting data. „ ^
3. This permit is not automatically transferable. In the event that there is a .desire for the
facilities to change ownership or a name change of the Permittee, a formal permit request
must be submitted to the Division of Environmental Management accompanied by an
application fee, 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 are approved sites for residuals application (see attached map(s)):
Application Area [acres]
HA2-1
R. Dewayne Weeks
34.1
HA2-2
R. Dewayne Weeks
69.1 .
HA2-3
R. Dewayne Weeks
56.7 -
HA2-4
R. Dewayne Weeks
66.3
HA2-5a
R. Dewayne Weeks
78.8
= HA2-6
R. Dewayne Weeks
49.8
HA3-1
Carl Hamilton, Jr.
90.1
= SA6-1
Wade. Lee Barefoot
'23.9
CU74
David. Raynor
45:1
TOTAL AVAILABLE ACRES
513.9
8.
f

a These land application sites are partially covered in, soils having a seasonal high water
table at depths ranging. from one ,(1) to two (2) feet below land surface.. Therefore, -no
residuals'shall be applied to this field during the period from December, through March'.
inclusive.
.5. Failure to abide by the conditions and, limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and compliance fee must be, paid by the Permittee within thirty
(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 15 NCAC 2H .0205
(c)(4)
7. The issuance of this permit does not preclude the Permittee from complyingwith any and
all statutes,. rules, regulations,. or ordinances which may be -imposed by other. government
agencies (local, state, and federal) which have jurisdiction..
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request. its
extension.,- Upon receipt of the request, the Commission will review the adequacy of the
--facilities described therein, and if warranted, -will extend the permit for such period of time
_ and under such conditions -and limitations as it may deem appropriate.
9. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Environmental Management deems
necessary in order to adequately protect the environment and public health.
10. This permit shall become voidable unless the -agreements between the Permittee and the
landowners/lessees are in fullforce and effect. The land owner agreements are considered
expired concurrent with the expiration date. of the permit and must be renewed at the same
time'the-permit is renewed.
Permit issued this the 7th day of July; 1994
NORTH CAROLINA.ENVIRONMENTAL MANAGEMENT COMMISSION
Al
A. Presto oward,-Jr., .E., Director
Division nvironmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0006101
9

permit issued this the 7th day of July,1992
wnR M CAROU NA ENVIROI !
AL MANAGEMENT COMMISSION
A. Preston How g Director
Livision of &Ivilunental Management.
wManagement Commission
..By Authority of the Environmental
Permit No. WQ0006101
a
9

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UaL
I
VICINITY MA
-HA 2
R. DEWAYNE WEEKS
4 man
51

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It
.1
TOPOGRAPHIC MAP _
1" = 660'
HA 2 - 1.2
DEWAYNE WEEKS
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x
1777
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IP9

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i
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r
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;_
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_ TOPOGRAPHIC MAP
' 1" 660'
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DEWAYNE WEEKS

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Jt Q -�_
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.916
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HA 2 - 5
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DIVISION OF ENVIRONMENTAL MANAGEMENT _.
4--June 13; 1`994� j ,
i
![SHOR�HD DH �
TO: Coleen Sullins, Unit Supervisor I-
Permits and Engineering Unit
i
FROM: Grady Dobson, Environmental Engineer
Fayetteville Regional Office
i
SUBJECT: Permit Amendment i
Permit No. WQ0006101 ! !
Land -Application of Sludge
Harnett County
I
Please find enclosed the staff report and recommendations concerning the
subject permit amendment.
If you have any questions or require any further information, please
advise.
I;
GD/tf
Enclosure !
.I
i

SOC PRIORITY PROJECT: Yes No x
If Yes; SOC No.
TO: Permits and Engineering Unit �^
.Water Quality Section
Attention: Rav Cox
June 13, 1994
-
NONDISCHARGE STAFF REPORT AND RECOMMENDATIONS
County Harnett j
Permit No. W00006101
PART I. GENERAL INFO MATION
I ;
1. Facility and Address.: City of Dunn
Public Works .Department)
Dunn, NC 28335
2. Date of Investigation: 4/234/94
I
3. Report Prepared By: Grady Dobson, Environmental Engineer, FRO
4. Persons Contacted and -Telephone Number: Joe Campbell, [phone]
5. Directions to Site: (See staff report.)
:i
6. Size (land available for expansion and upgrading)!: 20 acres
i
7. Topography (relationship to 100-year flood plain ':included):
Attach a USGS map extract and.indicate facility 'site.
USGS Quad No.: F 24 SW USGS Quad Name:Erwin, NC
Latitude: 350 17' 31" Longitude: 781 4I1' 09"
S. Any buffer conflicts with location of nearest dwelling and water supply:?
Yes No � If Yes, explain:
-9. Receiving Stream: Cape Fear River
a. Stream Classification: WS III
b. River Basin and.Subbasin No.: Cape Fear 1 '03-06-18
C. Distance to surface water from disposal system:
Approximately 350 feet.
I„

{
I
Nondischarge Staff Report 'and Recommendations
Page 2
PART_ II - DFSCRIPTION OF WASTES AM WORES
1
Y. a. volume: 3.0 MGD'(Design Capacity).
Residuals: �206 dry tons_ perjyear
b. Types and quantities of industrial wastewater: Less than 1%.
C. Pretreatment Program (POTWs only) N/A
in development approved,'
should be required not needed xx .
i
2. Treatment Facilities:
a. What is the current'permitted capacity of ithe facility? '3.0 MGD
b. What is the actual treatment capacity of the current facility
(design.volume)? 3.0 MGD
_ t
C. Please provide a description of existing or substantially -
constructed wastewater treatment facilities: (See staff report.)
d. Please provide a'description of proposed astewater treatment
facilities:. N/A I ;
3. Residuals handling and utilization/disposal scheme:
a. If Residuals are being land applied, pleas1e specify DEM permit
No. W00006101.
Residual Contractor Environmental Waste Re'cvclina (EWR1
I
Telephone -No. 800-476-8184'
b. Residuals stabilization: PSRP x. PFRP Other
c.. Landfill: N/A
d. other disposal/utilization scheme (Specify )= N/A
I
4. Treatment plant classification (attach completed rating sheet):
5. SIC Code(s):
Primary: �01Secondary:
Main Treatment Unit Code: 05 0 0 1 1
I
i - •

Nondischarge Staff Report and Recommendations ;
Page 3
PART III -. OTHER PIM32CM MNF+OWIATIOF
1. Is this facility being constructed with Construction Grants Funds
(municipals only)? N/A
2. Special monitoring requests: N/A
3. Important SOC, JOC, or Compliance Schedule,datels'(please indicate):
Date
Submission of Plans and Specifications .!. N/A_
Begin Construction .� N/A
Complete Construction . . . . . . . . . .i N/A.
4. Other Special Items: I,
Soils Information: The soils information provided for the proposed
land_application sites regarding their suitability; to receive the waste
sludge is discussed in detail in the submitted land -application package.
Overall, the site(s) to be utilized for sludge application appears
suitable -provided the proper management and farming practiceslare
implemented-.. Mr. Vincent Lewis, Soils Scientist, Wilmington Regional
Office, accompanied Mr. Dobson on the site investigation. Mr. .Lewis
concurred with the soils information in the application package (see`
attached letter).
Land .Use: All sites, approximately 69 acres, are typical, privately -
owned farm-opeations with regional crops of corn; soybeans, wheat,
Coastal Bermuda grass, etc. The site specific information for each site .,
is described in the permit.application package.
Type of Waste to be Applied:
j
1. origin of Sludge: The sludge is a by-productiof wastewater
treatment from the City of Dunn's 3.0-MGD wastewater treatment
plant. I
i
2. Volume of -Sludge: -According to data supplied`by EWR on behalf of
the City of'Diinn, the estimated average sludge production rates -are
approximately 206 dry tons at a 3% solids 'rate (after thickening).
bescription of Proposed System:
1. Aerobically digested sludge for application consists of liquid
sludge.with approximately 3% solids (after thickening) from the
City of'Dunn's wastewater. treatment plant.! The subject sludge will
. l:

Nondischarge Staff Report and Recommendations j
Page 4
4
be transported to the sites in a 8,000-gallon leakproof tanker and
tractor units. The sludge will then be loaded into liquid.
application equipment and surface applied?to!the soil.
i
2.' Land -Limiting Constituent -analysis: Based on the sludge analysis,
the limiting constituent will be PAN. Only 60.9 acres are required
assuming a PAN uptake rate of 220 #/acre. ,With the addition of the
69 acres, the total land area under permit! will be 513.9 acres.The
purpose of this amendment is to add additional pasture acreage to-
Dunn's sludge program to provide better flexability durning off row
crop months. The most limiting metal is Molybdenum which would
allow a lifetime site life of 70 years.
3. Management Plan: The responsibility for management of the sludge
program will rest entirely with the City of Dunn. The City,
however, has contracted with Environmental3Waste Recycling (EWR)
for the technical permit requirements including sludge application.
The sludge will be applied to the proposed;stes as an agricultrual
resource at agronomic rates. The sludge will, be applied to crop or
hay land at agronomic rates for total -or partial replacement of
conventional N and P fertilizers. The actual) amount of sludge
applied will be dependent upon the nutrient requirement of the
specific crop and the nutrient content of the; sludge. Prior to
application, the sludge will be sampled and analyzed for routine
nutrient analysis. Representative sludge 'samples will be collected
from the aerobic digester, -delivered to a qualified laboratory,
familiar with sludge analysis, and analyzed for TKN, NH4-N, NO3-N,
P, K,.and solids. This information will thenIbe utilized to
calculate the specific application rate for;the field and crop.-'
+
All of the application fields are,typically'rotated in small
grains, hay, or pasture. The sludge will be applied at full
agronomic rates for the yearly crop. All other management
practices are included in the land -application package. All fields
will be flagged prior to land application to assure compliance with
buffer zones. The City of Dunn will ipplyithe appropriate lime
according to soil evaluation recommendations.;
4. Accessibility: The property on -which the sludge will be applied is
owned by private individuals, and access is limited by the property
owner.

, � c
I
PART Iv — EVALUATION Al® RECOMMMATIONS
It is the recommendation that the subject permit application be pro-
cessed and the appropriate amendment permit be iRsued.
I
I
Signature of port eparer.
ii 12
e
Water Quality!Regional Supervisor
it
Date i
i .
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#F

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
June 13, 1994
MEMORANDUM '` JUN 'Ll 1994a
To: Carolyn McCaskill��, y�R,A4C
Through: Bob Cheek R.� ("
From: Brian Wootton 00 ✓
Subject: City of Dunn
Sludge Land Application
Amendment to Permit No. W00006101
Harnett County
WQ0006101/94099
(J.. Ray Cox: DEM SERG Review Engineer)
The -Groundwater Section has reviewed the subject permit amendment request to
apply sludge from the City of Dunn WWTP to an additional 69 acres (total of 513.9 acres).
We have no objection to the issuance of the permit, provided that the following conditions
are included:
1. No land application of waste activities shall be undertaken when the seasonal
high water table is less than three feet below land surface.
2. Condition No. VI-5 stated in the permit issued 7/7/92 shall remain the same.
3. The COMPLIANCE BOUNDARY for the disposal system is specified by
regulations in 15A NCAC 2L, Groundwater Classifications and Standards.
The Compliance Boundary is for the disposal system constructed after
December 31, 1983 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 in addition to the: penalty provisions applicable under

General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUND aRc BBoundary and
established
around the disposal systems midway between the Comp
the perimeter of the waste disposal ' area. Any exceedance of standards at
the Review Boundary shall require remediation action on the part of the
permittee.
4. Any groundwater quality monitoring, as deemed necessary by the Division,
shall be provided.
�c:-�Jm Bales �
Central Files
permit Files
2

Environmental Waste Recycling, Inc:
i
Ju-1_y .2T', _1=9.92-
Mr. Grady Dobson
NCDEHNR
Fayetteville Regional Office
Wachovia Bldg, Suite 714
Fayetteville, NC 28301
Dear Mr. Dobson:
JUL ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
This is a follow-up to -our telephone conversation of today
regarding the permit for the land application of the sludge from
the _Town of Dunn's WWTP. A permit has been granted and we have the
contract to haul and land apply the sludge. One of the
stipulations of the permit is that we notify the Regional Office 24
hours prior to initial application of sludge: Weather permitting,
we plan to begin hauling Wednesday, July 22nd.
Please feel free to call our office with any questions or comments.
Sincerely,
Teresa Ellis
Director of Administration
I
i
i
i
Rt. 4, Box 37-B • Advance, NC 27006 • (919) 998-8,184 • ;FAX [phone]
Printed on
Recycled Paper

DIVISION OF ENVIRONMENTAL MANAGEMENT
May 24, 1994
M E M O R A N D U M
TO: Brian Wooton, Groundwater Section
Raleigh Central Office
THROUGH: Jim Bales, Ground Water Superviso
Fayetteville Regional Office
FROM: Michael Dauterman, Hydro. Tech. II
Fayetteville Regional Office
SUBJECT: Permit Amendment
City, of Dunn
Sludge Land Application
WQ0006101/GW94'099
Harnett County
The subject permit amendment application has been reviewed.
The FRO Groundwater Section recommends approval of the renewal
request. There are no comments.
If you have any questions, please contact me at (910)486-
1541.
JTB/MTD

DIVISION OF ENVIRONMENTAL MANAGEMENT
• - ,�Mar`'ch,12-;� 1-992 � •
N E M'O R A N D U M
— — f
TO: Don Saf•rit, Unit'Supervisor
Permits and Engineering Unit I'
-FROM: M. J.-Noland, Regional Supervisor
Fayetteville Regional Office'
1.
SUBJECT: Land Application.of Sludge•Permit
Application No. WQ0006101,
City of Dunn,•North Carolina',
Harnett County
Please find enclosed the staff report and recommendation of the Fayette
ville Regional Office concerning the subject project.!
If you have any questions or require any further:1afbrmation, please
advise Mr... Grady Dobson, .Environmental Engineer, Fayetteville Regional Office.
MJN/GD/tf
Enclosure 1
f

March 12, 1992
NONDISCHARGE STAFF REPORT AND RECOMMENDATIONS
County Harnett
Permit No. W00006101
PART I. GENERAL INFORMATION
1. Facility and Address: City of Dunn
Public Water Department ,
Dunn, North Carolina
2. Date of Investigation: March 3, 1992
3. Report Prepared By: Grady Dobson, Env. Engineer, FRO
4. Persons Contacted and. Telephone Number: Carl Dean, Town Manager
[phone]-
5. Directions to Site: See map on submitted package.
6. Size (land available for expansion and upgrading): Approximately
445 applicable acres.
7. Topography (relationship to 100-year flood plain included): See
package.
Attach a USGS map extract and indicate facility site.
USGS Quad No. F24SW USGS Quad Name, ,Erwin, NC.
Latitude: 350 17, 30" (Site 1) Longitude:; 780 39' 30" (Site 1)
Latitude: 35 15' 30" (Site 21 Longitude:78 42, 30" (Site 2)
8. Location of nearest dwelling and water supply well: None within 500 ft.
9. Watershed Stream Basin Information:
a. Watershed Classification: Black River, Class C Swamp
b. River Basin and Subbasin No.: Cape Fear 03-06-13
c. Distance to surface water from disposal system:
None within 500 feet.

Nondischarge Staff Report and.Recommendation
Page 2
PART 'II - DESCRIPTION OF WASTEWATER AND TREATMENT WORKS
1.
Type of wastewater, sludge or contaminated soil:
98 % Domestic
2 % Industrial
a. Volume: 3.0 MGD (Design
Capacity)
b. Types and quantities of industrial wastewater:, N/A
C. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only)
.in development approved
should.be required not needed x
.2.
Production rates.(industrial discharges only) in pounds
per day: N/A
a. ;.Highest month in the past 12 months:
lbs/day
b. Highest. year in the past 5 years:
lbs/day
3.,
Description of industrial process (for industries only)
and applicable
CFR Part and -Subpart: -N/A
4.
Type of treatment: Extended aeration (see rating sheet).
5.
Sludge handling and disposal scheme: N/A
6.
Treatment plant classification (attach completed rating
sheet):
Grade III..
7.
SIC Code(s).:
Wastewater Code(s): Primary: 01 Secondary:.
Main Treatment Unit Code: 05011
PART III - OTHER PERTINENT INFORMATION
r
1. is this facility being constructed with Construction Grants Funds
(municipals only)? N/A
2. Special monitoring requests:, N/A

Nondischarge'Staff Report and Recommendation
.Page-3
3. 'Other:_ The City of Dunn currently operates .a 3.0-MGD-wastewater
treatment plant permitted under NPDES Permit No.[NC0043176.-. Harnett
County has advised the City that.after February 29, 1992,.sludge could
no'longer be'accepted by the Harnett County Landfill.
Soils Information: The soils information provided,for the proposed
land -application sites regarding -their suitabililty to receive the waste
sludge is discussed in detail'in the submitted Nand -application package.
Overall, the 6ite(s)- to be utilized for sludge application appears
.suitable provided the proper management and farming practices.are
implemented.
- —Land Use: All sites, approximately 445 acres, areltypical, privately-,
owned farm operations with regional crops of corn,'•'soybeans, wheat,
Coastal Bermuda grass, etc. The site specific information for each site
is described in.the permit application package.!
Type of Waste to be Applied
1. Origin -of Sludge:' The slud a -is a b - roduct,of wastewater
g Y P
treatment from the City of Dunn's 3.0-MGD wastewater treatment
plant.
2. Volume of Sludge: According to'.data suppliedlby EWR on behalf of
the City of Dunn, the estimated average sludge production rates are
approximately 250 dry tons.at a 3% solids rate (.after thickening).
Description of Proposed System:'
1.. Aerobically -digested sludge for application consists of liquid
sludge with approximately 3% solids (after thickening) from the
City of Dunn's wastewater treatment plant. f:The subject sludge will
be transported to the sites-in.8,000-gallon leakproof tanker and
tractor.units. The sludge will then be loaded into -liquid manure
application equipment and subsurface injected into the soil.
2. 'Land Limiting•Constituent Analysis: Based on the sludge analysis,
the limiting constituent will be nitrogen. The loading rate for
the sludge should be based on the required plant available nitrogen
(PAN) for the specific crops grown.. A list of crops with the
recommended PAN is included in this reports as a'recommended special
condition to be included in the permit.. Only 57.8 acres are
required assuming a 100 lb/acre PAN uptake rate is utilized. The
most limiting metal is copper which would allow a lifetime site
j;
life of 30.46 years.

Nondischarge Staff Report and Recommendation
Page 4
3. "Mariatrement Plan:. The responsibility for management of the -sludge
program will rest entirely with the City of Dunn: The City,
however, has contracted with Environmental Waste Recycling (EWR)
for the technical permit requirments including sludge application.
The sludge will be applied to the proposed sites as an agricultural
resource at agronomic rates. The sludge will be applied to crop or
hay land at agronomic rates for total or partial replacement of
conventional N and P fertilizers. The actual amount of sludge
applied will be dependent upon the nutrient requirement of the
specific crop'and the -nutrient content of the sludge. Prior to
application, the sludge will be sampled and analyzed for routine
nutrient analysis. Representative sludge samples will be collected
from the aerobic digester, delivered to a qualified laboratory
familiar with sludge analysis; and analyzed for TKN, NH4-N, NO3-N,
P, K, and solids. This information will then be utilized to
calculate the specific application -rate for the field and crop.
All of the application fields are typically rotated in small
grains, hay, or pasture. The sludge will be applied at full
agronomic rates for the yearly crop. All other management
practices are included in the land -application package.. All fields
will be flagged prior to land application to assure compliance with
buffer zones. The City of :Dunn will apply the appropriate lime
according to soil evaluation recommendations.
4. Accessibility: The property on which the sludge will be applied is
owned by private individuals, and access is limited by the property
owner.
PART IV - EVALUATION AND RECOMMENDATION
It is the recommendation of this office that Permit No. WQ0006101 issued
for a 5-year period with all pertinent conditions including the following:
1. Sludge application rates shall be based on PAN for crops as
follows:
Crop
Wheat (small grain)
Barley (small grain)
Milo (small -grain)
Oats (small grain)
Soybeans
Corn (silage and grain)
-Alfalfa
Plant Available Nitrogen
(pound/acre/vear)
'100
100
100
100
156
200
250

Nondischarge Staff Report and Recommendation
Page 5
Plant Available Nitrogen
CrOT) (pound/acre/year)
Sorghum 120
Sudex (silage) 200
Sudex (hay) 160
Fescue grass 250
Timothy grass 200
Orchard grass 200
Rye grass 200
Blue grass 220
Coastal Bermuda grass 350
Cotton 100
Forest areas (hard and soft woods) 75
2. Since much of the land proposed for land application is in the
100-year flood plain, it is our understanding that all sludge is
subsurface injected.
AL
Signature of Oport Preparer
i
Water Quality,Regional Supervisor
Date

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DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 11, 1992
M E M O R A N D U M
TO: Don Safrit
THROUGH: Bob Cheek f '3 C
FROM: Brian Wootton
SUBJECT: City of Dunn
ENV. MANAGEMENT
FAYETTEVILLE REC, OFFICE
Sludge Land Application
Harnett County
WQ0006101/GW92053
(Dana Bolden: DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application for the disposal of sludge from the Black River
Wastewater Treatment Plant to 445 applicable acres in
Harnett County. We recommend issuance of the permit with
the following conditions:
The land application site designated as HA 2-5 is
covered in part by soils having a seasonal high
water table at depths ranging from one (1) to two
(2) feet below land surface. Therefore, no sludge.
shall be applied to this field during the period
from December through March, inclusive.
2. No land application of waste activities shall be
undertaken at any disposal site, when the seasonal
high water table is less than three feet below
land surface.
3. The Compliance Boundary for the disposal system is
specified by regulations in 15 NCAC 2L,
Groundwater Classifications and Standards. An
exceedance of Groundwater Quality Standards beyond
the Compliance Boundary is subject to the penalty
provisions applicable under General Statute
143-215.6(1)a. The sale of property, by the
Permittee, which is within or contiguous to the
disposal site, may alter the location of the
Compliance Boundary.
For facilities permitted on of after December 30,
1983, the Compliance Boundary is established at

the lesser of 250 feet from the perimeter of the
waste disposal area, or 50 feet within the
property boundary.
If the title to any property which may affect the
location of the Compliance Boundary is changed,
the Permittee shall notify the DEM Director within
14 days. The Director shall then establish a
modified Compliance Boundary which will be done as
a modification to the Permit.
The REVIEW BOUNDARY for the disposal system is
specified -by regulations in 15 NCAC 2L,
Groundwater Classifications and Standards. A
REVIEW BOUNDARY is established around disposal
systems midway between the Compliance Boundary and
the perimeter of the waste disposal area. When
the concentration of any substance equals or
exceeds the maximum allowable concentration of
that substance at the REVIEW BOUNDARY, as
determined by monitoring,. the permittee shall
either (i) demonstrate, through predictive
calculations or modeling, that natural site
conditions, facility design and operational
controls will prevent a violation of standards at
the Compliance Boundary; or, (ii) submit a plan
for the alteration of existing site conditions,
facility design or operational controls that will
prevent a violation of standards at the Compliance
Boundary, and implement that plan upon its
approval by'the Director.
4. Any groundwater quality monitoring, as deemed
necessary by the Division, shall be provided.
RBC/BW/sbp/92053.
cc: `i-m Ba1esz:,
Central Files
Permit Issuance Files

Environmental Waste Recycling, Inc.
rMa-r_eli -9 ; _ 19 9 2
Mr, 'Dana Bolden
NC-DEM_
512 North Salisbury St.
Raleigh; NC 27604 i®
Re i Application No. WQ0006101 g MAR 10 1992
Land Application of -Sludge -
City of Dunn, NC ENV, MANAGEMENT
FAYETTEVILLE REG.-OFFICE
Dear Me Bolden:
Enclosed please find four copies. -of the Cityjof Dunn's
permit application, Please discard the applications
previously -submitted.
We have'already sent.a copy to Grady'Dobson of -the Fayette-
ville Regional Office, for his review.
We apologize for this intJonvenience. Please; feel. f-ree to
contact.myself"or Grady Dobson, if, you have anylquestions
regarding ,thiss :matter. Thank you. !
David J: Wanucha
Envir
/onmental Services
✓ Grady Dobson - Fayetteville Region
Carolyn McCaskill
n
Rt. 4, Box P-B Advance, NC' 27006 919 998-8184 • FAX [phone]
Printed an
Recycled Paper

COUNTY OF HARNETT
BOARD OF COMMISSIONERS
LLOYD G. STEWART, Chairman
BILL SHAW, Vice-Ch airman
BEATRICE BAILEY HILL
X
MACK REID HUDSON
WALT TITCHENER
,.Ee_ bruar-y 2.6:,=1992,
Mr. Tommy Stevens, Water Quality Supervisor
N. C. Department of Environment, Health, and
Natural Resources
Division of Environmental Management
Wachovia Building, Suite 714
Fayetteville, North Carolina 28301-5043
Re: Permit Application No. WQ0006101
Dear Mr. Stevens:
COUNTY MANAGER
DALLAS H. POPE
CLERK TO THE BOARD
VANESSA W.YOUNG
FEB 27 1992
' ENV. MANAGEMENT
REG. OF ICE
FAYETTEVILLE
Reference letter dated February 11, 1992, from Mr.;Donald Safrit, Permits
and Engineering Unit,.concerning permit for land application of municipal
wastewater treated sludge in Harnett County.
Based on the above referenced letter for permit request by the city of Dunn
for land application of municipal wastewater._treated sludge, it is requested
that copies of maps and application forms pertaining to this permit application
request be forwarded for our review and comments concerning application.
The county of Harnett is developing a comprehensive residual solids plan at
this time and, therefore, requests additional time to review and evaluate the
referenced application submitted by the city of Dunn.
Based on_this --request, a -copy -_of -this letter is being forwarded —to Mr. _
Donald Safrt requesting- a time_extension_for_commentsbuntil March 30, 1992:
Your support in this matter will be greatly appreciated; and if we can
provide further information, please advise.
DHP:sw
pc Mr. George Jackson .
Mr. Rodney Tart -
Mr. Donald Safrit
P.O. BOX 759 • LILLINGTON, N.C. 27546
[phone]

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
MEMORANDUM D AT
TO: J 1 rn 3a1es
DATE: Feb 17, 1 R 9 Z FEB 19 1992
.
���111
FROM: Jack FloyENV, MANAGEMENT
d/ , /,e- FAYMEVILLE REG. OFFICE
SUBJECT: Applications for Renewal/Amendment of Permit No.
r/New. Permit
Facility Name
County C
Type of Project:i
Central Office Contact: 72 -1
Applicable Permit Numbers: KQ 000 (0 j �/ GW 9�Z 6,5"3
EPA AC
We have received a copy'of the -above referenced application,
which was sent to your regional office for comment on or about
—1;?10 ) , 1 9 (4 7
- You should review the application package for completeness
and adequacy of relevant information and submit your request for
additional information to me (via telephone or memo) by
Fe-b Z 4 , 19%0 that all required information can be
requested from the applicant at one time. A copy of our formal
request to the applicant for additional information will be
provided to you.
If you do not require additional information from the
applicant to complete your evaluation of the project, you should
review the application package and submit your comments to me by
_m o-r- 2 , 1 A Z
If a copy of the application 'package has not been made
available to your office, PLEASE LET ME KNOW IMMEDIATELY so th,4!_
a copy can be forwarded to you as soon as possible.

APPLICATION FOR A NON -DISCHARGE PERMIT
FOR THE CITY OF DUNN, NORTH CAROLINA
FOR THE LAND APPLICATION OF STABILIZED WASTEWATER
TREATMENT'PLANT SLUDGE ON FARMLAND AT AGRONOMIC RATES
I. INTRODUCTION
The City of Dunn, North Carolina, proposes' to manage, the
sludge produced at their 3.0 mgd wastewater treatment plant
through land application on area farmland at agronomic rates.
The sludge is aerobically digested.
The management plan consists of storage in a 500,000 gallon
storage tank (under construction), removal and land applying
once per year. 444.9 applicable acres of prime farmland
laying near the- Cape Fear and Black Rivers have been
identified and evaluated. Details of the project -are
enclosed.
II. OUTLINE OF APPLICATION INFORMATION
A.
im
C.
GENERAL
This section contains general project information
including the State of North Carolina Sludge Management -
Permit Attachment A and Form: LARS 4/91 pages 1-10.and
23-25. Pages 11-24 have been included in the ANALYSIS
section of this application for ease of presentation.'
The Spill: -Control Plan is included in this section.
Also in this section is a treatment process description
provided by the City.
ANALYSIS
This section contains the
Leaching Procedure analysis
analysis. Pages 11-24 0
included in this section as
dosage rate evaluation.
SITE
EPA Toxicity Characteristic
(TC.LP) and a total sludge
f .the form: LARS 4/91 are
mentioned above as well as a
This section contains information on the fields
identified for sludge; applications: topographic maps,
aerial photos, a soil map, a flood plain map, a. vicinity,
map. Also included is information on the.soil types and
hand auger boring information. Detailed information on
the soils is located in the SOIL section. The NC-DEM
Agreement for .Land Application of Waste Sludge to Private
Lands can also be found in this section.

D. AGRONOMY
This section contains the Agronomist Report including
loading rate- recommendations for nutrients' and dry
tonnages for particular crops produced at each site.
E. SOILS
This section contains the Soil Scientist Report including
loading rate -recommendations for nutrients and dry
tonnages for particular soils found at each site. Also
the soils analyses performed by A & L Agricultural Labs
are located in this section. A detailed description of
each soil type found on each site is found in this
section including profile descriptions. Most' of the
information on the soils was taken from the Harnett
County Soil Survey and verified through field hand auger
borings symbolized by x on the site maps.
III. OPERATIONS
A. PLANT SITE
Liquid sludge will be pumped into sealed tank trailer and
tractor units and transported to the permitted site-
B. FIELD
Prior to the arrival of the sludge,. the field -will be
flagged according to the buffers indicated in the 'permit.
The sludge will be spread using a high flotation
applicator, at predetermined rates specified under permit
requirements.
C. ACCESS CONTROL
Since the sludge will be applied to private lands, no
trespassing is allowed on Mr. Hamilton -or Mr,. Week's -
property.
The proposed sites are not utilized for .grazing by
cattle; therefore, the 30 day restriction does not apply.
If the sites were converted to pasture, fencing would be
installed.

C
j
�i
D . REPORTING
�--;
A report
showing the date, dry tonnage, gallons, field
f
numbers,
acres and -pounds per acre applied of nutrients
and metals will be generated.
for each application event.
[
Copies of
these reports will
be submitted to the City of
Dunn and
the farm operators.
An annual report will be
generated
as required in the
permit.
�i
f
t
'1

W(�(Q U1 �
State of North Carolina
Department of Environment, Health, and Natural Resources -0
Division of Environmental Management
Nan -Discharge Permit Application
(THIS FORM MAY 3E PHOTOCOPIED FOR U. EAS AN ORIG,T/AL) N
LAND APPLICATION OF RESIDUAL SOLIDS
o
I. GENERAL INFORMATION: r-
1. Applicant (corporation,- individual, or other): City of Dunn
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Carl G.-Dean
City Manager
.3. Mailing Address: Public Works Department
City: Dunn State• NC Zip:. 28335
• Telephone No.: (919 892-2948_,
4. Application Date: 12-1-91 5. Fee Submitted: S 400.00
6. Name, address, & county of facility where sludge originated. Should
be referenced on any plans/specs., analytical results, Land Owner Agreements, etc.:
Black River WWTP
101 East Cleveland Street
Dunn; NC 28334 County Harnett
7. County (s) where sludge will be land applied: Harnett
8. Latitude: see below Longitude of land application sites.
For multiple sites attach a listing of the sites and a latitude and longitude :for each.
9. Owner and address of lands where sludge will be land applied. For multiple sites attach
a listing:
R. Dewayne Weeks, Rt. 1, Box 66, Dunn, NC 28334 (HA2)
Carl Hamilton,'Jr., Rt. 4, Box 703, Dunn, NC 28334 (HA3
HA2-N35.deg. 1.7' 30" W 78 deg. 39' 3011;.HA3 N 35 deg. 15' 30" W
78 deg. 42' 30"
FORM: LARS 4191
Page l of 25

?.=NGL _ -'i9
a
II. PERMIT INFO RMATIO N :
I 1. Permit No. (wiiI be compieted by DEM): teL- QGcp nnh l n
17 Ih
Specify whether project is: x new; renewai" : mOa1I1CaIiOn.
"If renewal, complete only se ---:ions I, II, land owner agret:.zea. & agodc:nt
J signature (on pg 24). Submit only pgs. 1, 2, 19, 20, 21, 22, and 24 (original and
copies of each). Engine--. signature not required for renewal.
�1 3. If this apolication is being submitted as a result of a renewal or modification to an
existing pit, list the, existing permit number n/a and issue date -
_� 4, Specify whether the applicant is x public or private.
III. PERMIT FEE INFORMATION:
1. Number of Total Acres on which're'siduaI, solids are proposed to be land applied. under
Jthe authority of this permit (include both land currently permitted and proposed lands):
44'4.9 acres
2. The permit processing fee should be as specified -in 15A NCAC 2H .0205(c)(5).
IV. SITE INFORMATION:
1. A vicinity map must be attached. This map must show the location of each site in
relation to at least two geographical references (numbered roads, named streams/rivers,
etc.).
—" 2. For all new or modified sites, a detailed site location map must be attached. This map
must be drawn to scale with topographical contour, intervals noc..exc--eding ten feet or
4 -
25% of total site relief (whichevenis more descriptive) and showing the nrocerty lines;
all existing wells, all surface waters and drainage ways and all dwellings within 500 feet
Of the land -application-- areas; and all buffers.
Note: At least the following buffers must be maincained. If residuals are sprayed on the
} sites, larger buffers may be required:
h
a) 400 feet .from any habitable residence for surface sludge aoolic.ation,
200 feerfrom anv habitable residence for subsurface' sludge injection
b) 100 feet between the disposal, area and any public or private water supply
I
i - including wells.,
t�2of25
I

- -,
LA D APPLICATIO.NOF RESIDUAL SOLIDS
PAGE 3 (4/91)
c)
100 feet between surface sludge application area and waters classified as WS-II,
jr-
WS-III or B AND 100 feet between the disposal area and the Mean High Water
Level of waters classified as SA or SB.t
+�
;0 fP:t b-rveer subsurface slufige injection area and waters classififier. as WS-II.
!
WS-III or B AND 100 feet between the disposal area and the Mean High Water
I`
i�
Level of waters classified as SA or SB. t
d)
100 feet between any surface sludge application area and any stream, lake,
�-
river, or natural drainage way. 50 feet between any subsurface sludge injection
�I
area and any stream, lake, river, or natural drainage way.
I
e)
100 feet between the sludge application area and property lines.
.
f)
10 feet between the disposal area and any surface water interceptor drains or
diversions (upslope).
j
g)
25 feet between the disposal area and any surface water interceptor drains or
i
diversions (downslope) and any groundwater drainage systems.
t APPLICATION OF SLUDGE IN WATERSHEDS CLASSIFIED
AS WS-I IS STRICTLY PROHIBITED. SPECIFY THE NAME OF
k
AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE
SURFACE WATERS (as established by the Environmental
�l
Management Commission and specified on page 4 of this application)
h j TO THE LAND APPLICATION SITE(S).
i
{
Note: The maximum slope for land application of residuals is 10% for surface
application and 18% for subsurface application.
I�
l
3 of 25

LAND APPLICATION OF RESIDUAL SOLIDS
t PAGE 4 (4/91)
;C
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application
activities will -occur, as identified on the attached map segment:
��.
� Name of surface waters:
Classification (as established by the Environmental -Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
L� INSTRUCTIONS TO ENGINEER
-' In order to determine the classification of -the watershed in which these land application
activities will.be located you are required to submit this form, with items 1 through 10 completed,
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
attached listing). At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5
1 minute USGS Topographic Map which shows the subject surface waters. You must identify the
i location of the facility and the closest downsiope surface waters (waters for which you are .
requesting the classification) on the submitted map copy. The application may not be submitted
until this form is completed and included with the submittal.
1.
2.
3.
4.
Applicant (corporation, individual, or other):
Name' Criterium Mcciancy-Engineers
P.O. Box 4430
Cary, NC 27519
City: _ 919 677 0117
'Telepht
Project Name:
Zip:
Volume of residuals to be land applied: cubic yards
5. Name of closest surface waters:
6. County(s) where land application site is located:
7. Map name and date:
8. North Carolina Professional Engineer's Registration No. /SB
9. Print Name of Engineer
10. Seal and Signature (specify date):
M3
•••.•``�H'�ARo'
�/
gFESSO'% -
SE AL
15841
VG IN
4 of 25 ''��.,c, M C����,1
i
d

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 4 (4/91)
TO: REGIONAL WATER QUALITY SliPERVISOR
Please provide me with the classification of the watershed .where these land. application
activities will occur, as identified on the attached map segment:.
���If-
Name
1'
of surface waters: � /=�, 2 r�,,vz,e h A i — y J H,' 3
Classification (as established by the Environmental Management Commission):
Id —
Proposed Classification, if applicable:
Signature of regional office personnel: + ___ Date: zo /
ci�t�dt 3
INSTRUCTIONS TO ENGINEER
In order to determine the classification of the watershed in -which these land application
activities will be located you are required to submit this form, with items 1 through 10 completed,
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
attached listing). At a minimum, you must include an 8.5" by I I" copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject surface waters. You must identify the
location of the facility and the closest downslope surface waters (waters for which you are
requesting the classification) on the submitted map copy. The application may not be submitted
until this form is completed and -included with the submittal.
1. Applicant (corporation, individual, or other):
2. Name C.L t_L um McClancI Engineers
P.O. Box 4430
Cary, NC 21519
919 677 0117
City:_
Telepl
3. Project Name:
Zip:
4. Volume of residuals to be land applied: cubic yards
5. Name of closest surface waters:
6. County(s) where land application site is located:
7. Map name and date:
8. North Carolina Professional Engineer's Registration No. f ��
9. Print Name of Engineer Tld k &I C . MCTJ-44Y_
10. Seal and Signature (specify date):
4of2

f
DIVISION OF ENVIRONMENTAL MANAGEMENT
REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919(133-2314
--_� Avery Macon
Beaufort Jones
Chatham' Nash
Buncombe Madison
Berde Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
j Caldwell Mitchell
Chowan Pamlico
Franklin Person
_
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541 - .
Anson
Moore
Bladen
Robeson.
Cumberland
Richmond.
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem; NC 27106
919r761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
.%vie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Super
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander -
Mecklenburg
Cabamrs
Rowan
Catawba
Stanly
Gaston
Union
Iredeil
Cleveland
Lincoln
5 of 25
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405=3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
DupIin

3
x
HA2-1
HA2-2
HA2-3
HA2-4
HA2-5
HA2-6
HA3-1
7he failow'n. are the sites propose to be -'o r. 'and auniicar.on unraer :::a pe=nr
al3u,iicadon (see attached
owrlerlLesse�
R. Dewayne Weeks
Ar,-Viitadon Area
34.1
69.1
56.7
66.3
78.8
49.8
90.1
Max-irrurn Sic=
( in 2gr C:�n r, '�
2%
Note: If more than ten (10) sizes are to be covered by this application, please attach.a form listing
all of the sites along with the information listed above.
IV.DiFORMATION. ON MATERIAL TO BE LAND APPLIED
I.What are the sources of the residual solids and what volume of solids is anticipated to be land
avolied from each -source?
S ourct Codntv Pe7rnit Number of Source Esti4gred-Volume
(of Ori!6n) (N VDES or. Nondischarge) Tons/Year)
,i Black River WWTP Harnett N00043176' 190
If there, are more than three sources of residual solids to be land applied to sites
covered.,by this permit, please 'add- as an -attachment to this form.
2. Information for Hazardous Waste (RCRA) Determination
-
a. Are anv of the residuals covered by this application listed in 40 CFR 261.3 I-261.33?
YES— NO x If yes, list the number(s):
6 of 25

F R-Z-S
7 (-.-10191,
b. Do anyof the residuals exhibit any of the --Our- as dci.--Ined bv -4') -C-FR
26 1. 1 -2 6 1.2 YES_
NO LA Arraci, aboraioi-v resuirs for
_47
the Toxicity
Characteristic Leaching Procedure Analyses. Reactivity, Ignitabdity, and Cor. os�ivlxv
for each residual.
If the. following constituent levels (as de-te-nnined by the Toxicity-
Characteristic
Leaching Procedure Analyses are exceeded in the residuals or if'the
pH of `the
.
residuals iS,'noE within the range listed below,. the residual -is 'by de"inition a
Hazardous waste. Chemical
analyses rnust be'rtade to Minimum Detection
Levels.
P? M.
Arsenic
5.0
Barium
.100.0
Benzene
0.5
Cadmium
-1.0
Carbon tea-achloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
o-Cresol
.400.0,
m-Cresol
200.0
P-Cresol
200.0",
Cresol
200.0
2,4-D
10.0-
1,4-Dichlorobenzen.e-
7.5
1,2-Dichloroethane
U
1, 1 a-Dichl oroethyle-ne
0.7
2.4-Dinitrotoitiene.
0.13
Endrin
0.02
I-Ilepiachlor (and its hydroxide) 0.008,.
He achlorobenzene
0.1-
Hexachloro- 1,3-butadie'ne
0.5
Hexachloroethane
3.0
Lea d
5-.0
L-ndane
0.4
Mercury..
0.2
Miechoxychlor
10.0
Me,.hvI ethyl ketone
200.0
Nitrobenzene
2.0
pentnthicrophenol
100.0
Pyridine
5.0
Se'enium
1.0
Suve-4
5.0
Tea-achloroethylene
0.7
Toxar)hene
0.5
Tric.hioroethyiene'
0.5-
2,4,5-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0,
2,4,5-TP (Silve. -)
1.0
Vinvi chloride
0.2,
pH (2:1
Vol/wt.)
>2.0 s.u. - <12.5 s.u.
C. Ple:dse be. advised that
if any
of the 'residuals meet the definitions of a
hazardous waste, 'as noted in
either a or b. above, a permit c2innot, be
issued for that material and
it should not be included -Is
part of this
application.
7
of 25

p C -7 3 . -=/911
3. For each residual, please attach a coanoiete c:1em' I :! aiI`/$iS Ot T.�Ce.^..11.
anaivsis must be comprehensive enough to compie:eiv c::aracter.ze the residuai and anus:
- be based on a review of the process that generates the mareriri. if the facility that wiil
generate the. residual is not vet in operation: the characte:iz non must be based on similar
existing facilities and projection based on the type of fac..iity. Tne analysis must incude
a minimum _of the following parameters and. any other known and samected
-i contaminants that are tributary to the system.
�f
% total solids Sulfate
1 Phosphorus Potassium
Lead Zinc
L, Cot)Mr . Nickel
Caainium Chromium
Sodium Calcium
Total Nitrogen Ammonia Nitrogen
Nitrate. Nitrite Nitrogen pH ,
Plant Available Nitrogen (by calculation) Magnesium
4. What volume of storage is available for each residual, at its point of genemdon and
how often will the material need to be land applied?
SLourc1c
Stora;e Volume (Daysj Needed FreQue-tcv of Application
(Daily. weekly, yearly, etc.)
ij Black River WWTP 90-120 quarterly
If there are more than four sources of residual solids to be Iand applied to sites
covered by this permit, please add as an attachment to this form.
S. For each residual, please attach an explanation of either the treatment process, manufacturing
process or how the waste was generated (Please provide full and complete details of the entire
process).
r" 3of25
r _

?-.Gr
I 6. For tacn r=Z4=1.:iease ....1= an _,xpiaranon of ...
' ., .; .tea -- ,. .P..Cac w.v :ewater -nest ve .yta t%.i:Lvu JV a
residuals �- a a_te.. b�/ :ne .� t a....� of anew+ don: �... asp..
P�/,/�P(�+ �{}, ♦ f t7C 0 1 y ^^ 'O 1Z ., P= I.l,"II.y
1— ♦ocess to signiricantl i . .aLice �Jauiogens : R as desr 1...v1.0 .al — / .. .r. .y li U�r..WA
9 f II) prior to application or incorporation. ?'.ease attacn suppor_n? ca:c;::at:ens :o suosrarl ate
compliance with 40 CFR :prr . Appendi,, fi.
IV. MATERIAL TRANSPORT AND
1. For each source, piease attach an, expianation of how the residual will be -deuver2a to Mle
e- land application site (in leak proof trucks to a te:ragator, etc.) and what type of epuipment
willix utilized for land app -ication , t=. gator, etc.;. see outline,
2.. Please attach an explanation of how the land application of the residual will be.controiled to
insure that there is proper distribution over the site. see outline
Will the operation utilize a contractor who specializes in Residual Management or will the
permittee manage the program? Contractor x Permittee _ If a contractor is utilized,
pleaseprovide the name of the firm,a contact. address, and teiepgone number.,
David J. Wanucha or Teresa Ellig
f� Rt. 1, Box 2-A-200, Advance, NC 27006
V . SITE EVALUATION AND RECOMMENDED LOADING RATES
1. For each site, please attach a site evaluation of the site; sites by a soils scientist (the
evaluation, must be signed by the soil scientist) which addresses.soii color, the depth,
thickness and type of restrictive horizons: the presence or absence or a seasonal high water
table or bedrock within three vertical feet of the deepest point of sludge. or residual
application. and cation exchange capacity. If the depth to either groundwater or bedrock is
less than three feet, please also attach a demonstration. using predictive calcuiations or
modeling methods acceptable to the Director of the Division of Environmental
Management, that the use of this site will not result in contravention of, classified
groundwater standards. as contained in Li CAC 2L .0200. In no case shall the
separation be less than one foot.
2. Please attach a representative sous anamis of each 'site. Tree soils analvsis shall include the
following varamece:s along with any other sigmmificam parameter that has been shown to be
contained in the residual: v
Standard Soil Fe:rdity Test
Manganese
Base Saturation
Cation Exchange Capacity
Phosphorus
Sodium
Potassium
Nickel
Lean
Cadmium
Zinc
Copper
Magnesium
Calcium
PH
3. In order to determine it the site(s) can be permitted, an 'evaluation must be made ,to establish
whether the residuals are compatible the si s wn eac� site. For each site,-piease
attach a soil scientist recommendations concerning application rates for liquids, solids,
nitrogen, phosphorus, heavy metals, salts and any other signifmcant contaminant know to
be in the sludge or residual.
E 4. In order to assist DEM in the review of the proposed loading rates, please complete the
calculations contained in the attachment titled "Calculations Work Sheet". If more than one
residual is to be. cover etd by this permit, additional- worksheets must be attached:
0ofZ5

VI. AGRONOMIST REPORT
For each site, aiease attach a oroiec: evaivation conducted by an asronorrust inciudin_
recotnimendarions concerning cover coos and tneir abuir; io acre_; me ,rcoose d loading or
Houids, solids, nitrogen, phosphorus, heavy me:ais, siies and any outer contaminant -kno%v to
be in the sludge or residual. ' A part or the a=nomisrs reeommendauons must be a crow
management pian. This pian must de:e:mine the crops to oe grown on the siie,�sites, when
they should b'e grown and how they should be harvested and marketed- i :iis report must be
signed by the agronomist.
VH.GENERAL INFORMATION
1. Four (4) copies -of the permit application and all supporting information must be submitted -
or the application will be returned as incomplete.
2. Please attach an explanadon as to the methods to be used to control access to the land
application sites by both people and animals following the application or residuals.
see outline -
T=:a. Animals shall not be grazed on the land application sites within 30 days of
the application of residuals to the site.
b. Appropriate measures must be taken to control -public access to the land
armucation sites during the active site use and for 12 months following the last
apolication event. Such controls may include the posting of signs indicating the
acavides being conducted at the site.
3. Please explain -the procedures to be used to establish and'mainrain the buffers during the
application process (i.e. will the sites be Bagged)• see outline,
4. Please attach an executed "Azree:nent For the Land Application of Residuals to Private
Land Form" for each site that is proposed to receive residuals -which is nor owned by the
applicant. A copy of a DE�1 approved form is attached. If'the applicant wishes to, use a
diiierent form or a modified form, prior approval must be receive from DEMA
5. Each application site must be assigned a site identification number.
6. All attachments to the permit applicarion form, must be numbered to correspond to the
individual pars of the application that require that attachment. If the attachments are part of:
a larger document, a table must be provided that lists the locations of the required
information.
10of25

Land Application of Residua! Solids
Instructions
Processing of this acciicaticn will not initiate until all. of the following items have
been submitted in adciticn to five(5) copies of the c.-rnpleted application form. If any of
the above items have been excluded from the pac:cage, please explain.
1. is a.generai location map irriciuded? YES x or NO
2. Is a site map (drawn to scale) included which shows the property lines,
buffers, existing wells within 500 feet, topography, drainage features, and any.
surface waters?
YES, X or NO
3. is a vicinity map enclosed which clearly indicates the projects location with
respect td State roads and named Surface waters?
.YES. x or NO
4. Is a soil scientist report inciuded which defines the fcllcwing:L
a) field descriptions of texture, calor, and structure,
b)' depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic canductivity,­
f) recommendation of a loading rate for the site,
g) cation exciiange capacity.
YES x or NO
5. Is an- acrcnomist's crop and loading recommendations for N-P=K included?
YES x or NO
6. Has the Land OWners agreement been filled out and completed?
YES x or NO
7. Appropriate fee in accordance with 15 NCAC'2H .0205(c)(5).
YES x or NO
8. Five copies of all 'reports, evaluations, agreements, supporting- calculations, etc.
must be submitted as a part of the proposed design document which is. signed and
sealed by the North Carolina Professional Engineer. Although certain portions of
this required -submittal mast be developed by other professionals,. inclusion of
these materials under the signature and seal of a North Carolina ,Professional
Engineer signifies that he has reviewed this material and has judged it to be
consistent with his proposed design.
23 of 25
11

1
LAND APPLICATION OF RESIDUAL SOLIDS
'
PAGE 25 (4/91)
F-
PERMIT APPLICATION
PROCESSING. FEES
'
(effective October 1,1990)
i
CATEGORY
NEW APPLICATIONS/
RENEWALS WITHOUT
.
MODIFICATIONS
MODIFICATIONS
r j
> l i000,0W GPD
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
f
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industriai - -
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD ' and
Single Family Dwelling
$240
$120
j
Sludge < or ='300 Acres
$400
$250
�-
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondeiegated)
_ $400.
0
L.
Sewer Extensions
L
(delegated) .
$200
0
G
Closed -Loop Recycle
? -
�4
or Evaporative
$400
$200
NOTE: The Fees for. Soil Remediation
Projects are the
same as for ,Sludges.
Under the Sewer Extension_
Fee, "delegated
to municipalities." applies
E
only to those governmental
jurisdictions that
have specific - delegation
review authority,
as granted by..the Division of Environmental
Management.
25 of 25

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 24 (4/91)
Name and Complete Address of. Engineering Firm:
Criterium McClancy Engineers
P.O. Box 443.0 Zip:
City: _ Cary, NC 27519
Telepl 919 6 7 7 0117 .
Professiona! Engine ;'s (-.ertinc:ai.lon.
I, J 0 w N C CLA t'lcy , attest that this application for 4 4Na Apxic mid F
of Momw W WTP 'S Lu n G e has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. !_
Print Name of Engineer cJOttnl L,- I °'l Cc1ANCy
• z°°°ti�yfs rr.,rQr3j •
Seal and Signature (specify date):
o SEAT 4..
IS�41'10
� q y jA�
✓�,� °:�'G1 NBC`
Applicant's. Certification: jq CC�
I, CPA- G. �a� , attest that tits application for LA&sn APRciri oN
(�F C t�c°r r,F�llwn,n W'ta"CP Slug
has been reviewed by me and is accurate and complete to the best of my knowledge., I understand
that.if all required.parts of this application are not completed and that if all required supporting
information and Uhents 'e no ciuded, this application package will be returned as
incomplete.
Signature Date 1- I S' 7—
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS.
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATFR QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPH"NE NI UMrER: 9?9/733=5083
24 of 25

r
STATE OF NOR7IH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
SLUDGE MANAGEMENT PERWT-ATTACfRvIENT A
This information will be used by the Division to determine whether a waste is (1) hazardous
as defined by 101NCAC 1 OF, and (2) suitable for disposal at a waste management facility permitted
by the Division of Environmental Management.
The Department of Environment, .Health, and Natural Resources reserves the right to request
additional information or waive some of the requirements based on the type of waste if it deems
necessary. The Department may also require some wastes to be treated or altered to render the
wastes environmentally immobile .prior to disposal.
The following information is required for an evaluation. Incomplete forms will subject the
Non -discharge permit application to being returned as incomplete.
A. GENERAL INFORMATION
1. What is the waste:
Aerobically. stabilized Municipal Wastewater Treatment Plant.
2. What volume, on an annual basis, is generated by the source (gallons & percent solids or dry
tons per year :
3.0 mqd; 190 dry tons
3. What frequency of disposal or land application will there be (daily, monthly, quarterly, etc.):
quarterly
How much sludge storage capacity does the treatrnent facility contain (in days):
90 - 120 days
4. For industrial .residuals, please explain either the manufacturing processor how the waste
s generated (Please provide full and complete details of the entire process):
n
5. What process is utilized for stabilization of the residuals? All residuals must be stabilized by
a process to significantly reduce pathogens (as described in 40 CFR Part 257, Appendix II)
prior to application or incorporation.
Aerobic Diaestion

6. Will the handling and disposal of this waste create (_lust emissions .,vhich may cause » health
hazard or nuisance to surrounding persons?
no,
7. Specify how the waste will be delivered to the disposal site tin leak pra�z trucks to a
terragator, etc.) and what type of equipment will be utilized for disposal:
Leak proof tanker and tractor -,units and industrial liquid
manure applicator.
8. Do you intend to utilize a contractor who specializes in Residual Management or do you
intend to manage the program. If a contractor is utilized, please provide the name of the
firm, a contact, address, and telephone number.
David J. Wanucha or Teresa Ellis
Rt. 1,-Box 2-A200
Advance, NC 27006
B. INFORMATION FOR HAZARDOUS (RCRA) DETERMINATION (10 NCAC 10F .0029)
1.. Is the waste listed under .0029(e) (i.e., 40 CFR 261..31-261.33): If yes, list the number:
no
2. Does the waste exhibit any of the four characteristics as defined by .0029(d) (i.e., 40 CFR
261..21-261.24): Attach laboratory results for Toxicity Characteristic .Leaching Procedure
(TCLP), Reactivity, Ignitability, Corrosivity):
C. INFORMATION FOR LAND APPLICATION DETERMINATION
Note: The following are the established Toxicity Characteristic Leaching Procedure (TCLP)
regulatory levels and pH for sludge land application. Analyses should be made at Minimum
Detection Limits enabling assessment below the specific constituent maximum regulatory
concentration. See the March 29, 1990, Federal Register far the final rule. (The pH range
shown is for individual data points. The average values accepted are normally 4.0-10.0).
PPM
PPM
Arsenic
5.0
Barium
100.0
Benzene
0.5
Cadmium
1.0
Carbon tetrachloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
o=Cresol
200.0
m Cresol
200.0
p-Cresol
200.0
Cresol
200.0
2,4-D
10.0
1,4-Dichlorobenzene
7.5
1,2-Dichloroetharxe
0.5
1,1-Dichlotnethylcnq
0.7
2 4-Dinitmtoluene
0.13
Endrin
0.02
Hepmchlor (and its hydroxide) 0.003
Hexachlorobenzene
0.13
riexachloro-1,3-butadiene
0.5
Hexachloroethane
3.0
Lead
5.0 '
Lindane
0.4
Mercury
0.2
Methoxychlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.01
Selenium
1.0
Silver
5.0
Tetrachloroethylene
0-7
Toxaphene
0.5
.Trichloroethylene
0.5
2,4,5-Trichlorophenol
400.0
2 4,6-TrichloTophenol
2.0
2,4,5-TP (Silvcx)
1 1.0
Vinyl chloride
0.2
PH (2:1 voUwt.)
>2-0 s.u.-,<12.5 s-u.

1. Attach TCL.P results; ' sampling should be in accordance with standard procedures (10
NCAC 10F .0029; Identification and Listing of Hazardous Wastes -Part 261?0 et.al.), as
well as any specific procedures required for TCLP analyses. Are any of the above.
parameters` concentration limitations exceeded? no
2. Does the waste contain any hazardous waste constituents listed in _0029(e), Appendix VIII
(Le., 40 CFR 261, Appendix VIIi): If yes, what constituents and what concentration (Attach
laboratory results):
"I hereby certify that the information submitted in regard to
(name of waste) is true and correct to the best of my knowledge, and belie;f."
te)
All questions concerning this form should be directed to the Division of Environmental
Management, Permits and Engineering Unit at 919n'3-5083. Answer specific questions in space
_ provided. Attach additional sheets if necessary.
Complete all information, sign, and submit with the land application permit package:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section-Pemvts and Engineering Unit
P. 0. Box 27687
Raleigh, North Carolina_ 27611

SPILL CONTROL PLAN
In the unlikely event of a spill, the following action shall
be taken immediately.
1. Halt source of the spill - ruptured line or valve, or
damaged tank unit.
2. Contain spill. Use straw bales'to form a barrier. In
addition -to straw bales, use shovels to form an earthen
barrier to augment straw bales.
3. Cleanup. Employ vacuum equipment - sludge applicators to
remove as much spill material as possible. Complete
clean-up by scattering straw from straw bales, soaking up
remaining materials. Pick up straw manually, and dispose
in landfill.
4. Final cleanup. Flush roadways with water as necessary to
clean. Allow to dry and incorporate if spill occurs on
a no and tillable area. In the event a spill
occurs. on private property, final cleanup should be
completed immediately to the satisfaction of the owner.
5. Notification. As soon as possible after the_ spill
occurs, notify:
A. Plant Operator $Ghhg Rnrnattra (gig)
Grady Dobson
B. Department of Natural Resources (Q1Q)aQ6-1Sa1
C. County Sheriff Department - if road- traffic is
affected (219) RQ�-Qiii
D. Fire Department - if assistance is required for
wash down, etc. (gig) RQ7-AlRA
E. EWR's main office - [phone].

Spill Control Plan
Page 2
6. Management of cleanup efforts. The project manager shall
take immediate charge and initiate cleanup activities.
Additional labor shall be requested from the .plant as
needed. The project manager shall also communicate with
the public on the scene answering and advising of cleanup
activity.
7. Reporting. Within 24 hours of spill, the project manager
shall present a written report detailing how the spill
occurred and all action taken.
8. Spill prevention. Project manager shall take the
immediate following steps:
A. Ensure loading personnel watch trailer while
loading.
B. Ensure tank "hatches are closed and latched while
transporting.
C. Inspect tank hatches monthly, and replace as
necessary.
D. Inspect tank valves monthly and replace as
necessary.
E. Ensure that the dust top is in place while
transporting.
F. Ensure loading operations in fields are conducted
so as to minimize hose drainage.

Ci 1y of Dunn
Black River Wastewater Treatment Facility
Dunn, North Carolina
David Wanucha
EWR
Rt,4 Box 37B
Advance, North Carolina 27006
Dear Mr , W a n u c h a ,
As per your request, the information concerning the digester at
the wastewater plant is enclosed, The detention time, at this time, is
32.3 days, but we have the capibility of increasing the solids to
between 5 and 6 percent; which would increase the detention time to 64
to 77 days, The test results follow:
pH-- 6,4 to 6.3
Temperature: 15 to -25 degrees
Percent.Volatile Solids Reduction: using the formula,
tJS1n - VSout•
VSin - (VS -in VSou*100
0 o0 - t 2p
O.-S - (0,52' 0,29) ;r100 = -91 % reduction
We hope that this infiormat"ion will help you, if you have any questions
feel free to call.
Thank -==ou:
Bobby Burinette
Qheif Operator

REPORT NUMBER A & L+ EASTERN AGRICULTURAL LABORATORIES, INC.
R342-37A 7621 WHi I EPINE ROAD, RICHMOND, VA 23237 [phone]
SEND ENVIRONMENTAL WASTE RECYCLING INC SAMPLES 09R
TO: RT 4 - BOX 37B CUSTOMER: SUBMITTED
ADVANCE, NC 27006 CITY OF DUNN . BY:
BOBBY BURNETTf
DATE OF REPORT 12/5/91 PAGE 1 SLUDGE ANALYSIS REPORT BACK RIVER WWTP
Ptloa Pota6- Mad Alumt: MauU �l,rut rlh 1!lt,.��
SAMPLE Lab. Solldu Nilrod�u uulurl Cralciurn 6�'Jiym koll. c Npt,l
96 9L 1'ICiI PIloluy aiurrt nsdiva� nuni n�.t,' fidurodel! IIILuua.:
IDENT No ':.
a k Cs ti t . ppja ► u �I li7 GU (11,111 d.n
96 P ' % I. h; h1g pl r At ppni F:1n _. "_.�
City
Dunn of 135305 11.52 13.75 I 1.83 10.14 .I 1.09 1 0.66] 0.23 I 0.56 12160d 510001 754 I 820 1560 I 0.07
Cad Chro < Nlckal L Lead Arsenic hAeroury Svlanium Ctticiurn� Volaille `brcdarilc Moiyb Chloride 43orarl
�� mlum mtum'; Ppin; Ni ppm Pb ppm As , pK>m FI(� ppm So pH Carbonates Solids Nitr en denurtt PP�n: Cl pp►n ,.
PPm Cd ppm C� Eq. % % % PPm FAo
35305 2.5 50 10 55 6.02 0.14 1.40 6.7 20 4700
aul C.H. Chu, Ph.D.
All values except % Solids we on a dry weight basis. To convert % to mg/I (ppm) multiply by 10,000.
Our reports and letters are for the exclusive and confidentlal uce of our clients, ena msy not be reprodI�c„d in whole or in part, nor ma.y riy re(arnnco Le
made to the work, the results, or it
company in any advcrhsing, r..;.vs ruleusa, or oilier Pu!aic :nnooncon.,:nts vithnut oLhiining ow prior v.iilt,n au1hmk!,1i, ,
ECEIIJCJ) 11 ,E
1 160
■r
This report applies only to the sampls(s) tested. Samples are
retained a maximum of thirty days alter lasting.
A 42RICULTURAL LABORIES,

D' Analytical Services • Aquatic Bioassay Testing • Aquatic Toxicity Reduction Evaluations
AATCC Testing Services • NPDES Testing • Reporting & Data Handling Services
PMN Aquatic Bioassay Evaluations
,171 FC711
Burlington
Research Post Office Box 2481 9615 Huffman Mill Road • [phone] + Burlington, NC 27216-2481
�J
ANALYTICAL REPORT
f—
f
1J
CUSTOMER: CITY OF DUNN
WORK ORDER #:
91-10-076-01
FACILITY: POTW
L.
REPORT TO: Joseph T.
Campbell
COLLECTED:
10/04/91
RECEIVED:
10/04/91
SAMPLE: TCLP Study
REPORTED:
10/28/91
Digester
Grab 10/4/91
-
PARAMETER
METHOD
STARTED
ANALYZED
RESULT .
~J'
�
TCLP
Filter Test/% Solids
EPA 1311
10/09/91
10/09/91
4.03
%
TCLP
Pesticides erbic /H ides
EPA8080/8150
10/17/91
10/24/91
Attached
TCLP
Semivolatile Organics
EPA8270/TCLP
10/11/91
10/24/91
Attached
TCLP
Volatile Organics
EPA8240/TCLP
10/10/91
10/24/91
Attached
TCLP
Arsenic-
EPA 206.-.2
10/10/91
10/21/91
<0.005
'mg/L
i
TCLP
Barium
EPA 208.2
10/10/91.
10/23/91
0.51
mg/L,)C'
TCLP
Cadmium
EPA 213.1
10/10/91
10/22/91.
<O.005
mg/L
TCLP
Chromium
EPA 218.1
1.0/10/91
10/23/91
<0.05
mg/L
i
TCLP
Lead
EPA 239.1
10/10/91
10/18/91
<0.05
mg/L
TCLP
Mercury
EPA 245.2
10/10/91
10/12/91
<0.0002
mg/L
TCLP
Selenium
EPA 270.2
10/10/91
10/21/91
<0.005
'mg/L
TCLP
Silver
EPA 272.1
10/10/91
10/22/91
<0.01
mg/L
NPDES # NC0043i76
II,
11-7�f
t,
q

—1 Analytical Services • Aquatic Bioassay Testing • Aquatic Toxicity Reduction Evaluations
{ AATCC Testing Services • NPDES Testing • Reporting & Data Handling Services
i7c I I I L_ PMN Aquatic Bioassay Evacuations
Burlington
Research Post Office Box 2481 •615 Huffman Mill Road • [phone]. • Burlington, NC 27216-2481
TCLP VOLATILE ORGANICS
(EPA METHOD 8260)
WORK ORDER #: 91-11-131-01
METHOD QUANTITATION LIMIT (MDL) IN MG/L: See Below
REGULATORY LEVEL
ANALYTE (mg/ L )
EPA NCDEM
CONC.
MQL (mg/L)
1
2
CHLOROFORM
CARBON TETRACHLORIDE
6.0
0.5
0.6
0.005
3
-TETRACHLOROETHENE
0.7
0.05
0.07
0.005
0.005
4
CHLOROBENZENE
100.0
10.0
0.005
5
1,2-DICHLOROETHANE
0.5
0.05
0.005'
6
7
BENZENE
VINYL CHLORIDE
0.5
0.2
0.05
0.005
8
1,1-DICHLOROETHENE
0.7
0.02
0.07
0.005
0.065
9
10
TRICHLOROETHENE
1,4-DICHLOROBENZENE
0.5
0.05
0.005
.008
11
2-BUTANONE (MEK)
7.5
200.0
0.75
20.0
0.005
0.10
<(.055)
* = None detected
< - Below Method Quantitation Limit (MQL). Estimated amount is
listed in parenthesis.
Results are for amounts found in TCLP/ZHE extract.
tclvvo.fed
Revised 9/91
i

I�
Burlington
Research
Analytical Services • Aquatic Bioassay Testing • Aquatic Toxicity Reduction Evaluations
AATCC Testing Services • NPDES Testing • Reporting & Data Handling Services
PMN Aquatic -Bioassay Evaluations
Post Office Box 2481 • 615 Huffman Mill Road • [phone] • Burlington, NC.27216-2481
TCLP PESTICIDES AND HERBICIDES
(EPA METHOD 8080 AND 8150)
WORK ORDER #: 91-10-076-01
METHOD DETECTION LIMIT (MDL) IN mg/L: See Below
REGULATORY
LEVEL
(mg/L)
CONC.
ANALYTE
MDL
(mg/L)
EPA
NCDEM
1
CHLORDANE
0.03
0.003
0.01
*
1
2
ENDRIN.
0.02
0.002
0.001
*
2
3
HEPTACHLOR
0.008
0.0008'
0.001
*
3
4
,HEPTACHLOR EPDXIDE
0.008
0.0008
0.001
*
4
5
LINDANE
0.40
0.04
0.001
*
5
6
METHOXYCHLOR
10.00
1.0
0.002
*
6
7
TOXAPHENE
0.50
0.05
0.01
*
7
8
2,4-D
10.00
1.-0
0.005
*
8
9
2,4,5-TP (SILVEX)
1.00
0.1
0.005.
*
9
* Below Method Detection Limit (MDL).
Results are for amounts found in TCLP extract.
tclpphex:fed
Revised 6/91
r

Analvtical Services • Aquatic Bioassav Testing • Aquatic Toxicitv Reduction Evaluations
Fil
AATCC Testing Services • NPDES Testing • Reporting & Data Handling Services
PMN Aquatic Bioassay Evaluations
Burlington
Research Post Office Box 2481 0615 Huffman Mill Road • (919) 584-55.64 • Burlington, NC 27216-2481,
TCLP SEMIVOLATILE ORGANICS
(EPA.METHOD 8270)
WORK ORDER #: 91-10-076-01
METHOD QUANTITATION LIMIT (MQL) IN MG/L: See Below.
REGULATORY LEVEL
�l (mg/ L) CONC .
ANALYTE MQL (mg/L)
EPA NCDEM
1
CRESOL (Total)
.200.0
20.0
0.010
2
1,4-DICHLOROBENZENE
7.5
0.75
0.010
3
2,4-DINITROTOLUENE
0.13
0.013
0.010
4
HEXACHLOROBENZENE
0.13
0.013
0.010
5
HEXACHLORO-I,3-BUTADIENE
0.5
0.05
0.010
6
HEXACHLOROETHANE
3.0
0.3
0.010
_i 7
NITROBENZENE
2.0
0.2
0.010
8
PENTACHLOROPHENOL
100.0
10.0
0.0-10
9
PYRIDINE
5.0
0.5
0..010
�E 10,
2,4,5-TRICHLOROPHENOL
400.0
40.0
0.010
11
2,4,6-TRICHLOROPHENOL
2..0
0.2
0.010
!' ! *'Below Method Quantitatipn Limit . (MQL) .
Results are for amounts found
in the TCLP
extract.
tclpsv.fed
Revised 6/91

AGRICULTURAL UTILIZATION LAND APPLICATION
PROJECT:
City of Damn
DATE:
12/05/91
Black River WWTP
J
SOLIDS%:
1.52
pH:
6.7
�^
CALCULATION TO OONVERT TO LBS .
PER DRY TCN
PARAMEM
%
x
10,000
= ppm dry wt.
x
0.002 = lbs/dry ton
Nitrogen
3.75
x
10,000
= 37,500
x
0.002 =
75.00
Phosphorus
1.83
x
10,000
= 18,300
x
0.002 =
36.60
Potassium
0.14
x
10,000
_, 1,400
x
0.002 =
2.80
Sulfur
1.09
X
10,000
= 10,900
x
0.002 = .,
21.80
Calcium
0.66
x
MOM
= 6,600
x
0.002 =
13.20
f-
Magnesium
0.23
x
10,000
= 2,300
x
0.002 =
4.60
!'
Sodium
0.56
x
10,000
= 5;600
x
0.002 =
11.26
-'
Ammonia N
0.07
x
10;000
= 700
x
0.002 =
1.40
_
Calcium 003
NA
x
10,000
= NA
x
0.002 =
NA
TOC
NA
x
10,000
= NA
x
0.002 =
NA
PARAMM
ppm
x
0.002 = lbs/dry ton
Nitrate N
160.00
x
0.002 =
0.3200
Iron
NA
x
0.002 =
NA
Aluminum
NA
x
0.002 =
NA
�I
Manganese
754.00
x
0.002'=
1.5080
Copper
820.00
x
0.002 =
1.6400
Zinc
560.00
x
0.002 =
1.1200
Cadmium
2.50
x
0.002 =
0.0050
Chromium
50.00
x
0.002 =
0.1000
Bickel
10.00
x
0.002 =
0.0200
Lead
55.00
x
0.002 =
0.1100
i
Arsenic
6.02
x
0.002 =.
0.0120
Mercury
0.14
x
0.002 =
0.0003
Selenium
1.40
x
0.002 =
0.0028
�~
Molybdenum
20.00
x
0.002 = .0.0400
Chlorides
4,700.00
x .0.002
=
9.4000
CALC[JIATICN TO DEFUMM,PLM
AVAILABLE NITROM (PAN) .
k
TKN - AmN
x 30%
+ 1/2 AmN + NO3N
x
0.002 = lbs.
PAN/dry ton
Surface
36,800
11,040
11,550
23.1
+ AmN + NOW
Injection
36,800
7,360
11,900
23.8
i
II�
t
j
J
1I
hi
n

CALCULATIONS WORK SHEET
This worksheet is designed to assist the Division of Environmental Management
in reviewing this application as expeditiously as possible. Its preparation in a
complete and accurate manner is critical to this review. For permits that cover
multiple sources of residuals, different residuals from the same -source or sites
with varied CEC, use additional work sheets.
A. LIST THE SPECIFIC RESIDUAL THAT IS COVERED BY THESE CALCULATIONS
(PLACE OR PROCESS OF ORGIN) AND ITS PERMIT NUMBER.
CITY OF DUNN
What is the total dry tons of this residual to be land applied each year?
Total Dry Tons = (Gallons x 8.34 x % solids/100) / 2000
500,000 x 8.34 x 1.52 % / 2000
31.7 Dry Tons
If the quantity of residual will vary significantly or if there will be a larger
initial application, please attach a detailed explanation and provide calculations for
each variation.
B. COMPLEPE THE FOLLOWING CALCJLATIONS THAT ESTABLISH THE PORTION
OF THE RESIDUAL, MADE UP OF THE VARIOUS PARAMEPERS. LIST ADDITIONAL
pARAMEi' M AS NEEDED.
PARAMEM
%
10,000 =
mg/kg
(dry wt.)
x
0.002
= lbs/dry ton
x
Nitrogen
3.75
x
10,000 =
37,500
x
0.002
= 75.00.
Phosphorus
1.83
x
10,000 =
18,300
x
0.002
= 36.60
Potassium
0.14
x
10,000
1,400
x
0.002
= 2.80
Sulfur
1.09
x
10,000 =
10,900
x
0.002
= 21.80
Calcium
0.66
x
10,000 =
6,600
x
0.002
= 13.20
Magnesium
0.23
x
10,000 =
2,300
x
0.002
= 4.60
Sodium
0.56
x
10,000 =
5,600
x
0.002
= 11.20
Ammonia N
0.07
x
10,000 =
700
x
0.002
= 1.40
Calcium CO3
NA
x
10,000 =
NA
x
0.002
= NA
TOC
NA
x
10,000 =
NA
x
0.002
= NA
PARAMF'PF'R ppm
x 0.002 = lbs/dry ton
Nitrate N
160.00
x
0.002 =
0.3200
Iron
21,600.00
x
0.002 =
43.2000
Aluminum
51,000.00
x
0.002 =
102.0000
Manganese
754.00
x
0.002 =
1.5080
Copper
820.00
x
0.002 =
1.6400
Zinc
560.00
x
0.002 =
1.1200
.'� Cadmium
2.50
x
0.002 =
0.0050

I!
Page 2.
Chromium 50.00
Nickel 10.00
1 Lead 55.00
Arsenic 6.02
Mercury 0.14
Selenium 1.40
Molybdenum 20.00
Chlorides 4,700.00
' C. CALCULATE SODIUM ADSORPTION RATIO (SAR)
'OPAL SOLIDS 96 = 1.52 %
i
;i 3.70 meq Na
5.02 meq Ca +
SAR = 1.86
Ir
R f '
r�
f VALUES:
(dry wt. ppm)
5600 (NA) SODIUM
6600 (CA) CALCIUM
2300 (MG) MAGNESIUM
;1
j Na: atomic wt. 23, valence 1
._ Ca: atonic wt. 40, valence 2
Mg: atonic wt. 24, valence 2
� 4
E
x - 0.002 =
0.1000
x 0.002 =
0.0200
x 0.002 =
0.1100
x 0.002 =
0.0120
x 0.002 =
0.0003
x 0.002 =
0.0028
x 0.002 =
0.0400
x 0.002 =
9.4000
2.91 meq Mg
VALUES:
(wet wt. ppm)
85.12 (NA) SODIUM
100.32 (CA) CALCIUM
34.96 (MGi MAGNESIUM

_t
I �
M
Page 3.
D. PLANT AVAILABLE NITROGEN (PAN) CALCULATIONS AND APPLICATION AREA RDQUD0MTS.
16-WIMORIOU
TEN
AMM()M-N
NITRATE/NITME
(PPM DRY WEIGHT)
37,500
700
160
MINERALIMION. RATE (MR) 30 96
(These values can be established for the specific residual or default values can
be used for domestic wastewater treatment residuals. If actual values are
established, attach the documentation. The default values are as follows):
Unstabilized Primary and Secondary Residuals
Aerobically Digested Residuals
Anaerobically Digested Residuals
Composted Residuals
(If the default values are used, attach an explanation as to why the specific
default value chosen is appropriate.)
The method of stabilization utilized by the WWTP is
aerobic stabilization.
(Complete the following calculations for only the application method proposed)
CALCULATION TO DETEMINE PLANT AVAILABLE NITROGEN (PAN)
30%
20%
10%
TKN-AmN x, 30 % + 1/2 AmN + NO3N/NO2N x 0.002 = lbs. PAN/dry ton
Surface 36,800 11,040 11;550 ppm dry wt. 23.1
TKN-AmN x 30 %
Injection 36,800
11,040
OR
+ AmN + NO3NIN02N x 0.002 = lbs. PAN/dry ton
11,900 ppm dry wt. 23.8
�7

Page 4.
TOTAL PAN TO BE LAND APPLIED PER YEAR 0.37 TONS
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED PER YEAR 31.7,
TOTAL PAN IN POUNDS = PAN (mg/kg dry wt.) x 2000 lbs/ton
PER DRY TON.
11000,000
= PAN (ppm dry wt.) x .002
23.1 POUNDS/TON
TOTAL PAN IN POUNDS = PAN (POUNDS/TON) x'TOTAL TONS OF RESIDUAL
23.1 x 31.7
732 POUNDS
DUE TO THE FACT THAT ORGANIC NITROGEN IS rIDVE[ZALIM SLOWLY OVER TIME, THE
AMOUNT OF NITROGEN THAT COMES AVAILABLE IN YEARS FOLLOWING THE INITIAL APPLICATION
MUST BE TAIL INTO CONSIDERATION WHIN CALCULATING APPLICATION RATES FOR
SUBSEQUENT YEARS. THIS BEING THE CASE PLEASE ATTACH AN EVALUATION OF THIS
FACTOR AND ITS IMPACT ON LOADING RATES. SHOW THE ADJUSTED PAN FOR AT LEAST
FIVE YEARS, See proceeding page
THE MAXIMUM ADJUSTED ANNUAL PAN IS IIA POUNDS.
CROPS) N-UPTAKE OF CROP
SOYBEANS 100 lbs/acre
CORN 200 lbs/acre
lbs/acre
lbs/acre
lbs/acre
Please provide the basis for the uptake rates used:
See Agronomist Report

The carry over nitrogen, from subsequent years will be determined by
using the following formula as stated in the NC Land Application
manual:
Formula
Carry-over Nitrogen (lbs/acre) _ % organic nitrogen.x tons solids
applied per acre.
1
E
n

Page 5.
TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF AVAILABLE NITROGEN
CALCULATED ABOVE
TONAL ACRES NEEDED = MAX, TOTAL LBS OF AVAILABLE NITROGEN
POUNDS OF NITROGEN NEEDED FOR CROP*
732
100
7.3 ACRES
* THIS VALUE MUST BE THE VALUE FOR THE CROP TO BE GROWN THAT HAS THE LOWEST
NITROGEN UPTAKE RATE PER ACRE.
IF THERE ARE -VARIOUS CROPS THAT WILL ONLY BE M=ZED FOR CERTAIN SITES, PLEASE
ATTACH THE CALCULATIONS FOR EACH SITE AND DETERMINE THE TOTAL NEEDED ACRES
USING THE FORMAT OUTLINED:
E. ANNUAL CADMIUM CALCULATIONS AND APPLICATIONS AREA REQUIREMENTS.
TAKE a ULATED POUNDS PER DRY TON FOR CADMIUM FROM B.
ABOVE = . 0.005
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED EACH'YEAR
= 31.7
TOTAL CADMIUM IN POUNDS = CADMIUM (POUNDS/TON) X TOTAL TONS OF
RESIDUAL. LAND APPLIED EACH YEAR
0.005 x 31.7
0.1585 POUNDS
MAlXN CADMIUM LOADING RATE AS ALLOWED BY 40 CER 257.3-5 IS 0.5
KILOGRAMS. PER HECTARE OR 0.445 POUNDS PER ACRE

F
Page 6.
TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF 'VIAL CADMIUM
CAI iaUTED ABOVE:
TOTAL ACRES NEEDED = TOTAL LBS OF CADMIUM
0.445 LBS PER ACRE PER YEAR
0.445
1x .'1W
F. DETERMINE ERMINE THE TOTAL NUMBER OF ACRES NEEDED FOR LAND APPLICATION BY
COMPARING THE ACRES NEEDED FOR PAN AND THAT NEEDED FOR CADMIUM. WHAT
IS THE LIlKIMG FACTOR: PAN ✓ OR CADMIUM . HOW MANY ACRES ARE
NEEDED? 7.3 HOW MANY ACRES OF LAND APPLICATION ARE AVAILABLE?
444.9 IF THE ACRES AVAILABLE DOES NOT MEET OR EXCEED THE ACRES NEEDED,
THE APPLICATION CANNOT BE PROCESSED AND WILL BE RETURNED.
IF CALCULATION SHEETS ARE BEING COMPLETED FOR MORE THAN ONE RESIDUAL
OR SITE, PLEASE ATTACH A SUMMARY SHEEP THAT BRING THE RESULTS OF ALL THE
THE CALCULATION SHEETS TO ONE POINT.
G. DEIERM E THE SITE LIFE FOR THIS LAND APPLICATION SITE:
NC TE: FOR THE PURPOSE OF THIS DET'ERMINATION, THE
LIFETIME HEAVY METAL LOADINGS SHALL NOT EXCEED
THE FOLLOWING FOR THE CORRESPONDING CATION
EXCHANGE CAPACITIES (CEC).
Parameter CEC<5 CEC 5-15
CEC)15
Toad (lbs/acre) 500 1000
2000
Zinc (lbs/acre) 250 500
1000
Copper (lbs/acre) 125 250
500
Nickel (lbs/acre) 125 250
500
Cadmium (lls/acre) 4.5 9
18
SITE LIFE FOR THE SITE COVERED BY THIS APPLICATION THAT HAS
THE LOWEST CEC
I

r
Page 7.
THE SITE LIFE IS DEIERMINED BY CALCULATING THE NUMBER OF YEARS THAT
THE SITE WITH THE LOWES`P CEC CAN RECEIVE THE RESIDUAL WITHOUT EXCEEDING
THE ABOVE TIFFIME METALS LOADINGS. FOR EACH OF"THESE METALS OCMPLEPE"
THE FOLLOWING CALCULATIONS.
1. SITE LIFE BASED ON LEAD
PROJECCFED LBS OF LEAD APPLIED PER ACRE PER YEAR = LBS PER 'ION OF LEAD
IN RESIDUAL x 'IONS OF RESIDUAL APPLIED PER ACRE PER YEAR
POUNDS PER `ION OF.LEAD IN RESIDUAL = 0.11
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR= 1.27
POUNDS OF LEAD APPLIED PER ACRE/YEAR = 0.11 x 1.27
SITE LJFE = LIFETIME ALLOWABLE LOADING BASED ON SITE CEC
PROJEC M LBS OF LEAD APPLIED PER ACRE PER YEAR
500
SITE LIFE _ = 3585.6 YEARS
0.139
2. SITE -LIFE BASED ON ZINC
PROJECPED LBS OF ZINC APPLIm PER ACRE PER YEAR = LBS PER TON OF ZINC
IN RESIDUAL x TONS OF RESIDUAL APPLIED PER ACRE PER YEAR
POUNDS PER TON OF ZINC IN RESIDUAL = 1.12
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR= 1.27
POUNDS OF ZINC APPLIED PER ACRE/YEAR = 1.12 x 1.27
SITE LIFE = LIFETIME ME ALLOWABLE LOADING BASED ON SITE CEC
PROJECPED LBS OF ZINC APPLIED PER ACRE PER YEAR
250
SITE LIFE _ = 176.1 YEARS
1.420
i

r
I�
�iti
t�
Page 8.
PROJE= LBS OF COPPER APPLE PER ACRE PER YEAR = LBS PER TON OF COPPER
IN RESIDUAL x TONS OF RESIDUAL APPLIED PER ACRE PER YEAR
POUNDS PER TON OF COPPER IN RESIDUAL = 1.64
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR= 1.27
POUNDS OF COPPER APPLIED PER ACRE/YEAR = 1.64 x 1.27
SITE LIFE = LIF IT E ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED LBS OF COPPER APPLIED PER ACRE PER YEAR
125
SITE LIEE' = = 60.13 YEARS
2.08
4. SITE L� E BASED ON NICKEL
PRaJEC'M LBS OF NICKEL APPLIED PER ACRE PER YEAR- LBS PER TON OF NICKEL
IN RESIDUAL x TONS OF RESIDUAL APPLIED PER ACRE PER YEAR
POUNDS PER -TON OF NICKEL IN RESIDUAL = 0.0200
`DONS OF RESIDUAL APPLIED PER ACRE PER YEAR-- 1.27
POUNDS OF NICKEL APPLIED PER ACRE/YEAR = 0.0200 x 1.27
6
SITE LIFE = LTFI'P , ALLOWABLE LOADING BASED ON SITE CEC
PRaWlED LBS OF NICKEL APPLIED PER ACRE PER YEAR
125
SITE LIFE = = 4,930.3 YEARS
0.0253

J-
':I
Page 9.
5. SITE LIFE BASED ON CADMIUM
PROJECTED LBS OF CADMIUM APPLIED PER ACRE PER YEAR = LBS PER TON OF CADMIUM
IN RESIDUAL x `IONS OF RESIDUAL APPLIED PER ACRE PER YEAR
POUNDS PER TON OF CADMIUM IN RESIDUAL = . 0.0050
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR-- - 1.27
POUNDS OF CADMIUM APPLIED PER ACRE/YEAR = 0.0050 x 1.27
SITE LIFE = T IFEI'E ALLOWABLE LOADING BASED ON SITE CEC
0MY25If14
PROJECIED LBS OF CADMIUM APPLIED PER ACRE PER YEAR
4.5
sm
710.0 YEARS
COMPARE THE FIVE METALS ABOVE AND DETERMINE THE MEDAL THAT WILL RESULT
IN THE SHORTEST SITE LIFE FOR THE SITE. THE METAL IS C IL
AND THE SITE LIFE IS (aO YEARS.

4A 3-
VICINITY MAP
HA 2,3
CARL HAMILTON JR.
R. DEWAYNE WEEKS
L7_

SITE SUMMARY SHEET
County: Narnatt
Owner: �._.- T)awavna Waclr� NA 9
Operator: cams
Address: Rnil f-
Minn _ ATr.. 9S2__q`24
Phone: (419) P99-19nn
Est.
Applicable
Fields Total Acres Acres Crops
HA2-1 40.7 34.1 Corn, Soybeans
Small Grain,
J. Set Aside
IHA2-2
HA2-3
65.2
56.7
same I
same,
HA2-4
77.2
66.3
same
HA2 '5
88.5
78.8
same
HA2-6 1 57.7 1 49.8. same
TOTAL 1 41'2.8 1.354.8
Comments:

11
LANDOWNER .7- -U�� w61 att� LZ ZZ Z'-.
LOCATION:
FIELD 1:
*A Z- / DATE: /C -2,3-,q I
FREDOMIZNATE SOIL SERIES:
DEPTH TO
WATER TABLE: ;>
SLOPE:
DEPTH
BORINGS
-o -Z 91.0 -
TEXTURE COLOR
FIELD ANALYSIS
STRUCTURE
p I
Zoo.— �
L
a7e�T
a
qq
<
5a�
U
YSr
L�--4
R'.3
v

LOCATION: tlg �4
LJ FIELD 4: Hr47--7-, DATE: /0 -,2 3- IF
PM.0014127ATE SOIL SERIES:
let —
DEPTH TO
WATER TABLE: 4AXA
he k
��- kA.�,&ASLOPE: LiA 2
A
j FIELD ANALYSIS
DEPTH
h BORINGS TEXTURE COLOR STRUMTRE
WIN-
IF?
la-1 77
M�wlffl Mw_ W71A
tr
7p
V 9-0 WMAM

LANDOWNER: 11 LZwQEE:
LOCATION:
FIELD #: M'z —3 DATE:
zv
PRZDOKINATrw SOIL 052rM; lVUL--"t'K
tj
4 CA
DEPTH TO 7�o 1.4-LaA-0-
,WATER TABLE:
71- d-?
OV
SLOPE:
10
FIELD ANALYSIS
DEPTH
BORINGS TEXTURE COLOR STRUCTURE
VA d —
L7
LAZO_
<
40c
a.4
41
5

rl
LANDOWNER: R. A
LOCATION:
ArA FIELD 7-
DATE: 1A, -23-
FIRLDOMINLATE SOIL SERIES.
DEPTH TO -sc-, 4-0-7d"
WATER TABLE: TIN&
SLOPE: c/0
i tf IL
lye
FIELD ANALYSIS
DEPTH
BORINGS TEXTURE COLOR
STRUCTURE
I'll ',lWA-&rMlh;M
MAN
gold
Ai
0
A -A

LANDOWNER:
LOCATION:
FIELD DATE:
PREDOMINATE a0 -M SERIES: A.�4a4A
DEPTH TO
4
� •� %%
WATER TABLE:
116)
SLOPE: 2,
DEPTH -
BORINGS TEXTURE COLOR
tu-k I . I.
�%
FIELD ANALYSIS
A
STRUCTURE
11 , - 2�. 14
WIVAMME==�
No
IN M
mmm
M

f
LA,'VDOWNER� � �.�ttt- LL..ZJ cc.
LOCATION:
FIELD # 2— 6 DATE:
PREDOMINATE SOIL Sc,RIES.: lJ7i
A
.DEPTH TO
WATER TABLE: / tJ (t uv�
"R SLOPE:
L-elcLy &,I C4
FIELD ANALYSIS
DEPTH
BORINGS TEXTURE COLOR STRUCTURE
;1
�S
,' r -
?. /21 Y� -
v�
4 ,
r
4
i 4
t
I.

V.
toe
41U

X-
0%
L!
N
ti
"war\ i•
t
6N, .1m
-E . --wow
67,
Lip
9.
nv
'T
r
3-
IL
N
S'l - T7
Q17
S3
61�07'
al
j
7777
a 107-
z
2%...
SITE MAP
1000
HA 2 3,4,5,6
DEWAYNE WEEKS
=..WATER SUPPLY WELL
A. GRAVEL PIT
747
y

�/ % .,,� 'r t \'��\lam �"` :' • �\ 7. "� % ` r' - `�+� `U -
001
•�_Bah
�'�'_ .. _1'I 89 /�``\y�J T�7
11 �'� J \ .T�aiNeIn I�I'� D r1
J !• /�'�
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Radio cwer.
82
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>— � •' Chapel r � _ ' r i% ( _' . r
' \ -„\% • LI �' /6;1T r 1735 I • n • { Cem
h `II1-•./ J. '(.. I ` -� .�r� 203
. -a
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.r.. �� '% :ik '!��` r1735
171
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i�
4•��',,
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07
170
67
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it
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t••-,,+1- 1740
177
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t• _ `�� �.. _.,,�i�--'— �-�.-�' .mil .., �r--.... I��i^ • �� '.-%� -, �:
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r
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/7a.w,
•2 F
166 TOPOGRAPHIC MAP .`
a L n = 2000' )
HA 2 — 1,2,3,4,5,E `••u,,.
DEWAYNE WEEKS! I y
Averasboro
V ' Cem /

_:�,
-P.. .% J. %' / 71
-ter-• . t '
do T
--180
,� �\\yam^-�. � • • ��
- Is sad
s — �— 1
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40
40"-
76
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lie
40
\ 11.�._ N • •ze
• •
••• —• / ,�
TOPOGRAPHIC MAP 1
I" = 660'
HA 2 — 5 ���•.
DEWAYNE WEEKS ,
•V a'

170 �
TOPOGRAPHIC MAP
1" = 660'
HA 2 - 3,4,6
DEWAYNE-WEEKS
v _
em

-
I.
TOPOGRAPHIC MAP
1"• = 660'
HA 2 — 1,2
DEWAYNE WEEKS
1\
4
/1
I'll 77 f
CO

13
-763
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Q
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Its
365
is
36SQ A � �jy•- SOIL MAP
�a30 ",:: "q azBR HA 2 — 4 , 5 , 6
I ago ; : DEWAYNE WEEKS
_l ct vim,- ': � - / � .. • J-
C -
371 61 APPROX. SCALE 1" = 1320 '
x - » f $ u 4'�'•i+:� r - ��!` USDA•SCS•FORT WORTH, TEXAS ,

: 6 O 6 410 �: }dam ,- •
930
900
A 7-6
37 :56..
'SA
�H
j 365
{ B �3 3 5 a
A
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4l0�-_ c
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a .. Y55 �'^x..•. ��. ".✓�. � N , l.. ''36o- as° - ^ r� r _ '%�sa, '�f�3. to{�:
Pev
i. r 365 .rW Y 13 �ij: f>' 365 1) 55
KL
+f- o ram, ; SOIL MAP
HA 2 — 1, 2. 3
DEW AYNE WEEKS
36
3cs '
APPRO.X. SCALE 1TT = 132(
37r
`'- V \hI 3.40 - ••' A h .J USOA•SCS;FONT WORTH TEXAS

CNE_X I City of Dunn
370264
HA
100 YEAR FLOOD PLAIN MAP
I" = 1000'
HA 2 - 4,5
DEWAYNE WEEKS

Dior tb Caro liva D iD isiou of
CuDirouneutaY Ala ua[gmt-tt
AGREEMENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permittee: c'; ty of Minn , Nr
Contact Person: Toe Camphe 1 1
Address of Permittee: • P o Box 1 o 6 S
Minn, NC 928l''A4
List of Sludges to be applied to these lands: n unn Nr DMTP
Site ID Number: HA Z
Field Number: 11 z L31 y S10
Location of Land to be used for sludge disposal (include map for each site):
140%rAefi COU144
Owner of Property used for sludge disposal • e-,a He, Wee 6
Lessee of Property (if appropriate): N��f
Land use or cropping patterns: Cov H , S �eey gi s ►1 t Grp i f 5 f Qs: �
Intended use or disposition of crops: )Yv+ 4-a, �irec+ L44—I&M c su motphi oa
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
The undersigned land owner or his representative hereby permits
City of Dunn, NC
hereinafter referred to as the Permittee, to apply the above listed sludges upon the land at the
location shown as described herein in accordance with the restrictions, and stipulations as given
below. The landowner or his representative receives, in consideration,, full use of the nutrient
value of the applied sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. This agreement shall remain in effect for the
length of the Division of Environmental Management land application permit and shall be renewed
each time the land application permit is renewed. The undersigned land owner or his
representative and the Permittee agree to abide with the following restrictions and stipulations until
such time as written-nouhcation, given thirty (30) days, in advance, modifies or cancels this

Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
-� P.O. Box 27687
f Raleigh, NC 27611-7687
111111111111111l111111111111111111lI1111111I1111111111111111111111111IIItllll11111111111111111111i1t1111111111111111
STIPULATIONS:
1. The landowner or his representative. hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after sludge or residual application and to established monitoring
facilities on or near the application site as -required by the sludge or residual land
applicatiori permit.
2. The landowner or his representative authorizes the Permittee, County and S tate
Officials or their representatives to take necessary soil, surface and ground water
samples during the term of, and twelve (12) months after termination of, this
:.Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the
land application permit as issued by the N.C. Department of Environment, Health
and Natural Resources (NCDEHNR) Division of Environmental Management
(DEM) for the land described above prior to commencement of sludge or residual
application. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and
I
data concerning the program for land application of sludge or residuals to privately
owned lands which includes an analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
TI
the equipment used 'by the Permittee for sludge or residual application.
'
5. The Permittee will furnish each landowner &his representative with, acopy of the
�.
results of each soil -analysis.
f6.
The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
-'
residual application. Sludge may be applied to sites with a pH of less than 6.5
rl
provided a sufficient amount of lime'is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
7. The landowner of his representative will inform the Perminde of any revisions or
_Y
modifications to the intended use and cropping, patterns shown. above prior to each
planting season to, enable the Pe=ttee to amend this Agreement and schedule
=
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
permit, the owner or his representative and the Permittee will determine
sludge/residual application rates and schedules based on crop patterns and the
-
results of soil samples.
�C
i�
8. No crops for direct human consumption shall be raised on these sites for a period of
I
eighteen (18) months following sludge application.

9. The landowner or his representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (18) months from the date of the most recent
L--� sludge application.
7
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
r following sludge/residual application. Such controls may include the- posting of
signs indicating the activities being conducted at each site.
11. Specific sludge/residual application area boundaries shall be clearly marked on each
I ; site by the Permittee prior to and during sludge application.
i
' 12. Should the landowner or his representative lease or otherwise permit the use of the
F land by a third party, the landowner shall be responsible to insure the third party
agrees and complies with the terms and conditions of this Agreement.
13. The existing lessee, if any, of the 'site agrees, by execution of -this Agreement, to
comply with all provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the
parties hereto with reference to the subject matter of this Agreement.
15. Animals should not be grazed on sludgelresid"ual applied lands within a thirty (3'0)
f day period following the sludge application. Application sites that are to be used for.
grazing shall have fencing that will be used to prevent access during these periods
after each application.
f— 16. Prior to a transfer of this land ,to a, new owner, a notice shall be given by the current
landowner to' the new landowner that gives full details of the materials applied or
incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division : of
Environmental Management may; upon presentation of credentials;, enter and
inspect any property, premises or place on or related to the application site and
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; or may obtain samples of groundwater, surface water,
or leachate.
1111111111111111111111lit111111!lI1111111111111111111111111111111l11111111111f111111111111111111111l11f1111111111111
RESTRICTIONS:

�t�H1
1.
wn�aumauuawamnamnmmi�anami���awnattwaanaimim�mawta�tnmuww
. -&-W Uee L S have read this ]arid owner's agreement
and do hCrebfY grant pernusiicn w the Permute w appl
sludge w my lands as specified herein. G7
T ind ow]
to -zY—Cf1
D
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby cardry thar.
Personally appeared before me this day and ac�mowiedged the due execution of the forgoing
instrument.
WITNESS my hand and offic.al seal this
My commission
swat
OFFICIAL SEAL
Notary Public, North Car IN
County of Mecklenbur8
DAVID J. WANUC
ission Expires February 21, 1995
day of , 19
ARY PUBL
L � ' 12ate, —4 6L%4 -L � s have read this land owner's agreement
and do hereby agree to abide by the stipulations and
msmctions as specified herein.
Less
.1-9
D;
have read this Land owner's c
and do hereby agree to abide by the stipulations and D
restrictions as specified herein.
Pe=a
-
D

BUFFER ZONE EXPLANATIONS
R. Dewapne Weeks HA2
HA2-1 A property line buffer will be required on the west edge.
A ditch buffer on the south edge and 'an off site home
buffer on the southeast corner.
HA2-2 Property buffers are required for the entire west and
south boundaries and at the northeast corner. A ditch
buffer is required along the road to the north.
HA2-3 A property buffer is required, on the northwest edge.
Pond buffers are requiredon the northeast. A ditch
buffer to the west. A well buffer to the southeast and
a ditch buffer to the south along the road.
HA2-4 A ditch buffer to the west. Pond buffers along the north
and northwest and southeast. A property buffer to the
south. Another ditch buffer along the road as well as a
well buffer to the southwest."
HA2-5 Property buffers to the northwest and south. A surface
water buffer to the east (Black River).
HA2-6 A property buffer' is required ,along the west boundary.
A ditch buffer is required along the balance of the field
boundary.
H

10 I
DIVISION OF ENVIRONMENTAL MANAGEMENT
February 27, 1992
-XEKbRANDUN
TO: 'Brian Wootton, Permits & Compliance Unit
Groundwater'Sec./Raleigh Central Office
FROM: M. J. Noland, Regional Supervisor
Fayetteville Regional Office _
SUBJECT:. City of Dunn
Land Application of Sludge
WQ0006101 GW92053
2.5 miles south of Erwin, Harnett Co.
The Fayetteville Regional Office Groundwater Section has reviewed the
subject permit application and has the following comments:
1. The proposed nutrient loading rates are well below agronomic.
2. Metals and organic constituents in the sludge are in very low
concentrations and do not present any application limitations at the
proposed rates.
3. The sites evaluated for land application have several soil types,
some that have seasonal high water table problems. Areas with
seasonally wet..soils normally could be used for spring thru fall
applications.. In this case, the low application rate (30 lbs PAN/Ac)
is not high enough to cause any significant groundwater concerns.
The FRO/GW Section recommends approval of the permit application without
need for groundwater monitoring at this time. If you have questions please
contact"Art Barnhardt.,
MJN/SAB
0

GROUNDWATER SECTION GW #12205
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
'REVIEW BY _ 4kwg kkoT- DATE 142 _g & FIELD INVESTIGATION ? (YA
FACILITY NAME_&ru cFljNQ COUNTY—Namc�r-
LOCATION <hE Iocaup ! �, c r4 x a 5 its
TYPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) IA" AW ": mow. mil �� DESIGN CAP. (\' D) 1
DESCRIPTION OF FACILITY fir: /ran gLl c - I�Q i; n, �;•cfF ►, �, „Ir r \
C•
SIZE OF IMPOUNDMENT (FT. SQ) & / OR SIZE OF APPLICATION AREA -91V5 t S
WASTE SOURCE:pgMUN. SLUDGE MUN. W. WATER: .[D PRIMARY SECONDARY TERTIARY
[—]IND. SLUDGE IND. W. WATER OTHERS
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM- i= FT.. WELLS gV0
FOR WELL- TYPE OF USE I)CMat"c . DEPTH ,PUMP RATE (EST..)
JXru►�ow.v
WHAT DESIGN CONDITIONS WILL REDUCE / INCREASE CHANCE OF- GW CONTAMINATION:
WHAT NATURAL SITE CONDITIONS WILL REDUCE / INCREASE CHANCE OF GW CONTAMINATION:
DEPTH TO: BEDROCK V (oQ FT. , SEASONAL HIGH W. T. _ 5 �e >6, FT. , ANNUAL W. T. FLUX: 3- S, FT.
SURFICIAL AQUIFER BEDROCK / ARTESIAN AQUIFER
GEN. UTHOLOGY_4A-jg - coati -
HYD. COND. 2- FT./DAY MEASURED 3 FT./DAY MEASURED
® ESTIMATED ESTIMATED
THICKNESS 9'D Fr,
'NO. OF MONITOR WELLS: PROPOSED:, UP t1_4 DOWN N A EXISTING : UP w DOWN N A
FROM WORKSHEET. SITE NUMERICAL DESCRIPTION =.L5 " S 'i L t F A W
T--� 1 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL) = CG J SITUATION GRADE
PROPOSED SAMPLING SCHEDULE & PARAMETER(S7
N/A-
REMARKS/RECOMMENDATIONS: SkE [a► v-oeA rl
;W,48 Revised 8/87 HYD. REGIONAL SUPERVISOR

SITE SUMMARY SHEET
County:
Owner: ^- T�ami 1 tnny Tr PA4
Operator: cane
Address: Rt 4, Rnx 704
Tliinn, Nr.
Phone:
Fields
Total Acres
Est.
Applicable._
Acres
Crops
HA3-1
107.5
90.1
Corn, Soybeans
Small Grain,
Set Aside
Comments:

LAlNDOWNER:
LO C."k, "LION:
FIELD 4: HA 3 -1 DATE: /0 -2 g f
PREDOMINATE SOIL SZRIES: V./ c-c
DEPTH TO
WATER 'TABLE: 3 2 61�)
SLOPE:'
FIELD ANALYSIS
DEPTH
BORINGS TEXTURE COLOR
3 MUL"I"URE
7M Z
wi
MAW
,m
0 7,4A^4
A"
r - -

0 IP"R
0A,
' ri
All- I
& Mll
m"a
Al
NOR
-le —
3'0
......................
02
SITE MAP
lVag WATER SUPPLY WELL 660'
Pt-i 0 TC :;z7 HA 3 - 1
CARL HAM ILTON JR.
, U."qua

WATER SUPPLY WELL
`. oo /
�- TOPOGRAPH i C'MAP
.. +.'<. I" = 660-'
CARL HAM I LION JR .

Bosom
ZONE AE
NE X
05
p WLI
F.Vi
ZONE X
ZONE AE
Jumpm
100 YEAR FLOOD PLAIN MAP
L'0001
HA 3 -
CARL HAMILTON JR.
ZONE.X
-ZONE X
ZONE X

_ -
`' Jf/ i\
it
,
z02I) Gl
�Vl
�i oW Course i �r
aj
202
` - /�/ I; • _• T \, �rr ire `� �� .
177
l( p v r'•
,j Iiii ii, •
1 ;� . .fir � / I %. /{ \'�/•.
r �� \ - �',�� / �•% t� .` n a Smith'(�1'ova
Ira
7iNl
1\
50 / 66i
--'
t'• ;i / / i" ; Averasboro 1 %
7- Cem
I.' :'his: `��,: ` ^,h 13 ��•it =r.ris 't'Cyei•.: \ ,• 59
TOPOGRAPHIC MAP
HA 3 1
CARL HAMILTON JR . .
\ �' I 1787 `

44
rr« rx y jig•'Ad E
�4 '�'.`� ;� p.,a:'�R r; j ; { !i r �� >j., r�_j� .�i
,;� •'2`-�-A1 '^`,a � `- a"'�,a•v' � r� jr5t �w `L7�� 4� ya��>.
ice',• ��� ��� r � y
�, ��, ��✓ yt -
- ,'�'.,r..- y r � v •�' ��'�C�'w .: ,, .'� c t •'fir
s t•i"y} roy- to � .." •'^h � � 4 :� s �`, �
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4

�or� �a�roYttta� �t�fgto�t o�
��i�irottm�tt�z �a�ttag�m�tt�
AGREEMENT FOR THE LAND APPLICATION_ OF WASTE SLUDGE
(� TO PRIVATE LANDS
(— Permittee: ci t y of nunn Nc
Contact Person: Joe Campbell
Address of Permittee: P . o-_ Rox 1 Of;
nunn _ NC 2R114
List of Sludges to be applied to these lands: nunn NC wrr7TP
Site ID Number: 3
Field Number: 9
Location of Land to be used for sludge disposal (include map for each site):. .
Owner of Property used for sludge
Lessee of Property (if appropriate):
Land use or cropping
Intended use or disposition of crops: /Vc,+ 4r- d,,red 4w m,4o -% cy+� s4.M�a �r0 N
11IIIIIIIIIIIIIIIIIIIIIIIIIlllI1111111I11111111111111111111111111111111111111111111111111111111II1111111111111111111
The undersigned land owner or his representative hereby permits
Citv of Dunn. NC
hereinafter referred to as.the Permittee, to apply the above listed sludges upon the land at the
location shown as described herein in accordance with the restrictions and stipulations as given
below. The landowner or his representative receives, in consideration, full use of the nutrient
value of the applied sludge while the Permittee receives, in consideration, the use of the land
described above for the disposal of digested sludge. This agreement, shall remain in effect for the
length of the Division of Environmental Management land application permit and shall be renewed
each time the land application permit is renewed. The undersigned land owner or his
representative and the Permittee agree to -abide with the following restrictions and stipulations until
such time as written notification, given thirty (30) days in advance, modifies or cancels this

Land owner's A;reement
- gage 2 of 4
. agreement. Notification of cancellation of this agreement shall be immediateiy forwarded to:
r. Division of Environmental Management
Permits and Engineering Unit
P.O. Box 21687
Raleigh, NC 27611-7687
`. 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee .County and
State Officials or their representatives to inspect .each parcel of property prior to,
during,' and after sludge application and to established monitoring facilities on or
near the application site as required by the sludge disposal permit.
2. The landowner or his representative authorizes the Permittee, County and S tate
Officials or their representatives to take necessary soil, surface and ground water.
samples during the term of, and twelve (12) months after termination of, this .
Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the
land application permit as issued bythe N.C. Department of Environment, Health
and Natural Resources (NCDEHNR) Division of Environmental Management
(DEM) for the land described above prior to commencement of sludge application.
The NCDEHNR-DEM permit will delineate maximum application rates, limitations
and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with, information, and
data concerning the program for land application of sludge to privately owned lands
which includes. an analysis.of constituents of the sludge, sludge application methods
and schedules for typical cropping patterns and a description of the equipment used
by the Permittee for sludge application.
5. The Permittee will,fumish each landowner or his representative with a copy of the
results of each'soil analysis.
6. The site shall be adequately. limed toa: soil pH of at least 6.5 prior to sludge
application. Sludge may be applied to sites with a pH of less than 6.5 provided a
sufficient amount of lime is also applied to achieve a final pH of the lime,.sludge and
soil mixture of at least 6.5.
7. The landowner of his representative will inform the Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
planting season to enable the Permittee to, amend this Agreement and schedule
applications at appropriate. periods. Within the limits of the NCDEHNR-DEM
permit, the owner.or his representative and the Permittee will determine sludge
application rates and schedules based on crop patterns and the results of soil
samples.
8. No crops for direct human consumption shall be raised on these. sites for a period of
eighteen (18) months following sludge application.,

9. The landowner or his representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (18) months from the date of the,most recent
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active. site use and for the eighteen .(18) month period
following sludge application. Such controls may include the posting of signs
indicating the activities being conducted at each site.
11. Specific sludge application area boundaries shall be clearly marked on each site, by
the.Permittee prior to and during sludge application.-
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third parry; the landowner shall be responsible to insure the third party
agrees and complies .with the terms and conditions of this Agreement°
13. The existing lessee, if any, of the site agrees, by execution of this Agreement; to
comply with all provisions of this Agreement
14. This Agreement'shall be'binding-on the grantees, the successors and assigns of the
parties hereto with reference to the subject matter of this Agreement
15. Animals should not be grazed on sludge applied lands within a thirty (30) day period
following the sludge application. Application sites that are to be used.for grazing
shall have fencing that will. be used to prevent. access during these periods after each
application.
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied;or.`::
incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the disposal site and .
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; or may obtain samples of groundwater, surface water,
or leachate.
111111111I1111111111111111111111111111111111111111111l11111111111111111111111111111111111111111111111111111111111111
RESTRICTIONS:.

'� asa-Mt9 -N
s.
mivanma��nnnn�aaumn�imm�a�iutam�wm�mnnannanumnmanna�mmnma�
L L have read this land ownees agreement
and do hereby grab permission to the Permits w apply , !
sludge to my lands as specified herein. . --Land V W =�R� ]'�,��
b
Io-z3-9 f
Daze
NORTH CAROLINA, COUNTY, _
I, the unde�igned Notary Public, do hereby cartify that
personally appe=d before me this day and acknowledged the due execution of the forgoing
instrument
WITNBSS my hand and official seal this
z 3 day of
NOTARY PUBLIC
My commission Expires
c
OFFICIAL S&1
Notary Public, North to
County of Meck!er'r
DAVID J. WANIU, ,\
M Commission Expires February 21, 1995
L have read this land owner's agreernent
and do hereby agrw to abide by the stimulations, and
restrictions as specified herein. NIX
d S 1 1c—
' Lessee
Date
lid "t • have read this land owner's ent (�
and do hereby agree to abide by the stipulations and
restrictions as specified herein. (((;;000U••J��(((
Permittee
Ir��

BUFFER ZONE EXPLANATIONS
{I Carl Hamilton, Jr.
I
HA3-1 A property boundary buffer. -will be required along the
west edge and north edge. A well buffer at the vacant
home to the north. Ditch buffers all throughout the
field as shown on the site map (east,..central and west
# portions). ,

�. AGRONOMIST REPORT
CITY OF DUNN, NORTH CAROLINA
AGRICULTURAL UTILIZATION - LAND APPLICATION
_ The use of municipal and/or industrial wastewater sludges in the
agricultural community as a fertilizer supplement to grow crops is
J� a common sludge management practice utilized by cities and
;I industries nationwide. and abroad. The organic matter, nutrients
(micro and macro) and in some cases lime, will, when used in a
properly managed, program, serve as a soil amender and fertilizer
source at a.tremendous cost savings to the farmer.
Few sludges will provide all of the nutrients, and lime required for
ideal hay and crop production., -- The City of Dunn sludge will:.
provide_ all of the -crop requirements for nitrogen ,and phosphate,
all of the micronutrients; sulfur, zinc," copper and magnesium, but
only a fraction of the potash and no lime.
Experience and research consistently demonstrate that even with sub-
optimal precipitation most crops will respond markedly to sludge
applications.
Loading rate recommendations and agronomic suggestions for various
crops produced in the region are detailed in the following pages.
David J. Wanucha
Environmental Services
Z

L-�
AGRONOMIC SUGGESTIONS FOR:
SOYBEANS
Nitrogen Loading: 120 to 160 pounds per acre*
Sludge applied at- this PAN rate should be sufficient to produce an
acceptable yield for North Carolina.
Best Management Plans include soybeans with -corn, small grain and
grass set aside as an accepted crop rotation. If erosion control
is required contoured strip no till cropping patterns should be
followed. Average late spring: planting,; following normal small
grain harvest, should allow for an ample growing season. Soybeans
grown in fields that are sludge -receivers are suitable for the
soybean market or livestock feed. Although soybeans would not
normally receive nitrogen after .:a small. grain, 'sludge applied at
the same PAN rate as corn is acceptable'. Soybeans are a legume and
possess the ability to manufacture their own nitrogen.under ideal
field conditions. Field -conditions are seldom ideal and there may.
be times during the growing period that'supplemental applications.
of nitrogen can be beneficial.
*Nitrogen loading is based on "Plant Available Nitrogen" or PAN
rates for subsurface injection.

i_
AGRONOMIC SUGGESTIONS FOR:
(J SMALL GRAINS
a' BARLEY -OATS -RYE -WHEAT
Nitrogen Loading:' 80 to 100"pounds per acre
Sludge applied at this PAN rate should be sufficient to
produce an acceptable yield for North Carolina.
�- -Best Management Plans,include small grains with sovbeans,
corn and a grass set aside as an accepted crop rotation. If
erosion control is required, strip -no till cropping patterns
should be followed., Normal late spring grain harvest should
allow for a full soybean season producing acceptable North
}' Carolina yields. Small grains that have been harvested from
1- sludge receiver fields are suitable for the process grain
market plus livestock feed.
-' * Nitrogen" or
Nitrogen loading is based on Plant Available
PAN rate for subsurface injection.
s-
f
1
'l
I;
r.
i
tl
1
4

AGRONOMIC SliGGESTIONS FOR:
CORN FOR GRAIN
Nitrogen Loading: 120 to 160 pounds per acre.,*
CORN FOR SILAGE
Nitrogen Loading: 180 to 241.0 pounds per acre
PAN applied at these rates should be sufficient"to produce high
vields in most areas of North Carolina. The sandy coastal
plain soils should receive maximum amounts if possible.
Slightly -reduced loading rates in the Piedmont or mountains
�— should still produce good vields.
Best Management Plans include corn with small"grain, soybeans
and a grass set aside as an accepted crop rotation. If
erosion,,control is required, strip -no till cropping patterns
(— should be followed. Average spring planting -dates will allow
{ ample time for fall harvest and sowing of the winter cover.
If corn is a yearly crop, a small drain should,be sown ,as
winter cover and incorporated as green manure in"the spring.
Corn that is grown in any field that has received sludge
---- within the past eighteen (18) months, shall not be used for -
direct human consumption.
*Nitrogen loading is based on "Plant available :Nitrogen" or
PAN rate for subsurface injection.

' LITERATURE CITED
M.. Agronomic suggested Nitrogen loading rates are based in part on the
following guidelines:
Crop fertilization based`on North Carolina soil tests.
Published by:
r North Carolina Department of Agriculture Agronomic Division
.,1991 North Carolina Agricultural Chemicals Manual
f( Published by:
l.. College of Agriculture and Life Science
North Carolina,State University
General Guidelines for'Land Treatment of Sludge
Published by:
Water Resources Research Institute
North Carolina State University
Agronomy Handbook
s�
�E Published by:
A & L,Agricultural Laboratories
I_
i
i
1�
r
.I

SOIL SCIENTIST REPORT
CITY OF DUNN, NORTH CAROLINA
AGRICULTURAL UTILIZATION - LAND APPLICATION
The predominate soil types encountered on the proposed application
sites for Mr. Weeks (Site No. HA2), are the Marlboro'(377A),
Norfolk (365), and Augusta (46). Other soil types are present as
well but occur in small pockets or areas of each field. These soil
types are Rains (830), Bibb (822) and State (328).
The predominate soil types encountered on the proposed application
site for Mr. Hamilton (Site No. HA3), are the Wahee (552),
Altavista (544A) and State (328).
Generally speaking, all of the above soil types are excellent soil
types for sludge applications - at agronomic rates. Applying
sludge at agronomic rates means applying only enough sludge to meet
the nitrogen requirements of the crops to 'be grown. This is
similar to what is done by the average homeowner who fertilizes
their lawn every year; only with sludge applications, buffer zones
are employed to protect surface water and groundwaters. In
addition to buffer zones, the slow release nature of organic
nitrogen (mineralization) ensures groundwater protection. Only
small amounts of the available forms of nitrogen are released into
soil solution over several months allowing the crops to utilize it
throughout the growing season. Chemical fertilizers, on the other
hand, contain forms of nitrogen which are readily available and
cannot be assimilated by plants all at once. This increases the
chances of groundwater pollution by nitrates.
Some of the proposed fields contain soils which are considered
"wet" or to contain high seasonal water tables during traditionally
wet periods of the year which would prevent. heavy equipment and
other agricultural machinery from operating efficiently (bogging
down). Careful management and planning (flagging off .the wet
areas) of sludge applications during wet periods of the year will
prevent any unnecessary problems in these areas. In addition,
these fields are drained by open ditches.
A brief description of each soil type is provided below. The
information was obtained from the Harnett County Soil Survey and
was verified through field hand auger borings.
/ STATE SERIES
This soil has a dark brown silt loam surface 10 inches thick.
The subsoil from 10-15 inches is brown loam; from 15-35 inches
is -strong brown loam, and from 35-45 inches is brown loam.
Below that to a depth of 60 inches it is a fine sandy loam
with yellow to yellow brown color.

�J
State soils are low in natural fertility and organic matter
content.. Permeability is slow at 0.6-2.0"/hr. (upper 10");
the shrink swell potential is low, the seasonal high water
table is greater than 4 feet. Depth to bedrock is greater
than 5 feet. There are no restrictive soil horizons less than
,.4 feet from surface.
p
-/ ALTAVISTA SERIES
This soil consists of moderately well 'drained soils on stream
terraces. The surface layer is grayish brown fine sandy loam
about 8 inches thick. The subsurface is pale brown fine sandy
loam 4 inches thick. The subsoil extends to 42 inches and is
yellowish brown clay loam.
Permeability is moderate at 6.0 - 20.0"/hr (upper 12"), the
shrink swell potential is low the seasonal high water table is
1.5 to 2.5 feet undrained. Depth to bedrock is greater than
5 feet. There are no restrictive soil horizons less than 4
feet from surface.
V NORFOLK SERIES
In a representative profile the surface layer is grayish -
brown loamy sand about 9 inches thick. The subsurface
layer is light yellowish -brown loamy sand 5 inches thick.
The subsoil is 68 inches thick.. It- is yellowish -brown
sandy loam in the upper 3 inches. In the next 53 inches,
it is yellowish -brown sandy clay loam that has mottles in
shades of red, brown, and gray. In the lower 12 inches,
it is mottled brownish -yellow, pale -brown, yellowish -red,
and gray sandy clay loam. The underlying material, to a
depth of 100 inches, is mottled red, strong -brown,
brownish -yellow, and gray, stratified loamy material.
Norfolk soils are low in natural fertility and organic
matter content. Permeability is moderate 2-6"/hr (upper
18") the available water capacity is medium, and 'the
shrink -swell potential is low. The seasonal high water
table is more than 5 feet below the surface.
MARLBORO SERIES
This soil consists of well -drained,,. moderately permeable,
upland soils of the coastal plains. The surface layer is dark
grayish brown, loamy sand about 9 inches thick. The subsoil
is sandy clay to a depth of 72 inches.
Permeability is moderate at 6.0 - 20.0"-/hr- (upper 9"). The
shrink swell potential is low. The seasonal high water table,
is greater than 6' as is depth to bedrock. There are no
restrictive soil horizons less than 4 feet from surface.

I
r
r
� AUGUSTA SERIES
This soil consists of somewhat poorly drained, nearly level
soils on low stream terraces. The surface layer is brown loam
about 9 inches thick. The subsoil extends to a depth of 60".
The upper 10 inches is a sandy clay loam and clay loam from 11
- 52 inches which contains mottles of brown and grey.
Permeability is moderate at 6.0 - 20.0"/hr. (upper 9"). The
shrink swell potential is low. The seasonal high water table
is 1.0 - 2.0 feet (undrained). The depth to bedrock is
greater than 6'. There are no restrictive soil horizons less
than 4 feet from surface.
RAINS SERIES
This soil consists of poorly drained, soils of the coastal
plains. The surface layer is very dark dray sandy loam about
7 inches thick. The subsoil is about 67 inches, thick of sandy
loam and sandy clay loam.
Permeability,is moderate at 6.0 - 20.0"/hr (upper 12"). The
shrink swell potential is low. The seasonal high water table
is 0.0 - 1.0 feet (undrained). Depth to bedrock is greater
than 5 feet. There are no restrictive soil horizons less than
21 feet from surface.
&-. BIBB SERIES
This soil consists of poorly drained -areas on flood -plains.
The surface layer is brown sandy loam 4 inches thick. The
subsoil is about 56 inches thick of gray sandy loam and silt
loam with prominent mottling.
Permeability is slow at 0.6 - 2.0"/hr (upper 12"). The shrink
swell potential is low. The -seasonal high water table is 0.5
- 1.5 feet undrained. There are no restrictive soil horizons
less than 4 feet from the surface.
WAHEE SERIES
This soil consists of somewhat poorly drained soils of the
coastal plains. The surface layer is very dark grey loam
about 7 inches thick. 'The subsoil is about 60 inches; thick
and consists of a yellowish brown claim loam to sandy clay
loam.
Permeability is slow,at 0.6 - 2.0"/hr (upper 11"). The shrink
swell potential is low. The seasonal high water table is 0.5
- 1.5 feet (undrained). Depth to bedrock. greater than 60
inches. There are no restrictive soil horizons less than 4
feet from the surface.

The field
1 -hand :auger borings are indicated on the site map with
x's. Descriptions of the borings are provided on the enclosed
field analysis sheets.
Soil samples were taken from each field and are enclosed on the
following pages. ,Due to the generally light texture nature of the
'surface.8 inches ofsoil the Cation Exchange -Capacity (CEC) is low
as expected. The',following proposed application rates are.based on,
a CEC'of less than 5 meq/100g as suggested in various sludge land`
application guidance documents.
_ The project, as designed in this application and with proper
management, -will provide valuable organic matter and nutrients to
i the proposed sites without creating any negative' environmental
impact. The organic nitrogen in the sludge is less likely to cause,
groundwater pollution than chemical nitrogen fertilizers because
available forms of,nitrogen are assimilated slowly over time. The -
following proposed application.. rates are hydraulic loading
recommendations. To achieve the desired 'PAN loading for various
crops, requires there to be three to seven separate events of.
application on a particular site.
Lo
David J.. Wanucha
(— Environmental Services

Agricultural Utilization - Land Application
City of Dunn - Surface
Proposed Application Rate- Soybeans
20,489 gal/Ac or approximately 1.36 Dry tons/Ac
The,% solids of liquid sludges tend to vary upon WWI? operations. Liquid
application will be governed so as not to exceed the hydraulic capacity of
the receiving sites per application event.
Plant -Available
Nitrogen
Phosphorus
Potassium
Sulfur
calcium
Magnesium
Sodium
Calcium Carbonate
Iron
Aluminum
Manganese
Copper
Zinc
Cadmium
ChMmium
Nickel
Lead
Arsenic
Mercury
Selenium
Molybdenum
Chlorides
lbs. /acre
applied
30.00
47.53
3.636
28.312
11.143
5.974
14.545
NA
NA
NA
1.958
2.130
1.455
0.006
0.130
0.026
0.143
0.016
0.000
0.064
0.052
12.208
EPA Lifetime
Allowable Limit
lbs. /acre
125
250
4.5
125
500
Site Life
3 yr.
rotation
176
516
2,079
14,438
10,500
19

Agricultural Utilization - Land Application
City of Dime - Surface
Proposed Application Rate Corn
20,489 gal/Ac or approximately 1.30 Dry'tons/Ac
The % solids of liquid sludges tend to vary upon WWTP operations. Liquid
application will be governed so as not to exceed the hydraulic capacity of
the receiving sites per application event.
I��1:izlul�lll� 7
Plant Available
Nitrogen
Phosphorus
Potassium
Sulfur
calcium
Magnesium
Sodium .
Calcium Carbonate
Iron
Aluminum
Manganese
Copper
zinc
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Molybdenum
Chlorides
lbs. /acre
applied
30.00
47.53
3.636
28.312
17.143
5.974
14.545
NA
NA
NA
1.958
2.130
1.455
0.006
0.130
0.026
0.143
0.016
0.000
0.004
0.052
12.208
EPA Lifetime Site Life
Allowable Limit 3 yr.
lbs. /acre rotation
125 176
250 516
4.5 2,079
125 14,438
500 10,500
IV

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC
R3157016
7621 Whitepine Road . Richmond Virginia 23237 • [phone] '
SEND
TO: ENV3sON!lENTAL WASTE
RECYCLING&,°INC:
RT. 4 T 80X.378
ADVANCE NC :.27006
DATE OF REPORT 111/ 11191 PAGE 1
GROWER: DEWAYNE °WEEKS
4A z
SOIL ANALYSIS SIS REPORT
SAMPLES
SUBMITTED
BY:
ACCT 8145129
DUNN PROD
SAMPLE
LAB
NUMBER
ORGANIC
MATTER
�a
PHOSPi1011US
-
POTASSIUM
---_---_-.._
MAGNESIUM
CALCIUM
SODIUM
pit
-
SOIL BUFFER
OR
HYDRO.
tiEN
N
Cation
Exchau a
!1.
Capacity
C.EC.'
PERCENT
BASE SATURATION (COMPUTED)
10 UT
Pt
(Weak Bray)
P2
N,,lic O 3 P
I(,
ILIA
Ca
Na
, .
/o
%
%
o
%
0
%
NUMBER,
ENR
RATE.: 16d./A
PPm• P RATE
pprn P. RATE
.,:.
pp!!! ;K RATE ;
.:.
ppimfda HATE
.:.
ppw,Ca RATE
ppm•Na RATE
pH PH
mey/100g
ml yl1008
K
Ca
H
Na
-
HA26
9819
2.1 , 93H
48 V H
60 Wk
124. v
78 H
370 L ,
55 L
5.7
6.9
00'8 ..
3.9
8.2
16.8
47.8
21.0
6..
HA2.3:
0.9820.
2.8. 9714
.82 VH;117
VE
169 V
.. ' 78 H
400 L
38 L:.
5.4
:6.8
1.3i.
4.5
9.5.
,4.3
44.0
28.5
3.,
HAM
9821
2.3 87H
' 40 V H
59 H
134 V
1 67 H
390 ,L
54 L
5.5
6.8
1.1
4...2
' 8.2
13.4
46.8
26.0
5.1
HA24
9822.
4.1 12314
46 -VH
69 - Y
138'Vi
83 HL
360 L
49 L
5:1
= 6.8 '
1.9 ,
4.9.
7.2.
4.0
36.5
8.0
HAM.
9823;5.8'140V
37 H
88 V
145 `Y
:184 VH
610 L
57 L
5.3.
6.7
2.3;,
`7.5
4.9,
0.3
0.5
i.0
3..
IStt tXY LHNHI IUIV UIV tlHI. M1!
SAMPLE
NUMBER
NITRATE
NO3
ppm•NO3•N RATE
SULFUR
S
pptnS HATE
ZINC
ZR
m 2n HATE
pp• •. •, -
IVANGA-
NEST:
Mn
pp m Mn HATE
DION
Fe
m fa RATE
PI , -
COOPER
Cu
pplrrCu,HAfE
BORON . •
6
ppm 0 NATE
EXCESS
LIME
RATE
SOLUBLE
SALTS
n!mlmshm HATE
CHLORIDE
CI
ppm•CI HATE
MOLYR.
DENUM
Mo
ppm Ata RATE
SA bJD
PARTICAL
Sll F
SIZE
Lt Alt
A14A( Y:.IS
111l tt.
HA2r6
4.8, H.
9 L
30 H
A .0 H
HA2.3
40-2 H
'? L
33 H'
. 1.5
HAM,
5.1 H
8 :L
52 IV
' 1.2 , M
- -
-..-._-
This report applies only to the sampiulc(s)(s) tested. Samples are retained
a maxi i of thirty days after teslin,
HA24
3.5 H
5 L
99 V41.0
'M
PtE
gg qqa
:- GG t�
fi!� q
c6.tl�I
k1 �v
A T P G k TORIES,INC.
HA245
2.8 H
8 i
.139 w
1.4, H
C tiORHA DONE
BY
rnnP Tfl ROTINr;: VERY LOW (VL). LOW (l_). MEDIUM (M), ifIG)I 111), VERY NIGH (VI I), ANU NONE (N). .... MULTIPLY TIfE RESULTS 114 ppm ©Y 4.6 TO CONVERT 10 LLIS. PER .U.11, 1''C,.

�.;�.
AGRICULTURAL
LABORA�-�
FIT NUMBER A & L EASTE
RNA 3237 • [804)743-9401 �.
7- Whitepine Road • Richmond Virginia 2 0
i15—u16 ACCf
SAMPLES
SUBMITTED •J
BY:
w E E
GROWER: f is r Y :1i
SEND r w 4 S T L `'{A .Z
TO: EN V F itG NEBc%41 AL
aECYCL1*Gi ZN'C • 1
RT. 4 311x 3763
A D �t r`,13 C E 'i C G7 i'J ,3 3 PERCENT
�I� ANALYSIS REPORT Cation BASE SATURATION ICOMRUTEDI
—_
PAGE - -_ - SODIUM
pN
- CALCIUPA a
HVDRO .Exchange, % °�
--- --- - -' MAGNESIUM
•E Op pEPORT j--� -� POTASSIUM M Ca Na . BOIL BUFFEN a -
PHOSPHORUS N acCV K
E C 11 N
ORGANIC FZ
K meg110pg megil'
p P.
PH t
LAB s MATTER . + r (Weak Bray) . NaHco3 P DIn Na AATE P. -
Mg RATE PYm Ca RATE P 3 t
AMPLE r NUMBER sr% s" { ENR, { , , • ` + 7 .x 3 ..
PRATE
.{'DPn{ E.1 ,PDm' f �
< < Y-, s"r! t Ibs-IA f �'DDm•.F RATE? : PPm' }'; i... 8 'all , 4 `,
(UMBER x t . f, s RATES t. r. 1
. Cl 7 . 1 9.3
PI-:5,9t^•3 G. �f ,.} i o' • . Lt i. . l: .J a
r A t ci :1 d:..; :.,i 17 9 T t9' tl 1 I
4.` ti
tip, .3• 09 : h 154 i' i U7 (: ' c +.y t•2 + ,;
r i
r. A. �°1 0 9 9 1 ti :a ri 3 t r' • 4 •
1 jf�` k,
HA2J4 r 1?7 4.1 1 c 3n L I
1 4hU' 1 3 7 H Ef II —
_ PARTICAL SIZE ANALYSIS
-ANA710N ON BACICI
E EXPI- ___-- MOLVB'
(SE ---
-`- - -- SOLUBLE DENUM . 96 9 I{!I
_ -'- -- CHLORIDE %
It „Il ut
BOBDN EXCESS SALTS Mo
MA14GA- COPPER LIMP CI SAND SILL' CI0
NESE IRON B RATE : - - SIL" --
ZINC Cu mmheslcm HATE DDm-CI HATE DPm'11u RATE
NITRATE SULFUR Ma Fe ppm•B RATE
SAMPLE N� 4, $ ZO DDnLMdRATE ppm Fe WE ; DDm Cu HATE
NUMBE�i t ppm NO3 H A�7E .. PP,!^S RATE PP"' Zn RAjE
tested. same
ics are
• -� This report applies only to the sa m Plols)�
• ot,t hty days after testin
a maxi u
tiAS
fa L i G l UTi} P1L �.ABO�Fi TORIES, INC.
j.1 ri A 4.. TE �t
Hal 9 :i '1 . � , i•` • t•I ;.i :;; i�i • r•,, 1 :,� r::: s-.
L y -V t' t
4 ti A ' BY —
i •• m BY 4.6 TO CONVERT TO LBS. PER ACRE I'205 -- --
AND NONE (f•Il. •• MULTIPLY THE RESULTS IN PP _ — _—_
I VERY FIIGFI (v H), •.. MULTIPLY THE RESULTS IN pp BY 2.4 TO CONVERT To LBS. PEfi ACRE I<CO
M ML HIGH lHl. •MOST SOILS WEIGH TWO (2) MILLION POUNDS (DRY WEIGH�1AN'A{:RE(NCI IES DEEP.
TING: VERY LOW (V LL^OW (L).­_ ( .. - .
- .- ora ACRE Or THE ELEMENTAL FORM

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC
7621 Whitep)ne Road • Richmond Virginia 23237,9 [phone]
R315-016
SEND
TO: . ENVIRONMENTAL . WASTE
.RE CYCLING04 INC.
RT. 4 — BOX 37B
ADVANCE NC 27006
DATE OF REPORT{ 11�,11I�1 PACE 2
GROWER: DEWAYNE - WEEKS
HA .2
1301L ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
A`CCT Y ' 45129
DUNN PROEM
SAMPLE
LAB
NUMBER
ORGANIC
MATTER
9;
PHOSPIRIBUS
Pt I'1
(Weak Btay► N Ili:O• 1'
a t
POTASSIUM
1(
'MAGNESIUM
A)�
CALCIUM
Ca
SODIUM
Na
...
Jill
--
SOIL BUFFER
AIV
GENO
1
1 -
Cation
E „cbaAge
rapacltY
C.E.C.-
H'IICLNT
U
BASE SAl'IIRAT N (COMP EU)
T
_
o
_--
•
--•--
a.
Co
. 6
--..._.
— o.
n
NUMBER.
ENR
RATE lbs./A
,,,,
ppm- P HATE ppm-P HATE
...
PVurK HATE
..
ppip Ma nl1Tt
...
ppnl Ca HATE
ppm Na HATE
Jill pH
meq(100g
lneq/tOBu
Ko
M y
— a
III —
—Na
HAN
09824
2.4 89M
48 VN
66 `I Vk
141 Y
. 70 M
380 L
50 L
5.4
6.8
1.2.
4.3
8.4
13.6
44.4
28.5
5.1 .
SAMPLE
NUMBER
•
NITRATE
NO3
ppm-NO3.N RATE
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm.Zn RATE
NA202
..3.0 M
(SEE
EXPLANATION
UN UAGKI
MANISA-
NESE
IRON
COPPER
liln
Fe
ell
ppm-Mo HATE
ppm--Fe RATE -
ppm-pa HATE
I
8 L
- 34 N`
-1.2. M
SOLUBLE MOLYB- PARTICAL SIZE. AIIW v:,w
BOROtJ EXCESS ''SALTS CHLORIDE OENUM - - --- - -_...
1_IME
B RATE CI Mo
pin -a HATE mmhos/cm RATE ppm CI HATE ppin•Mo RATE SANO SILT CAA'. lilliL
This roport appllos only to the samplut,( tested. Samhle5 ate tetamod
a maximum of thirty days alley testing.
A & L ER ICULTUHAL LA ATORIES, INC.
,!�
BY C. ORMAN -ON S
CODE TO RATING: VERY LOW (VI_), LOW 11 ), PAI-.UItIM (M), I11G1I (11), VL ItY 1-111711 (VI11. AHIJ NONE (N). .... MUL:fIPI.Y TI-IL- RESULTS IN ppm UY 4.6 TO CONVLkI fO 1 nS. PC- 14 tot 0, r 0,

REPORT NUMBER A 16 L EASTERN AGRICULTURAL. -LABORATORIES, INC
7621 Whitepine Road w Richmond Virginia 23237 • [phone] _
k31�—�71E - • -
SAMPLES ACCT FJ '4512Y
SEND SUBMITTED
TO: ENVIRONMENTAL GROWER: 0F_6,I Y N F A,;E. .,: BY.: "I)uf'1V P1164
RECYCLING,e T;vC .
RT. 4 90X:37;-;
ADVANCE NC 2760�1
DATE OF REPORT 11 / 1 { % y 1 PAGE
HA A,
SOIL ANALYSIS REPORT
-ORGANIC
PHOSPHORUS —
POTASSIUM
MAGNESIUM
FALCIUM
SODIUM
pH.
H Y R
Cation
FEHCENT
M
E S 10 T
BASE A'1 RATION (COMPUTED)
P�
(Weak Bray)
PZ
K
--
Mg
Ca
Na '''
SOIL L
B FER
UF,
SAMPLE
LAB
MATTER
GEN
Exchange
Ca acity
:.0
----
—
NUMBER
;•
ENR
Na)ico:;-r
. .
..
!
��
a
H E
C. C
_ K
Ca
H
Na
NUMBER ,
..
...
ppni-R'RATE
DDm•K RATE
ppm;Mg RATE
ppm C� RATE.
ppin,Na RATE
pli `''
pN-t;
rney/10Dg
,meq/100g;
.;,,
M8
-_-
ii.42.3
09 82 4
2.4 .89Ml
48 VFI
:;c, ' ..
141 V
i
3'.>t. L
'i 1, j iL
5.4
:a..6
2
4. 5
i�i w 4
1 "1
.]ik
r
•
t
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
MOLY,B-
PARTICAL
SIZE
11NN1 VMS
SAMPLE
NITRATE
SULFUR
ZINC
NESE
IRON
COPPER
BORON
EXCESS
_ SALTS
CHLORIDE
DENUM
- - - —
--
—
LIME
1
io
iu
:,ull
NUMBER
►+Da ,
S
Zn
Mn
Fe
Cu
HATE
Cl".CL
Ma.
'
Ppm"NO3"N RATE
ppin-S RATE
ppp;q RATE '
ppm Mn RATE
ppnl-Fe BATE .
ppm•Cy BATE
gpm-6 RATE
mmhoslcm RATE
ppm-CI RATE
ppm,MII RATE
SAND
SILT
C(A V
IsntlIllL-
This report applies only to the samples) tested. Samples are retained
a maximum of thirty pays after testing.
i
A & L A'b' ER ICULTURAL LA ORATORIES, INC.
+ CODE TO RATING: VERY LOW (VL), LOW (L), ML-UIUM (M), VIIU l I"), MULI II'LY Inn "C IU I J IN ppm UY 4.0 I U wrvven I I U Ldb. rew A( M. 112uti

-- —� —,�, J — _� •� __ �- _ T _ j - j
REPORT NUMBER A & L EASTERN AGRICULTURALLABORATORIES, INC.
R315_016 7621 Whitepine Road . Richmond Virginia 23237 . [phone]
Y
SEND
TO: ENVIRONMENTAL WASTE
RECYCLING. INC.
RT .' , 4 80 X 37 rJ
ADVANCE NC 2700,E
DATE OF REPORT 1 1 / 1 1 / 91 PAGE
SAMPLE LAB: Nitrogen Phos-
phorus
IpENT 'NO %N
HA2r6
9819
HA2.3
9820
HA24
9821
HA2-4
9822
HA2.5
9823
GROWER:
DEWAYNE WEEKS
.KA2-
r'k .•■ l t
.... I
SAMPLES
SUBMITTED
BYACCT 4 45129
DUNN PROJ
SOIL ANALYSIS REPORT _
potas- _�.._...._. ._..�......__ ... Nag. �_.� _ .....,.._.. ..,.,._._. __�.._..__ ,.Mef1ga-.. _.
S_ altar cafeiurli S"Aul'l Iron Aiuminum (;oppi l. : i it:
siurn nesiurn li ll
%S %Cu °uiiu i3pm Fa ppm Al - PpIll Cu ppjII ul
°.K %fig ppni Ian
MEHLICH EXTpACTION
LAB '
NO..
Cadmium
pm Cd
Chro z
miu`m
.pptn fir'_
..
Nickel
Rpm Ni
' . , .
Lead
pptn Pb
Arsenic
ppm As
Mercury
ppm Fig
Selenium
S
F>prn .,e
Organic,
Mitragen
9819
�0.1
1
6
9820
40 1
3
9
9821
�0.1
2
6
9822
<0.1
2
6
9823
0.1
1
5
Values on this
re ort ar
the total
mount of
the sampl
.
i
Our reports and letters are for the exclusive and confiedntial use.ot our clients, and may not be reproduced in whole or in part, nor may any relarenco be made Thls roporl srpliositoIV,Wit—"t)tI i
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. ralal nl lam of tjjiu ty r yy ter l ig�. ` �7
A & EH (Hlta 'I it �I At ,: 1/`Ll'► '�`". Ith:

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
R315-016 7621 Whitepine Road e Richmond Virginia 23237 e (8041743-9401
SEND
TO: ENVIRONMENTAL. WASy :F
RECYCLINGo INC.
RT. 4 - 60X 3,78
ADVANCE .NC .27006
DATE OF REPORT 11 / 11 / y1 PAGE
SAMPLE LAB Nitrogen Phos-
phorus
IDENT NO /oN
„ /oP :
HAW 1 9824
GROWER:
Dr_WAYNE WEEKS
_ H� 7-
SAMPLES
SUBMITTED
BYaACCT # 45129
0UNN PROJ
SAIL ANALYSIS Bl=PORT __
POWs- FI
�1�g�langa-_......__ SulCBlciunl doiliun'l Iran A ftirninutll Liil..sium rlesium nose %%ca "Wa ppill F a pion Al pprtt Gil I,Ist,s Lu
%K %FAg ppm Mn
MEHLICH EX
Chro- .� Organic, W....
LAB Cadmium Nickel Lead Arsenic Mercury Selenium Nitrogen
rnium g '
NO. pm Cd C ppm Ni ppm Pb ppm As ppm Hg ppm Se
ppm ., r
9824 I C.1 I 12 15
IValues on this report ar the total mount of the sampi .
Our reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced In whole or in pail, nor rn.ry any raleranea ba mada This report, ppppllo pi Iyyyy {{�� Ij�,,!aeyi,h) I;t.ls .:;a,a,a _�
to the work, the results, or the company In any advertising, news release, or other public announcements without obtaining our prior vn Ittan authorization, rataino tBsFlnn�t}i�tl�fi 'days a�dl 1, i g.
A PA I taRIC:�11l 11I

r
REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC
R315--014 7621 Whitepine Road * Richmond Virginia 23237 • [phone]
SEND
TO: ENVIRONMENTAL - WASTE
RECYCLIH6o : 3NC.
RT. 4= BOX .37B
AD'VANCEk NC 27006
DATE OF REPORT 11 / 11 /.91 PAGE 7
GROWER: CARL HAMILTON :JR
1-1,4 3
011._ ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
ACCT D . 45129 .
WA'UNCHA DUNN PROJ
'
LAB
ORGANIC
MATTER
PIIOSIlIIWIUS
-- _-----____-- -
PI P�
POTASSIUM
--_-----
K
PIAGNESI11141
_------—.---_....—•
INI
CALCIUM
SODIUPd
pH
—
HYDRO•
GEN
Cation
Exchange
Capacity
IOPt PERCENT
BASE SARATION(COMPUTED)
-- _—_--. ---• —�. --
--.-----
Ca
Na
•—_--
SOIL
BUFFER
SAMPLE
NUMBER
%
(Weak Blay) N,ll ICU f l
.:
II
C.E.C.
a. o
NUMBER
ENR
RATE IhS./A
ppm. BATE �'
pyurP RATE
..
pP rIrKRATE
ppnrMgRAFE
..
ppnrCaRAI'E
PP m-NaRATE
pH
'pN •
•me
' q/1000
tneq/100y
fC Ca H Na
HA3.1
09814.
2.5 91M
11 L
19 L
,127 : V
' 150 - VH
610 M
40 VL
5.7
6.8
1.3;
6.1
5.4
20.6150.2
21.0
2.9
(SEE EXPLANATION UIII LSACICI
r —
SAMPLE
NUMBER
NITRATE
NO3
pPm•R03 N RATE
SULFUR
S
ppmS RATE
"LING
Zn
ppm-hi RATE
MAhlGA-
IIJESE
bin
ppm Ma RATE
IR(1N
Fe
ppnr-Fe RA TIEppm•Ca
CIIPPL'R
CR
RATE
BORON
B
ppm-6 RATE
EXCESS
LIME—
RATE
SOLl1BLE
SALTS
mmhaticm RATE
CHLORIDE
CI
ppm•CI RATE
MOLYB-
DENUMI
Pilo
ppm-Ma RATE
PARTICAI
u
SAND SI1 I' to A'
HA3.1
3.4 M
80 V1
38 H
1.4 H
EC
E
9
dr
Tills report applies only
a maximum of thirty da
IR
-`! g�J
J' r��3L•
,
A & Lt.c
0
•9Y
SIZE APJAI YSIS
: Ilu
t -.I UItE
1
to the sample(.) leeted. Samples are relamed
ys alley lasing.
ICLILT'I,111A JURATORIES, INC.
RMAN J N S
rnnc -rn i — nn I I rsvr 11 1 It4EDltlrvl (Ml. I IIGII rl-11. VLItY I.IICrl1 IVI q, AND NONE (N). .... MULIIPLY TIIE RESULTS IN ppm BY 4.6 TO CONVERT TO LRS, PFR ACM a.• ,

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC
7621 Whitepine Road • Richmond Virginia 23237 • [phone] g
U
.
SEND
TO: E. NVIRO1' MENTAL WA T
RF-CYCLINui va .
RT..'4 - 30X 37ii
ADMA;NCE °dC 27006
DATE OF REPORT 1 I .l I 'H 1 PAGE
GROWER: (hNL r:�TJ t_) ;ifr J hi
SOIL ANALYSIS REPORT
SAMPLES ACCT h
SUBMITTED
BY:
LAB
ORGANIC
MATTER
PIIOSIyIlORl1S _
—pl —
POTASSIUM
MAGNESIUM
—CALCIUM
_
SDDIl1kA
pH
HYDRO
GEN
Cation
Exchan a
e•
'Capacity
PEHCENT
BASE SATURATION (COMPUTED) .
P1
I(
Mg
Ca
Nit
SOIL
BUFFER
SAMPLE
NUMBER
,
(Weak BOY)
N I1Co3 P
...
...
H
%
a
90
is
NUMBER.
.. EN
RATE, Ibs.IA
....
PPm; P RATE
....
ppn4 RATE
....
ppm K RATE .
ppm Mg RATE
...
ppm•Ca RATE
pplmNa HATE
- PH
pH ',r
RIeQ/1DOB
.mei A0Og
K
Mg
C aNa
H
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h A 3.1
aJ 9 1 4
2.5 9 1 N1
1 L
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) 1 . : I i
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Q�
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ISEE EXPLANAI IUIV UN VAcnl
SAMPLE
NUMBER
NITRATE
H03
ppm•11103•N RATE
SULFUR
S
ppmS RATE
ZINC
Zn
ppm-2n RATE
MANGA-
NESE
kill
ppm Ma RATE
IRON
Fe
ppm—Fe HATE
COPPER
Cu
ppm Cu RATE
BORON
B
ppnrH RATE
EXCESS
LIME
RATE
SOLUBLE I
SALTS
mmbos/l:m RATE
CHLORIDE
CI
ppm-CI RATE
MOLYB-
DENUM '
Mo
ppm•Mo RATE
PARTICALSIZLAHAlr:as
..
SAND SILT— MAY I l I t till L
A
•
Tills report applies only to the samples) tested. SamF
a maximum o1 thlrly days alte, testing.
r�
A & L ASE GRICUI,TYRAL LA ORgA'
BY
0 IES, INC.
rnnf Trl ROTINr- VFRV 1 OW rVLI. LOW (L.) ML UIIIM Itvll. I'llUt-I II'11. Vul— Inl.ri tV il. 1 '. •••• 1—L, Ir t_r l+ylrl

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
R315-014 7621 Whitepine Road a Richmond Virginia 23237 v (8041743-9401
SAMPLES
SEND, SUBMITTED
TO: ENVIRONMENTAL WA3'1 GROWER: BYACCT W 4�1•_9
RECYCLING, INC. LAR.L HA1411-TON Jib
RT. 4 — 30X 375 3
ADVANCE NC 2700
WALINCHA DWIN PROJ
DATE OF REPORT 11111 /91 PAGE j SOIL ANAL I JIS REP01
.PhDs- Poles- --- .��e�.._.,.Mag�_. �.��_�_. ....._....�-__.....�_...._...._F,danga_._.._.___.....
SAMPLE LAB Nitoogen Phorus sium. Sulfur Calcium nesiut» Sudium' lroll Aluml:lunl Ilt?Se Copper LIU: Ilitt..�L�t r�r+��.;�.
IDENT NO �N• . okP.• °%K • %S %Ce %MH /.tja ppri Fe pplu1 ppm Mn pNnk Cu l'Iptlt'cl,
__._.._.
HAN 9814
MEHLI H EXTRA TION
'Chro=: ° .. ' . ,. , ..r. .�.._..r...._.. Organic.
LAB Cadmium Nickel Lead Arsenic Mercury Seleniwn
mium Witrcg�n
NO ppm Cd rti Cr ppm Ni . ppm Pb ppm As pprn Hg ppm Se
9814I�' I I' I' I I 1.'
Values on this report ar the total mount of the sampl
Our reports and letters are for the exclusive and confiedntial use of our clients, and may not be reproduced in whole or in part, nor may an rularcince bo ruado Thi - ru curt plio i n td . i tcd S, i.q.l..o a'.
Po Y P I Y" Y � �} �i � J
to the work, the results, or the company In any advertising, news release, or other public announcoments without obtaining our prior writtan authorization. rotas a tna 1rn oAnil ly 1IV11 ,� t3.
A & 0 E l );i(i }l l�llr " ! „

j 1 1, ,t s 1 � E
PORT NUMNER
A.& L EASTERN AGRICULTURAL LABORATORIES, INC,,
} ,' 7621,. Whitepine Road •Richmond Virginia 23237 • (8041743-9401 4
R 315-Oi lt' r y=_ f
i it � .t Z } 'I y� �•- iii. - - ' ',
SAMPLES -
ti SUBMITTED " )
$Ef�lQ f, t eGROWER: BYA C C T. 0�l 7
�.,To S T s
D E W A Y !
1 y Hr¢ 5, F%. .i. 9'�`ry y''r..�+� 1-\ �R' ;'bM f .� r •'�
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0 of REPORT s / �'i � i PA S tr sz-L a" rG;; ,p' A�rim rt t fltr+lt�`- t
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HA24 9822 MEHL CH.EXT ACTION
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9822 0 �' 2
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4r , � tad. Samples are
r.+
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pui'iepofb Rnc� Igteri uP for the •Yclualy. andoonfledpfial us• of our cllor oth•rd ubllc annou cements wNho toobtalnl g our prlom WrittenrauthortzatIon . •ade TNe ��„ Plla�+� �1 L LA QqA F�I�S INC.
to thiiWak tha rquRe,'or the compinl► In any adwrtlaing, nQwa i•lease, P A & R RI �// " U ��1
�y

REPOR'
•
S,
E
fi11Y, '.1q,"i7.. I i ....
A 91 EASTERN AGRICULTURAL LABORATORIES'JNC
-
7621 Whiterimb Road v RiMmond Virginia 23237 a (804) 743r.9401
SAMPLES.
SUBMITTED :*
T
WAS h
GROWER-
B­� YAC C T
ILI
0 'E. W 41 Y.-N E: .,W*E EX S
zj�
PAGE.—' :2
SOIL. ANALYSIS
-REPORT
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This patt� pAl 14MIA" %h2�,hiptsd. Samples are
I and letters art for siqlusl�; Vjga7a all
Our is". contiedntial use of our idlents, and may not be reproduced In whole or In part, nor may any reference be made rew 1 m y a ea. ng.
Id" the results. or the o6mps laing, news release, or other public announcements wlthcput obtaining our prior written authorization.
py ij pr�j �dysrt
IC�U I A& qqt�� �41JNL.�00, "Tqq ES INC.

We-
fiEPOfiT"u�pr;R A'& L EASTERN AGR�CULTUrRAL LABORATORIES,:1I11C:
�}+' 7621 .V1/hltepine" Road . Richmond Virginia 23237 e (BQ4)' 743-94Cr1
1J�V14
f c`r. ti Fs r °fk' t
SAMPLES
'
ti S ^S r SUBMITTED;
SEND' . , ;
ToNVT'IONMI*Nfi�i.-Wr1.t'i r. GROWER: u * eY:CCT"'"t•1?c/• _
GREG;C,tNG�MA1�r�• Ci?L` Af I.C;4 ;� .
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PATEOF,RWORT 4� ,� �"! �'i /�1 t . � - PAGE .. � SOIL' ANALYSIS REPORT o.
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Out 1roorts and "ets are for the excluslvi igd,etanflsdntigl use of our cllenti, and•may not be reproduced In whole or In part, nor may any reference be madti This re rl pll �t� ��ysa� ed. Samples are
to tl}a Mrs#Iti lfti resuhs, a 4¢i company In any idvolsing, news release, or other public announcements without obtaining our prior written authorization. retal fn t FM�R91 daays a g--nn
;::� ••. A�sR1�r�1114fA�K�f�AIES INC.

ENV. MANAGEMENT
State of North Carolina FAYETt'EVILLE REG. OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management '
512 North Salisbury Street • Raleigh, North Carolina 27604
James G.-Martin, Governor George T. Everett, Ph.D
William W. Cobey, Jr., Secretary. - _ Director
-February--
Mr. Dallas H. Pope, County Manager
County of Harnett
Post Office Box 759
Lillington, North Carolina 27546
Subject: Permit Application No. WQ0006101
City of Dunn
Land Application of Municipal
Wastewater Treatment Sludge
Harhett County
Dear Mr. Pope:
The Division of Environmental Management has received an application for the land application of
municipal wastewater treatment residual sludge from the City of Dunn to sites in Harnett County. This
Division will ensure that all federal and state regulations are enforced.
If maps of the sites are needed, please contact Tommy Stevens , Water Quality Supervisor, in the
Division's Fayetteville Regional Office at [phone]. Should. you desire to comment on this
application as it relates to your interests, please do so by March 11, 1992.
If you have any questions, please contact Mr. Dana Bolden at 919/ 733-5083.
cc: 1F yetteville'Reg onal-Supervisor
Permit File WQ00066101
Regional Offices
S' ely,
Donald Safrit, P. E., Supervisor
Permits and Engineering Unit
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
,x An Equal Opportunity Affirmative Action Employer

FEB 13 1992
State of North Carolina ENV. MANAGEMENT
FAYf TIEVILLE REG. OFFICE
Department of Environment, Health and Natura Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
L7anuar-y-29, 1992
MR CARL G. DEAN
CITY OF DUNN
PUBLIC WORKS DEPARTMENT
DUNN, NORTH CAROLINA 28335
George T. Everett,Ph.D.
Director
Subject: Application No. WQ0006101
A Sludge/Black River
Sludge -Land Application
Harnett County
Dear MR DEAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 22, 1992. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Dana Bolden for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division..
If you have any questions, please contact Dana Bolden at [phone].
cc: Fayetteville Regional Office
Environmental Waste Recycling
Sincerely,
l�Donald �SaA, P.E.
Supervisor,, Permits and Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

ITEM
RATING SCALE FOR CLASSIFICATION OF FACILITIES
Name of Plant'. :FCr '�I,y 1c &mn
Owner or Contact Person:_ Mr. Cam G, &g) _
Mailing Address: A2,12)e117C_ r 42Lgna t___&l_ . 2A 33s
County: H�.fAlP7f Telephone:
NPDES Permit No. NCOO V1 7cNondisc.
lssueDate:_ Tu 1, 19K Expiration
Per. No.
Date: 2T 3c
Existing Facility V New Facility
Rated By: 5 q RA A;;
vDate: Ot7t. 1 °.
Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC Gracie
POINTS ITEM
(1) industrial Pretreatment units and/or
Industrial Pretreatment Program
(see definition No. 33)
4
(2) QES!1 FLOWOF PLANT IN GPD
(not applicable to non -contaminated cooling
walers, sludge handling facilities for water
purification plants, totally closed cycle
systems (del. No. 11). and facilities
consisting only of Item (4) (d) or Items (4) (d)
:nd (11) (d))
0 -- 20,0D0..........................
1
20,001 -- 50,000..........................
2
50,001 — 100.000..........................
3
100,001 -- 250,000..........................
4
.250.001 -- 500,000 .... . . .......... - .........
5
_ 500.001--1.000,000 ...... . ...................
a
1.000.001 -- 2,DDO,000 .........................
10
2,000.001 (and up) - rate 1 point additional for each
200,000 gpd capacity up to a
10,
maximum of 30
Design Flow (gpd) 21Z ZM OQp —
(3) PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens ................................
1
or
(b) Mechanical Screens, Stalic Screens or
Comminuting Devices ........... .............
(c) Get Removai ...............................
1
of Mechanical or Aerated Grit Removal ...........
d
(e) Flow Measuring Device .......................
1
or
(f) instrumented Flow Measurement ..............
Q
i (g) Preaeration .
2
(h) Influent Flow Equalization ...................
2
(i) Grease or Oit Separators - Gravity ....... _ . -
2
Mechanical..........
3
Dissolved Air Flotation.
a
(1) Prechlorinalion ..............................
5
POINTS
(4) PRIMARY TREATMENT UNITS
(a) Septic Tank (see definition no. 43) . . ... . ....... .
(b) Imhoff Tank ... . ............................. .
(c) Primary Clarifiers ............................
(d) Settling Ponds or Settling Tanks for Inorganic
Non -toxic Materials (sludge handling facilities
(or water .purification plants, sand, gravel,
stone, and other mining operations except
recreational activities such as gem or gold
mining) ................................
(5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(i)Aeration - High Purity Oxygen System .... ,
Diffused Air System .... ..... .
Mechanical Air System (fixed,
floating or rotor) ..............
Separate Sludge Reaeration .....
(U) Trickling Filler
High Rate ...................
Standard Rate ...............
Packed Tower ...............
(iti) Biological Aerated Filter or Aerated
Biological Filler ......................
(iv) Aerated lagoons .. . ................. .
(v) Rotating Biological Conlactors . _ ....... .
(vi) Sand Fillers -
intermittent biological . .. . .
recirculating biological . . .. .
(vii) Stabilization Lagoons .............. . ... .
(viii)Clarifier ..............................
(ix) Single stage system for combined
carbonaceous removal of BOD and
nitrogenous removal by nitrification
(see del. No. 12) (Points for this item
have to be in addition to items (5) (a)
(i) through (5) (a) (viii) .................
(x) Nutrient additions to enhance BOD
removal........................ .......
(xi) Biological Culture (-Super Bugs") addition
to enhance organic compound removal .... -

Q,roc• � 1olrs Stage
:+ Aei;. .:n - High Purity Oxygen Syslem . ... -
20
Diffused Air System .. • .... • . • .
10
Mechanical Air System (fixed,
floating, or rotor) • . - - - . . • ....
8
Separate Sludge Reaeralion .....
3
ii)
-Trickling Filter -
7
High Rate ......... .--..
Standard Rate .............
5
Packed Tower............
5
iii) Biological Aerated Filler or Aerated
Biological Filter .........................
10
iv)
Rotating Biological Contactors ............
10
v)
Sand Filter -
intermittent biological ........
2
- reci(cuiating [x010gWai ........
3
vi)
Clarifier..... . ...............•........
5
%RY OR ADVANCED TREATMENT UNIT
clivated Carbons Beds -
without carbon regeneration .................. 5
,with carbon regeneration . ....... ........
.............................
15
owdered or Granular Activated Carbon Feed -
Awithout carbon regeneraton .................
5
with carbon regeneration ...................
15
Kit Stripping .............................
5
Oenitrification Process (separate process) .....
10
Electrodialysis ............... . ..............
5
FoamSeparation .............................
5
Ion Exchange ................................
5
Land Application of Trealed Effluent
(see definition no. 22b) (not applicable for
sand. gravel, stone and other similar mining
operations)
(i) on agriculturally managed sites (See del.
No41
10
(p) by high - rate infiltration on non -agriculturally
rn d sites (includes rotary distributors
sr, tar fixed nozzle systems) ...........
4
ay subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic lank and nitrifica-
tion lines only) .................. _ .........
4
.. .......................
Ailoroscreens.......• •
5
'hosphorus Removalby Biological Processes
See def. No. 26) .............................
20
'olishing Ponds - without aeration .......
2
with aeration ..........
5
'ost Aeration • cascade ..............
diffused or mechanical ...
ieverse Osmosis . ......... ...................
5
;and or Mixed -Media Filters - low rate ...........
2
high rate ... _ ......
5
'reaiment processes for removal of metal or
yanide....................................
15
.reatment processes for removal of toxic
naterWs other than metal or cyanide .........
15
SE TREATM ENT
lodge Digestion Tank - Heated ...............
10
Aerobic ...............
Unheated ...... .......
3
fudge Stabilization (chemical or thermal) ..... . .
5
Judge Drying Beds - Gravity .................
5
Vacuum Assisted .......
``''y��
Wu striation .............................
5
tu.. rnditioner (chemical or thermal) ........
5
odg- . aickener (gravity) ......................
5
issolved Air Flotation Unit
of applicable to a unit rates as (3) (i) .........
a
edge Gas Utilization (including gas storage) .. . .
2
(i) Sludge Holding Tank - Aerated ........... . .... 0
Non -aerated .. _ ....... _ . 2
(j) Sludge Incinerator - (not including activated
carbon regeneration) ..... 1 0
(k) Vacuum Filter, Centrifuge or Filter press or other
similar dewalering devices .... _ ....... _ ....... i 0
(8) SLUDGE DISPOSAL (including incinerated ash)
(a) Lagoons ........................................ 2
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit
-by contracting to a land application operator who
holds the land application permit ................ 2
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated ......... 1 0
(c) Landfilled (burial) .............................
(9) DISINFECTION
(a) Chlorination ............ • .... . ............ 5
(b) Dechlorination ........................ 5
(c) Ozone .............................. 5
(d) Radiation .......................... 5
(10) CHEMICAL ADDITION SYSTEM(S) (See definition No. 9)
(not applicable to chemical additions rated as item
(3) ni. (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(9) (a), (9) (b), or (9) (c) 5 points each: List:
....
5
...
5
.....
5
MISCELLANEOUS UNITS
(a)
Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater .......... 4
(b)
Effluent Flow Equalization (not applicable to storage .
basins which are inherent in land application systems).
2
(c)
Stage Discharge (not applicable to storage basins
inherent in land application systems.........._............_._......
5
(d)
Pumps__ _ .. _ .... _
Q
(e)
Stand -By Power Supply... ._.....:�__ ...._... m... ......»
3�
(0
Thermal Pollution Control Device....... .....................................
3
6�
TOTAL POINTS
CLASSIFICATION
Class 1.... ... ........................... .._..._. 5 - 25 Points
.... ............................ ................ 26- 50 Points
Ea ........................ ....__........ _ 51. 65 Points
Class IV ............................... 66- Up Points
Facilities having a rating of one through four points, inclusive.
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class II.
Facilities- having treatment processes for the removal of metal
or -cyanide will be assigned a minimum classification of Class 11.
Facilities having Treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class`
Ill.

4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this program.
5. In the event that the land application program is not operated satisfactorily, including the
creation of nuisance conditions, the Permittee shall cease applying residuals to the sites and
take any immediate corrective actions as may be required by the Division.
6. Some of the buffers specified below may not have been included in previous permits for
this land application operation. However, any sites or fields that are included in this
permit, but were approved with different applicable buffers shall be reflagged to comply
with the below buffers. The following buffer zones shall be maintained:
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 DEM 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 DEM 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) 100 feet from property lines for both surface and subsurface application methods;
however, this requirement may be reduced to 50 feet upon written concurrence from the
adjoining property owner and the appropriate DEM regional office,
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,
i) 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both application methods.
7. 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.
8. Specific residual application area boundaries shall be clearly marked on each site prior to
and during application.
9. No residuals at any time shall be stored at any application site, unless approval has been
requested and obtained from the Division of Environmental Management
10. Maximum slope for residual application shall be 10% for surface application and 18% for
subsurface applications.
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 503.32(b), and one of vector attraction reduction requirements
in 40 CFR Part 503.33 must 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 must be submitted including all test results and calculations.
FA

II. OPERATIQN AND MAINTENANCE REQUIREMENTS
1. The facilities and application sites shall be properly maintained and operated at all tunes.
2. A suitable vegetative cover, as listed in condition II 4, shall be maintained in accordance
with the crop management plan outlined by the local Extension Office of the Department of
Agriculture, or the Soil Conservation Service, or other agronomist, and approved by this
Division.
3. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than
6.0, on all land application sites to insure optimum yield for the crop(s) specified below.
The agronomist shall provide information on the pH best suited for the specified crop and
the soil type.
4. The application rates shall not exceed the following for the specified crops:
Crop PAN (lb./acre/yr.)
Alfalfa
200
Bermuda Grass (Hay, Pasture)
220
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
70
Fescue
250
Forest (Hardwood & Softwood)
75
Milo
100
Small Grain (Wheat, barley, oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220
Soybeans
200
Timothy, Orchard, & Rye Grass
200
5. No residuals other than the following are hereby approved for land application in
accordance with this permit:
Permit Estimated
Source County Number Volume (dry� tons/year)
City of Dunn Black River WWTP Harnett NCO043176 206
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Kilograms Pounds
Parameters per Hectare t)er Acre
Arsenic
41
36
Cadmium
39
34
Chromium
3,000
2,677
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
ki

7. The pollutant concentrations in the residuals which will be applied to the land shall not
exceed the following Ceiling Concentrations (Dry Weight Basis):
Parametersma/kg
Arsenic
75
Cadmium
85
Chromium
3,000
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
8. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified land application/residuals operator to be in responsible charge (ORC) of
the land application program.. The operator must hold a certificate of the type classification
assigned to the land application program by the Certification Commission. The Permittee
must also employ a certified back-up operator of the appropriate type to comply with the
conditions of Title 15A NCAC 8A, .0202.
9. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored residuals into any surface waters.
10. Surface applied residuals will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established.
11. 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 must be incorporated into the
soil within twenty-four (24) hours after application.
12. Appropriate measures must be taken to control public access to the land 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.
13. 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.
14. 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 of Environmental Management.
15. Residuals shall not be applied to any land application site that is flooded, frozen or snow-
covered.
16. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by
the Division.
17. 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.
4

18. Food crops, feed crops and fiber crops that dpmot comen Contact withshall
not be harvested for 30 days after residuals application. .
19. Food crops with harvested parts that touch the residual/soil mixture and are totally above
the land surface (ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for
14 months after residuals application.
20. 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 (4) months or longer prior to
incorporation into the soil.
21. 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 (4) months prior to incorporation into the soil.
22. Turf shall not be harvested for 1 year after residuals application if the turf is to be placed on
land with a high potential for public exposure.
M NITORIN AND REPORTINQ REQUIREMENTS
1. Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division of Environmental Management 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 #)
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, chromium, copper, lead, mercury, molybdenum, 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
of 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
Calcium
Copper
Magnesium
Base Saturation (by calculation)
Cation Exchange Capacity
Manganese Potassium
Percent Humic Matter Sodium
pH Zinc
Phosphorus
5

The Standard Soil Fertility Analysis (see above) and an analysis for the following metals
shall be conducted once prior to permit renewal on soils from each site which has received
sludge during the permit cycle.
.Arsenic
Cadmium
Chromium
Lead
Mercury
Molybdenum
Nickel
Selenium
4. A residuals analysis will be conducted annually from the date of permit issuance by the
Permittee and the results 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 will be
required for each instance of land application.
The residuals analysis shall include but is not necessarily limited to the following
parameters:
Arsenic
Aluminum
Cadmium
Ammonia -Nitrogen
Chromium
Calcium
Copper
Nitrate -Nitrite Nitrogen
Lead
% Total Solids
Mercury
pH
Molybdenum
Phosphorus
Nickel
Plant Available Nitrogen (by calculation)
Selenium
Potassium
Zinc
Sodium
Magnesium
TKN
After the residuals have been monitored for two years at the above frequency, the Permittee
may submit a request to the Division for a permit modification for the reduction of the
frequency of monitoring for pollutant concentrations and for the pathogen density
requirements, but in no case shall the frequency of monitoring be less than once per year
when residuals are applied to the land.
5. All residuals included in this permit must be monitored annually from the date of permit
issuance, for compliance with condition I I I 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.
After the residuals have been monitored for two years at the above frequency, the Permittee
may request a permit modification for the reduction of the frequency of monitoring for
pollutant concentrations and for the pathogen density requirements, but in no case shall the
frequency of monitoring be less than once per year when residuals are applied to the land.
0

6. Three copies of all required monitoring and reporting requirements as specified in
conditions 111 1,11I 2, III 3, 1114 and III 5 shall be submitted annually on or before March
1 of the following year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number 910/486-1541, 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.
C. 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 15 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. No land application of waste activities shall be undertaken when the
seasonal high water table is less than three feet below the land surface.
2. The COMPLIANCE B,QJINDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system constructed after December 31, 1983 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 in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BQUNDARY 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
remediation action on the part of the permittee.
h7

V.
k"A I
3. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
INSPECTIONS
1. 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 log or summary including at least the
date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of five years from the date of the inspection and shall be made available to the
Division of Environmental Management or other permitting authority, upon request.
2. Any duly authorized officer, employee, or representative of the Division of Environmental
Management 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.
ENERAL CONDITIONS
1. 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 is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not automatically transferable. In the event that there is a desire for the
facilities to change ownership or a name change of the Permittee, a formal permit request
must be submitted to the Division of Environmental Management accompanied by an
application fee, 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 are approved sites for residuals application (see attached map(s)):
Application Area [acres]
Site No. Owner/Lessee _ (excluding buffers)
HA2-1 R. Dewayne Weeks 34.1
HA2-2 R. Dewayne Weeks 69.1
HA2-3 R. Dewayne Weeks 56.7
HA2-4 R. Dewayne Weeks 66.3
HA2-5a R. Dewayne Weeks 78.8
HA2-6 R. Dewayne Weeks 49.8
HA3-1 Carl Hamilton, Jr. 90.1
SA6-1 Wade Lee Barefoot 23.9
CU7-1 David Raynor 45.1
TOTAL AVAILABLE ACRES 513.9

a These land application sites are partially covered in soils having a seasonal high water
table at depths ranging from one (1) to two (2) feet below land surface. Therefore, no
residuals shall be applied to this field during the period from December through March,
inclusive.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
__,Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and compliance fee must be paid by the Permittee within thirty
(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 15 NCAC 2H .0205
(c)(4).
7. 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.
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Environmental Management deems
"necessary in order to adequately protect the environment and public health.
10. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect. The land owner agreements are considered
-expired concurrent with the expiration date of the permit and must be renewed at the same
time the permit is renewed.
Permit issued this the 8th day of August, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C�� n rY
A. Preston oward, Jr., P ., Director
Division oflnvironmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0006101
0

S
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
July 7, 1992
Mr. Carl G. Dean, City Manager
City of Dunn
Public Works Departrnent
Dunn, Nonh Carolina 28335
Dear Mr. Dean:
A- Preston Howard, Jr., P.E.
Acting Director
Subject: Permit No. WQ0006101
City of Dunn
Land Application of Sludge
Harnett County
In accordance with your application received January 22, 1992, we are forwarding herewith Permit
No. WQ0006101, dated July 7, 1992, to the City of Dunn for the operation of a land application of sludge
program.
This permit shall be effective from the date of issuance until June 30, 1997, and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable to you, 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 7041663-1699 9191733-2314 919/946-6481 919/395-3900 919/996-7007
Pallutzon Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Carl G. Dean, City Manager
City of Dunn
July 7, 1992
"^ w Two
One set of approved land application site maps is attached. If you need additional information
concerning this matter, please contact Mr. Dana J. Bolden at 9191733-5083.
Harnett County Health Department
Environmental Waste Recycling, Incorporat4/
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Jack Floyd, Groundwater Section Central Office
Training and Certification
Facilities Assessment Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMNUSSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SLUDGE LAND APPLICATION PERMIT
In acem dance 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
City of Dunn
Harnett County
FOR THE
operation of a sludge land application program consisting of the application of approximately 250 dry tons
per year of sludge from the City of Dunn's Black River Wastewater Treatment Facility to approximately
445 acres of land in Harnett County with no discharge of wastes to the surface waters, pursuant to the
application received January 22, 1992 and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until June 30, 1997, and shall be subject to
the following specified conditions and limitations:
• • S • L.EVEN f ,'•
1. The Fayetteville Regional Office, telephone number [phone], and the appropriate
local governmental official (county manager/city manager) shall be notified at least twenty-
four (24) hours prior to the initial application of the sludge so that an inspection can be
made of the application sites and application method. Such notification to the regional
supervisor shall be made during the normal office hours from 8:00 am. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. Also the Harnett County Manager's
office must be notified prior to the initial application so that they will be aware that the
operation has commenced.
2. This permit shall become voidable if the soils fail to adequately absorb the wastes and may
be rescinded unless the sites are maintained and operated in a manner which will protect the
assi; ned water quality standards of the surface waters and ground waters.
3. The 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 or groundwaters resulting from the operation of this facility.

5. In the event that the land application program is not operated satisfactorily, including the
creation of nuisance conditions, the Permittee shall cease applying sludge to the sites and
take any immediate corrective actions, including the construction of additional or
replacement wastewater treatment or disposal facilities.
6. No crops for direct human consumption shall be raised on these sites for a period of 18
months following sludge application.
7. Maximum slope for sludge application shall be 10% for surface application and 18% for
sur)sui:at.c applications.
8. The following buffers zones shall be maintained:
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 the appropriate DEM
regional office,
b) 200 feet from residences or places of public assembly under separate ownership for
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 DEM
regional office,
c) 160 feet from "SA and SB" classified waters and public surface water supplies for
both methods,
d) 50 feet from "WS" classified waters and other streams, creeks, lakes, rivers, and
surface water drainage ways for injection method.,
e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers and
surface water drainage ways for surface application method,
f) 100 feet from property lines for both methods; however, this requirement may be
reduced to 50 feet upon written concurrence from the adjoining property owner and
the appropriate DEM regional office,
g) 50 feet from public right of ways for surface application methods,
h) 25 feet from public right of ways for subsurface disposal methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both
methods,
j) 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both methods.
9. A copy of this permit shall be kept at the land application site when sludge is being applied
during the life of this permit, A spill prevention and control plan shall be kept in all sludge
transport and application vehicles.
10. All sludges included in this permit must be stabilized by a process to significantly reduce
pathogens (as described in 40 CFR Part 257, Appendix II) prior to application or
incorporation. An evaluation of all sludges as specified in condition 114 must be conducted
as to their ability to demonstrate compliance with this requirement. Upon request, a copy of
this report must be submitted to the Assistant Chief for Operations, Division of
Environmental Management, Water Quality Section, Operations Branch, PO Box 29535,
Raleigh, NC 27626-0535.
11. Specific sludge application area boundaries shall be clearly marked on each site prior to and
dining sludge application.
12. No sludge at any time shall be stored at any application site.
2

II IN I 31MVES)i lI: ul rY
The facilities and disposal sites shall be properly maintained and operated at all times.
2. A suitable vegetative cover as listed in condition 113, shall be maintained in accordance with
the crop management plan approved by this Division.
3. The application rates shall not exceed the following for the specified crops:
,rcr v '^p _ PAN Obdad
Corn (Silage & Grain) 200
Small Grain (Wheat, barley, mild, oats) 100
Soybeans 150
4. No sludges other than the following are hereby approved for land application in accordance
with this permit:
Permit Estimated
Source CQjjnjX Number Volume , tons/year)
City of Dunn Black River WWTP Harnett NC0043176 250
5. The lifetime heavy metal loadings shall not exceed the following for the corresponding
Cation Exchange Capacities (CEC):
Lead
500
Zinc
250
Copper
125
Nickel
125
Cadmium
4.5
1000
2000
500
1000
250
500
250
500
9
18
6. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and grade
at least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the Certification Commission. The Permittee must also employ a certified
back-up operator of the appropriate type and grade to comply with the conditions of Title
15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at least
weekly and each Class II, III, and IV facility at least daily, excluding weekends and holidays,
and must properly manage and document daily operation and maintenance of the facility
and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
7. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored sludge material into any surface waters.
8. Animals shall not be grazed on sludge applied land within a 30-day period following the
sludge application. Application sites that are to be used for grazing shall have fencing that
will be used to prevent access after each application.
9. Surface applied sludge will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established
10. For areas that are prone to flooding or within the 100-year flood elevation, sludge may be
applied only during periods of dry weather. The sludge must be incorporated into the soil
within twenty-four (24) hours of application.
3

11. Appropriate measures must be taken to control public access to the land application sites
during active site use and for the 12-month period following the last sludge application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.
12. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
conveying pollutants from the sludge application area onto the adjacent property or into the
surface waters.
i-3. —gl:;'.:: , ^ot be applied in inclement weather or until 24 hours following a rainfall event
of 1/2-inch or greater in 24 hours. Any emergency sludge disposal measures must first be
approved by the Division of Environmental Management.
14. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge application.
Sludge may be applied to sites with a pH of less than 6.5 provided a sufficient amount of
lime is also applied to achieve a final pH of the lime, sludge and soil mixture of at least 6.5.
Any moritoring (including groundwater, surface water, sludge, soil, or plant tissue analyses)
deemed necessary by the Division of Environmental Management to insure protection of the
environment will be established and an acceptable sampling and reporting schedule shall be
followed. If monitoring data indicates minimal or no concern to the Division, reduction of
monitoring requirements may be pursued after two annual reporting periods.
2. Proper records shall be maintained by the Permittee tracking all disposal activities. These
records shall include, but are not necessarily limited to the following information:
a) source of sludge
b) date of sludge application
c) location of sludge application (site, field, or zone #)
d) method of application
e) weather conditions
n soil conditions
g) type of crop or crop to be grown on field
h) volunne of sludge applied in gallons/acre and dry tons/acre
i) annual and cumulative totals of dry tons/acre of sludge, annual and cumulative
pounds/acre of each heavy metal (which shall include, but not be limited to lead,
nickel, cadmium, copper 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
of each site receiving sludge 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:
4

% Base Saturation
Magnesium
Phosphorus
Potassium
L,ad1
Zincl
pH
Manganese
Cation Exchange Capacity
Sodium
Nickell
Cadmiumi
Copperl
Calcium
1 Soils analysis for these parameters shall be conducted once prior to permit renewal on
; from each site which has received sludge during the permit cycle.
4. A quarterly sludge analysis and annual Toxicity Characteristics Leaching Procedure
(TCLP) analysis shall be conducted by the Permittee and the results maintained on file by
the Permittee for a minimum of five years. If land application occurs at a frequency less
than quarterly, sludge analysis will be required for each instance of land application.
The sludge analysis shall include but is not necessarily limited to the following parameters:
% total solids
Magnesium
Chlorides
Sulfate
Phosphorus
Potassium
Lead
Zinc
Copper
Nickel
Cadmium
Chromium
Sodium
Calcium
Total Nitrogen
Ammonia Nitrogen
Nitrate/Nitrite Nitrogen
pH
Plant Available Nitrogen (by calculation)
The TCLP analysis shall include the following parameters:
Arsenic
Barium
Benzene
Cadmium
Carbon tetrachloride
Chlordane
Chlorobenzene
Chloroform
Chromium
o-Cresol
m-Cresol
p-Cresol
Cresol
2,4-D
IA-Dichlorobenzene
1,2-Dichloroethane
1, 1 -Dichloroethylene
2,4-Dinitrotoluene
Endrin
Heptachlor (and its hydroxide)
Hexachlorobenzene
Hexachloro-1,3-butadiene
Hexachloroethane
Lead
Lindane
Mercury
Methoxychlor
Methyl ethyl ketone
Nitrobenzene
Pentachlorophenol
Pyridine
Selenium
Silver
Tetrachloroethylene
Toxaphene
Trichloroethylene
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
2,45-TP (Silvex)
Vinyl chloride
5. All sludges included in this permit must be monitored for compliance with condition 110 of
this permit. Data to verify stabilization by a process to significantly reduce pathogens (as
described in 40 CFR Part 257, Appendix 11) must be maintained by the Permittee. The
required data is specific to the stabilization process utilized, but should be sufficient to
clearly demonstrate cDmpliancc with 40 CFR Part 257.
5

6. Three copies of all monitoring and reporting requirements as specified in conditions III 1,
III 2, III 3, III 4, and 1115 shall be submitted annually on or before March 1 of the following
year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
7. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone
number ;919)486-1541, as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or fast 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 sludge material
to receiving waters.
C. 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 sludge treatment.
e. Any spillage or discharge from a vehicle or piping system transporting sludge to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 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.
No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface. .
2. The Compliance Boundary for the disposal system is specified by regulations in 15 NCAC
2L, Groundwater Classifications and Standards. An exceedance of Groundwater Quality
Standards beyond the Compliance Boundary is subject to penalty provisions applicable
under General Statute 143-215.6(1)a. The sale of property, by the Perrnittee, which is within
or contiguous to the disposal system site may alter the location of the Compliance
Boundary.
For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the waste disposal area, or 50 feet within the
property boundary.
0

If the title to any property which may affect the location of the Compliance Boundary is
changed, the Permittee shall notify the DEM Director within 14 days. The Director shall
then establish a modified Compliance Boundary which will be done as a modification to the
Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY is
established around disposal systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. When the concentration of any substance equals or
the maximum allowable concentration of that substance at the REVIEW
BOUNDARY, as determined by monitoring, the Permittee shall either (i) demonstrate,
through predictive calculations or modeling, that natural site conditions, facility design and
operational controls will prevent a violation of standards at the Compliance Boundary; or,
(ii) submit a plan for the alteration of existing site conditions, facility design or operational
controls that will prevent a violation of standards at the Compliance Boundary, and
implement that plan upon its approval by the Director.
3. Any groundwater quality monitoring as deemed necessary by the Division of Environmental
Management shall be provided.
V.
1. The Permittee or his designee shall inspect the sludge storage, transport, and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health, or a
nuisance. The Permittee shall keep an inspection log or summary including at least the date
and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of three years from the date of the inspection and shall be made available upon
request by the Division of Environmental Management or other permitting authority.
2. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and 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; or may obtain samples of
groundwater, surface water, or leachate.
1. This permit shall become voidable unless the land application activities are carried out in
accordance with the conditions of this permit and in the manner approved by this Division.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership or a name change of the Permittee, a formal permit request must be submitted to
the Division of Environmental Management accompanied by an application fee,
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.
7

4. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect.
5. The following are approved sites for sludge application (see attached map(s)):
Site No.
Ownerdxssee
Application Areas (acres)
HA2-1
R. Dewayne Weeks
34.1
HA2-2
R. Dewayne Weeks
69.1
HA2-3
R. Dewayne Weeks
56.7
HA.Z-4
R. Dewayne Weeks
66.3
l-LA2-5
R. Dewayne Weeks
78.8
HA2-6
R. Dewayne Weeks
49.8
HA3-1
R Dewayne Weeks
_ 90.1
Total Application Areal
444.9 ^
1 - Application Area excludes buffer areas.
The Iand application site designated as HA2-5 is partially covered in soils having a seasonal
high water table at depths ranging from one (1) to two (2) feet below land surface.
Th--fort, no sludge shall be applied to this field during the period from December through
Al:,zch ;-Chas]'YP
6. Failure, to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
(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 15 NCAC 2H .0205
(c)(4)•
8. 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.
9. A set of approved documents for the subject project must be retained by the applicant for
the life of the permit.
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
11. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Environmental Management deems
necessary in order to adequately protect the environment and public health.
8

Permit issued this the 7th day of July, 1992
NORIH CAROLINA ENVIROBTIviEIgTAL MANAGEMENT COMMISSION
A. Preston 'How . g Director
Division of &ivuuinneutal Management
By Authority of the Environmental Management Commission
fJ

I
Ujz
man
O _2rr
VICINITY MAP
HA 2
R. DEWAYNE WEEKS
51

M
..I
•
TOPOGRAPHIC MAP
1" = 660' _
HA 2 - 1,2
DEWAYNE WEEKS
1777
i
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Ll
i
G ♦ r � �s 1 � � ' T
Or
70 1
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1777
• "•rJ
TOPOGRAPHIC MAP
1^ = 66O'
HA 2 - 3,4.6
DEWAYNE WEEKS

mom
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40 - TOPOGRAPHIC MAP
1" = 660'
HA 2 - 5 � �
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WEEKS ,� +

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'V.I (=NI TY MAP
CARL HAMILTON JR.
s
.an
73

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WATER SUPPLY WELL
100
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1-_
---CART, HAM T LTON JR .
�� — c p g. 7 7

RATING SCALE FOR CLASSIFICATION OF FACILITIES
Name of Plant: of
{ Owner or Contact Person _ MV, Caul C, Dean
Mailing Address: Q,1yrJa6-� nint—S33T-
County: _ ..,,,� 7f-„ -- Telephone:�T ------ —
NPDES Permit No. NC00 Y.?/ 7c Nondisc, Per. No.
lssuacate: TU _ INV' Expiration Date: c7 32�
Existing Facility New Facility
lt�sa
Rated By: S ost .. Date: _Or,7, 1 19g1 �
Reviewed (Train. &Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC Grade
1TEM
POINTS ITEM
(1) Industrial Pretreatment units and/or
Industrial Pretreatment Program
(see -definition No. 33)
4
(2) DESKjN FLOW OF PLANT IN GPD
(not applicable to non -contaminated cooling
waters, sludge handling facilities [of water
purification plants, totally closed cycle
systems (del. No. 11). and facilities
constsl'rng only of Item (4) (d) or Items (4) (d)
nd (11) (d))
0 -- 20.000 ..........................
1
20,001 — 50,000..........................
2
50,001 — 100.000..........................
3
100,001 -- 250,000 ..........................
4
%250,001 — 500,000 ........ . .................
5
500,001--1.000,000..........................
a
1.000.001 -- 2,000,000 ............. ..... - ...
10
2.000.001 (and up) - rate i point additional for each
200,000 gpd capacity up to a
j
maximum of 30
Design Flow (gpd) 2, 2.75 OQp
(3) PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens ................................
1
or
(b) Mechanicat Screens, Static Screens or
Comminuting Devices ........... .............
(c) Grit Removal ....... . . ......................
1
or Mechanical or Aerated Grit Removal ........ , ..
a
(e) Flow Measurino Device .......................
1
or
(1) Instrumented Flow Measurement ..............
r (9) Preaeration ...... . ............... . .... . ....
2
(h) Influent Flow Equalization ...................
2
(i) Grease or Oil Separators - Gravity .. _ .......
2
Mechanical..........
3
Dissolved Air Flotation.
0
(i) PrechlDrination .... . .......... . ..... . . . .....
5
POINTS
(4) PRIMARYTREATMENT UNITS
(a) Septic Tank (see definition no. 43) ..............
(b) Imhoff Tank ................................. .
(c) Primary Clarifiers ... ....................... .
(d) Settling Ponds or Settling Tanks for Inorganic
Non -toxic Materials (sludge handling facilities
for water .purification plants, sand, gravel,
stone, and other mining operations except
recreational activities such as gem or gold
mining) ......... .......................
(5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(i)Aeration - High Purity Oxygen System ... .
Diffused Air System ...........
Mechanical Air System (fixed,
floating or rotor) ..............
Separate Sludge Reaeration .....
(ii) Trickling Filler
High Rate ....... . .......... .
Standard Bate ...............
Packed Tower ...............
(iii) Biological Aerated Filter or Aerated
Biological Filler .................... . .
(iv) Aerated Lagoons ..................... .
(v) Rotating Biological Contaclors ..........
(vi) Sand Filters -
intermittent biological ... . .
recirculating biological .... .
(vii) Stabilization Lagoons ........... . ...... .
(viii)Clarifier ..............................
(ix) Single stage system for combined
carbonaceous removal of BOD and
nitrogenous removal by nitrification
(see del. No. 12) (Points for this item
have to be in addition to items (5) (a)
(i) through (5) (a) (viii) ........... .... .
(x) Nutrient additions to enhance BOD
removal ...............................
(A) Biological Culture (-Super Bugs') addition
to enhance organic compound removal .. _ . _

diSroe• Soler Stage
`Aei;� ..: n - high Purity Oxygen System .. _ _
20
Dilfused Air System .... _ ......
10
Mechanical Air System (fixed.
floating, or rotor) ...... _ .. _ ..
B
Separate Sludge Reaeralion . _ . _ .
3
+i) 'Trickling Filler -
High Rate ........ _ .. - ..
7
Standard Rate - - - _ _ - ......
5
Packed Tower ............
5
iii) Biological Aerated Filter or Aerated
'Biological Filler .................. . ......
10
iv) Rotaling Biological Confac(ors ............
10
v) Sand Filter -
intermittent biological ... - ....
2
- recirculating otoiogicai - _ . _ ....
3
vi) Clarifier..... 5
%Ay OR ADVANCED TREATMENT UNIT
clivaled Carbons Beds -
withoul carbon regeneration .... . . . . . ...... . . .
5
with carbon regeneration .... ... . ..... . ....
15
owdered or Granular Activated Carbon Feed -
wilhoul carbon regeneration .................
5
with carbon regeneration ......... . .. . . . ....
15
AirStripping .. ............... . .........
5
0enitri(ication Process (separate process) .....
10
Electrodialysis ....................... . . . . . ..
5
FoamSeparation ................. . . .........
5
!on Exchange ................................
5
Land Application of Trealied Eliluent
(see definition no. 22b) (not applicable for
sand, gravel, stone and other similar mining
operations)
,(i) on agriculluralfy managed sites (See del.
No. 4)...................................
10
(ii) by high' rate infiltration on non-agr-rcullurally
rn d sites (includes rotary distributors
st, lar foxed nozzle systems) ....... _ ...
4
(iii) ay subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic lank and nitrifica-
tion lines only) ..................----------
4
Aicroscreens..................................
5
'hosphorus Removal by Biological Processes
See def. No. 26) .............................
20
'olishing Ponds without aeration .......
2
with aeration ..........
5
'ost Aeration - cascade ....... . ......
diffused or mechanical .. .
ieverse Osmosis . ............. . ...........
5
:arid or Mixed -Media Fillers - low rate ...........
2
high tale .. _-......
5
'realment processes for removal of metal or
yanide....................................
15
'reatment processes for removal of toxic
rialarials other than metal or cyanide ..... _ ...
15
3ETREATMENT
fudge Digestion Tank - Heated ....... ........
10
Aerobic . . ............ .
Unheated ...... .......
3
fudge Stabilization (chemical or thermal) ..... , .
5
judge Drying Beds - Gravity ..... . . ..........
Vacuum Assisted .......
ioc 11riation .............................
5
to. nditioner (chemical or thermal) ... , ....
5
odg_ _ nickener (gravity) ... . ..................
5
issolved Air Flotation Unit
of applicable to a unit rates as (3) (i) .........
a
edge Gas Utilization (including gas storage) .. _ .
2
(i) sludge Holding Tank - Aerated ............ . ... LV
Non -aerated .. _ _ ........ 2
(j) Sludge Incinerator - (not including activaled
carbon regeneration) 10
(k) Vacuum Filler, Centrifuge or Filter Press or other
similar dewatering devices .... _ . _ .......... _ .. 10
(8) SLUDGE DISPOSAL (including incinerated ash)
(a)Lagoons........................................ 2
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit . . - 10
-by contracting to a land application operator who
holds the land application permit ... . . ........... 2
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated 1 o
(c) Landfilied (burial) .............................
(9) DISINFECTION
(a) Chlorination .............................. 5
(b) Dechlorination ........................ 5
(c) Ozone .............................. 5
(d) Radiation .......... ............. 5
(10) CHEMICAL ADDITION SYSTEM(S) (See definition No. 9)
(not applicable to chemical additions rated as item
(3) 0), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(9) (a), (9) (b), or (9) (c) 5 points each: List:
...
5
...
5
--..
5
(11) MISCELLANEOUS UNITS
(a)
Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater .......... 4
(b)
Effluent Flow Equalization (not applicable to storage .
basins which are Inherent in land application systems).
2
(c)
Stage Discharge (not applicable to storage basins
Inherent in land application systems........ ............................ 5
(d)
Pumps--___-- ....
(e)
Stand -By Power Supply.-------....
(f)
Thermal Pollution Control Device ... ....................... _...... -.......
3
6�5_
TOTAL POINTS
CLASSIFICATION
Class t................................... .----..---_-_--...- 5 - 25 Points
C!P.ss-IL................................ .......... _' 26- 50 Points
la _.......................51- 65 Points
Class IV ............ ................. . 66- Up Points
Facilities having a rating of one through (our points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class 11.
Facilities- having treatment processes for the removal of metal
or -cyanide will be assigned a minimum classification of Class II
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class`
Ill.