WQ0016247_Regional Office Historical File Pre 2018 (8)

sJ
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
October 25, 2001
MR. ALVIN L. THOMAS, II, VICE PRESIDENT
SYNAGRO-WWT, INC.
1800 BERING DRIVE, SUITE 1000
HOUSTON, TEXAS 77057
1IPA
DEF i
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NORTH AR INA DEPPFRT7 E�JT'C�F'{
ENVIRONMENT AN WATURAL.RESOURCES
NOV 0 5 2001
14f�1� IV SION
Subject: Permit No. WQ0016247
Synagro-WWT, Inc.
City of Statesville Residuals Land
Application Program
Land Application of Residuals from the
Treatment of Wastewater
Iredell County
Dear Mr. Thomas:
In accordance with your permit name/ownership change application received on May 17, 2001, we are
forwarding herewith Permit No. WQ0016247, dated October 25, 2001, to Synagro-WWT, Inc. for the continued
operation of a residuals land application program for the City of Statesville.
This permit is being reissued to reflect the fact that the entity responsible for permit compliance is now
Synagro-lAIWT, Inc. On August 14, 2000, Synagro Technologies, Inc. bought the stock of Wheelabrator Water
Technologies, Inc. A condition of the stock purchase agreement was that the name of Wheelabrator Water
Technologies, Inc. be changed to Synagro-WWT, Inc.
This permit shall be effective from the date of issuance until April 30, 2004; shall void Permit No.
WQ0016247, issued to the Bio Gro Division of Wheelabrator Water Technologies, Inc. on May 28, 1999; and shall
be subject to the conditions and limitations as specified therein.
Please take time to review this permit thoroughly, as some of the conditions contained therein may have
changed or been added since the last issuance of this permit. Of special interest is the fact that the Divison of Water -
Quality (Division) has corrected a minor typographical error that was made during the last issuance of your permit.
Specifically, there are approximately 417.3 acres of agricultural land approved to receive residuals under the
conditions of this permit and not 405 acres as was previously listed.
As always, 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 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.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

If you need additional information concerning this m/n7el
ase contact Ms. Shannon Mohr Thornburg at
[phone], extension 353.
m,
Gregory J. Thorpe, Ph.D.
cc: Ms: Gwen Kraus, Synagro-WWT, Inc.
L.F. "Joe" Hudson, City of Statesville
Alexander County Health Department
Iredell County Health Department
Mooresville Regional Office, Water Quality Section
Mooresville-Regional_Office, Groundwater -Section
Central Office, Groundwater Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
2

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
Synagro-WWT, Inc.
Iredell County
FOR THE
continued operation of a residuals land application program for the City of Statesville and consisting of the
application of up to 2,028.6 dry tons per year of residuals from the treatment of wastewater from the sources listed
in Condition II. 6. to approximately 417.3 acres of agricultural land in Alexander County with no discharge of
wastes to surface waters, pursuant to the permit name/ownership change application received on May 17, 2001 and
in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by
the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2004; shall void Permit No.
WQ0016247, issued to the Bio Gro Division of Wheelabrator Water Technologies, Inc. on May 28, 1999; and shall
be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The appropriate local governmental official (i.e., county manager, city manager, etc.) shall be notified
at least 24 hours prior to the initial application of residuals to any new land application site. In
addition, the appropriate county manager's office shall be notified prior to the initial application of
residuals on any new land application site so that they will be aware that residuals land application
activities have commenced on the site.
2. The Division -of Water Quality's (Division) Mooresville Regional Office, telephone number (704) 663-
1699, shall be notified at least 24 hour prior to initiating each land application event on any land
application site. Such notification to the Regional Water Quality Supervisor shall be made during
normal office hours (i.e., from 8:00 a.m. until 5:00 p.m.) between Monday and Friday, but excluding
State Holidays.
This permit shall become voidable if the soils fail to assimilate the residuals adequately and may be
rescinded unless the land application sites are maintained and operated in a manner which will protect
the assigned water quality standards of the surface waters and groundwater.

4. The residuals land application program shall be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastes resulting from the operation of this program.
5. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
waters or groundwater resulting from the operation of this residuals land application program.
6. In the event that the residuals land application program is not operated satisfactorily, including the
creation of nuisance conditions, the Permittee shall cease applying residuals to the site, contact the
Water Quality Section of the Division's Mooresville Regional Office, and take any immediate
corrective actions as may be required by the Division.
7. Some of the buffers specified below may not have been included in previous permits for this residuals
land application program. However, any land application sites or fields that are included in this -permit,
but were approved with different buffers shall be reflagged to comply with the buffers as specified
below. 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 lake or impoundment for subsurface application;
f. 50 feet from property lines for both surface and subsurface application methods;
50 feet from public right of ways for both surface and subsurface application methods;
h. 10 feet from upslope interceptor drains and surface water diversions for both surface and
subsurface application methods; and
i. 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage
systems, and surface drainage ditches for both surface and subsurface application methods.
A copy of this permit shall be maintained in all manned equipment at the land application site when
residuals are being applied during the life of this permit. A spill prevention and control plan shall be
maintained in all residuals transport and application vehicles.
Specific residual application area boundaries shall be clearly marked on each site prior to and during
application.
10. No residuals shall be stored at any land application site at any time, unless approval has been requested
and obtained from the Division.
11. Maximum slope for land application of residuals shall be 10 percent for surface application methods
and 18 percent for subsurface application methods.
2

II
12_. When residuals are land 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 shall be performed that demonstrates the residuals' ability to comply with this requirement.
Upon request, a copy of this evaluation, including all test results and calculations, shall be submitted.
OPERATION AND MAINTENANCE REQUIREMENTS
The facilities and land application sites shall be properly maintained and operated at all times.
2. A suitable vegetative cover, as listed in Condition II. 5., shall be maintained in accordance with the
crop management plan outlined by the local Extension Office, the Department of Agriculture, the
Natural Resource Conservation Service, or other agronomist and as approved by this Division.
3. An acceptable pH shall be maintained in the soil, residuals, and lime mixture, greater than 6.0, on all
land application sites to ensure optimum yield for the crops specified in Condition II. 5. The
agronomist shall provide information on the pH best suited for the specified crop and the soil type.
4. Prior to applying residuals to any land application site that has previously received or is intended to
receive animal waste (e.g., poultry litter, hog lagoon effluent, etc.) or other source of nutrients in the
future, the Permittee shall obtain information pertaining to the volume and analysis of the applied
waste/nutrients from the landowner and/or lessee/operator of the site. The Permittee shall be
responsible for verifying the volume of residuals that may be land applied to the site such that the plant
available nitrogen (PAN) loading rate for the specified crop (i.e., see Condition 11. 5.) shall not be
exceeded by all of the sources of PAN applied. Should the maximum PAN loading rate be met or
exceeded, then no additional residuals shall be applied to the site.
The application rate of residuals and other sources of PAN to any land application site shall be such
that the following PAN loading rates shall not exceed the following for the specified crops:
Crop PAN (pounds/acre/vear) Crop PAN (pounds/acre/vear)
Alfalfa
200
Forest (Hardwood, Softwood)
75
Bermuda Grass (Hay, Pasture)
220
Milo .
100
Blue Grass
120
Small Grain (Wheat, Barley, Oats)
100
Com (Grain)
160
Sorghum, Sudex (Pasture)
180
Com (Silage)
200
Sorghum, Sudex (Silage)
220
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, & Rye Grass
200
If the approved land application sites are to be double cropped (i.e., a crop in the spring and a second
crop in the fall, with BOTH crops to receive residuals), then the second crop shall receive an
application of nutrients at a rate of no greater than 50 pounds per acre per year. This practice shall 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 residuals shall be applied to these fields because the
PAN will essentially be returned to the soil.

6.
7
No residuals other than the following are hereby approved for land application in accordance with this
permit:
Permit Volume
Source County Number (dry tons/vear)
City of Statesville Iredell NPDES Permit No. NC0020591 972.9
Third Creek Wastewater Treatment Plant
City of Statesville Iredell NPDES Permit No. NC0031836 1,055.7
Fourth Creek Wastewater Treatment Plant
The metal loading rates on any land application site shall not exceed the following Cumulative
Pollutant Loading Rates:
Parameters
Kilograms
per Hectare
Pounds
per Acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
The pollutant concentrations in the residuals, which will be applied to the land, shall not exceed the
following Ceiling Concentrations (i.e., dry weight basis):
Parameters Milligrams per Kilograms
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc -
7,500
9. Upon classification of the residuals land application program by the Water Pollution Control System
Operators Certification Commission (WPCSOCC), the Permittee shall employ a certified land
application/residuals operator to be in responsible charge (ORC) of the program. The operator shall
hold a certificate of the type classification assigned to the program by the WPCSOCC. The Permittee
shall also employ a certified back-up operator of the appropriate type to comply with the conditions of
15A NCAC 8G .0202.
10. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
11. Surface -applied residuals shall be plowed or
application sites with no cover crop established.
30 days of the land application event.
disced within 24 hours after application on land
An acceptable cover crop shall be established within
4

12. For areas that are prone to flooding or within the 100-year flood elevation, residuals shall be applied
only during periods of dry weather. The residuals shall be incorporated into the soil within 24 hours
after application.
13. Appropriate measures shall be taken to control public access to the land application sites during active
site use and for the 12-month period following the last land application event. Such controls may
include the posting of signs indicating the activities being conducted at each site.
14. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
pollutants from the residuals application area onto adjacent properties or into any surface waters.
15. Residuals shall not be applied during inclement weather or until 24 hours following a rainfall event of
0.5-inch or greater in 24 hours. Any emergency residuals disposal measures shall first be approved by
the Division.
16. Residuals shall not be applied to any land application site that is flooded, frozen, or snow-covered.
17. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by the Division.
18. Animals shall not be grazed on an application site for 30 days after residuals application. Application
sites that are to be used for grazing shall have fencing that will be used to prevent access after each
application.
19. Food crops, feed crops, and fiber crops that do not come in contact with the residuals shall not be
harvested for 30 days after residuals application.
20. Food crops with harvested parts that touch the residual/soil mixture and are totally above the land
surface (e.g., tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14 months after
residuals application.
21. Food crops with harvested parts below the surface of the land (i.e., root crops such as potatoes, carrots.
radishes, etc.) shall not be harvested for 20 months after application of residuals when the residuals
remain on the land surface for four months or longer prior to incorporation into the soil.
22. Food crops with harvested parts below the surface of the land shall not be harvested for 38 months
after application of residuals when the residuals remain on the land surface for less than four months
prior to incorporation into the soil.
23. Turf shall not be -harvested for one year after residuals application.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (i.e., including groundwater, surface water, residuals, soil, or plant tissue analyses)
deemed necessary by the Division to ensure protection of the environment shall be established, and an
acceptable sampling and reporting schedule shall be followed.
2. Proper records shall be maintained by the Permittee tracking all residuals land application activities.
These records shall include, but are not necessarily limited to, the following information:
a. Source of residuals;
b. Date of land application;
c. Location of land application (i.e., site, field, or zone number);
d. Method of land application;

e. Weather conditions (i.e., sunny, cloudy, raining, etc.);
f. Soil conditions (i.e., dry, wet, frozen, etc.);
g. Type of crop or crops to be grown on field;
h. Volume of residuals land applied in gallons per acre, dry tons per acre, or kilograms per hectare;
i. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per acre, or
kilotn
grams per hectare (if applicable);
j. Volume of soil amendments (i.e., lime, gypsum, etc.) applied in gallons per acre, dry ton per acre,
or kilograms per hectare (if applicable); and
i. Annual and cumulative totals of dry tons per acre of residuals as well as animal waste and other
residuals (i.e.; if applicable), annual and cumulative pounds per acre of each heavy metal (i.e., shall
include, but shall not be limited to, arsenic, copper, lead, mercury, molybdenum, nickel, selenium,
and zinc), annual pounds per acre of PAN, and annual pounds per acre of phosphorus applied to
each field.
3. A representative annual soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on each
land application site receiving residuals in the respective calendar year, and the results shall be
maintained on file by the Permittee for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity Magnesium Phosphorus
Calcium Manganese Potassium
Cation Exchange Capacity Percent Humic Matter Sodium
Copper pH Zinc
Base Saturation (by calculation)
4. An analysis shall be conducted on each residuals source quarterly from the date of permit issuance, and
the results shall be maintained on file by the Permittee for a minimum of five years. If land application
occurs at a frequency less than quarterly, an analysis will be required for each instance of land
application. The residuals analysis shall include, but shall not necessarily be limited to, the following
parameters:
Aluminum
Ammonia -Nitrogen
Arsenic
Cadmium
Calcium
Copper
Lead
Magnesium
Mercury
Molybdenum
Nickel
Nitrate -Nitrite Nitrogen
Percent Total Solids
pH
Phosphorus
Potassium
Selenium
Sodium
Total Kjeldahl Nitrogen
Zinc
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 to reduce the frequency of monitoring for
pollutant concentrations. In no case, however, shall the frequency of monitoring be less than once per
year when residuals are applied to the land.
0

5. A Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the Permittee
annually on each residuals source. The TCLP analysis shall include the following parameters (i.e.,
note the regulatory level in milligrams per liter in parentheses):
Arsenic (5.0)
Cadmium (1.0)
Chlorobenzene(100.0)
o-Cresol (200.0)
Cresol (200.0)
1,2-Dichloroethane (0.5)
Endrin (0.02)
Hexachlorobenzene (0.13)
Lead (5.0)
Methoxychlor (10.0)
Pentachlorophenol (100.0)
Silver (5.0)
Trichloroethylene (0.5)
2,4,5-TP (Silvex) (1.0)
Barium (100.0)
Benzene (0.5)
Carbon tetrachloride (0.5)
Chlordane (0.03)
Chloroform (6.0)
Chromium (5.0)
m-Cresol (200.0)
p-Cresol (200.0)
2,4-D (10.0)
1,4-Dichlorobenzene (7.5)
1,1-Dichloroethylene (0.7)
2,4-Dinitrotoluene (0.13)
Heptachlor (and its hydroxide) (0.008)
Hexachloro-1,3-butadiene (0.5)
Hexachloroethane (3.0)
Lindane (0.4)
Mercury (0.2)
Methyl ethyl ketone (200.0)
Nitrobenzene (2.0)
Pyridine (5.0)
Selenium (1.0)
Tetrachloroethylene (0.7)
Toxaphene (0.5)
2,4,5-Trichlorophenol (400.0)
2,4,6-Trichlorophenol (2.0)
Vinyl chloride (0.2)
After the residuals have been annually monitored for two years, the Permittee may submit a request to
the Division for a permit modification for the reduction of the TCLP frequency. In no case, however,
shall the frequency of TCLP monitoring be less than once per permit cycle.
Each residuals source approved in this permit shall be monitored quarterly, from the date of permit
issuance, for compliance with Condition I. 11. Data to verify pathogen and vector attraction reduction
of the residuals shall be maintained by the Permittee. The required data shall be specific to the
stabilization process utilized, but also shall be sufficient to demonstrate clear compliance with the
Class A pathogen reduction requirements in 40 CFR Part 503.32(a) or the Class B pathogen reduction
requirements and site restrictions in 40 CFR Part 503.32(b) as well as one of vector attraction reduction
requirements in 40 CFR Part 503.33. In addition, the Environmental Protection Agency (EPA)
certification statements concerning compliance with pathogen reduction requirements, vector attraction
reduction requirements, and management practices shall be completed quarterly by the proper authority
or authorities, if more than one is involved (i.e., either the person who prepares the residuals, the
person who derives the material, or the person who applies the residuals).
7. Three copies of all required monitoring and reporting requirements as specified in Condition III. L,
Condition IlI. 2., Condition III. 3., Condition III. 4., Condition III, 5., Condition III, 6., and Condition
III. 7. shall be submitted annually on or before March 1st of the year following the land application
event to the following address:
NCDENR-DW Q
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8, Noncompliance Notification:
The Pen- ittee shall report by telephone to the Water Quality Section of the Division's Mooresville
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 that 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
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
No land application of waste shall be undertaken when the water table is less than three feet below the
land surface.
2. The COMPLIANCE BOUNDARY for disposal systems shall be as specified by regulations in 15A
NCAC 2L (i.e., "Groundwater Classifications and Standards"). - The Compliance Boundary for
residuals land application programs initiated after December 31, 1983 shall be established at either (1)
250 feet from the land application area, or (2) 50 feet within the property boundary, whichever is
closest to the land application area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary shall be subject to immediate remediation action in addition to the penalty
provisions applicable under North Carolina General Statute § 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY shall be established around disposal
systems midway between the Compliance Boundary and the perimeter of the land application area.
Any exceedance of standards at the Review Boundary shall require remediation action on the part of
the Permittee.
3. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
V. INSPECTIONS
1. Prior to each land application event, the Permittee or his designee shall inspect the residuals storage,
transport, and application facilities to prevent malfunctions and deterioration, operator errors, and
discharges that 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 land application site
or facilities 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 the
Division.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
This permit shall not be automatically transferable. In the event that there is a desire for the residuals
land application program to change ownership or to change the name of the Permittee, a formal pen -nit
request shall be submitted to the Division documentation from the parties involved and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved.
4. The following land application sites shall be approved to receive residuals. Note that if only one name
is provided in the owner/operator or lessee field of the table provided below, the owner and operator
for the specified site are the same person.
Application Area [acres]
Site No. Owner/Operator or Lessee (excluding buffers)
Alexander County
NC AL 9-1
S & B Sprinkle / Jason C. Payne
29.3
NC AL 9-2
Boone Icenhour / Jason C. Payne
32.6
NC AL 9-3
Boone Icenhour / Jason C. Payne
14.4
NC AL 9-4
Harold Brinkley / Jason C. Payne
11.8
NC AL 9-5
Harold Brinkley / Jason C. Payne
6.7
NC AL 9-6
Harold Brinkley / Jason C. Payne
18.6
NC AL 9-7
Boone Icenhour / Jason C. Payne
13.8
NC AL 9-8
Boone :Icenhour / Jason C. Payne
42.8
NC AL 9-9
Boone Icenhour / Jason C. Payne
23.7
NC AL 9-10
Boone Icenhour / Jason C. Payne
24.9
NC AL 9-11
Boone Icenhour / Jason C. Payne
16.0
NC AL 10-1
Vance Houston / Jason C. Payne
11.1
NC AL 11-1
David R. Mecimore
24.8
NC AL 11-2
David R. Mecimore
83.7
NC AL 11-3
David R. Mecimore
13.7
NC AL 11-4
David R. Mecimore
49.4
TOTAL ACRES IN ALEXANDER COUNTY
417.3
TOTAL AVAILABLE ACRES
417.3
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes § 143-
215.6A through § 143-215.6C.
6. The annual administering and compliance fee shall be paid by the Permittee within 30 days after being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to
revoke this permit, as specified by 15 NCAC 211.0205 (c)(4).
9

The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) which have jurisdiction, including, but not limited to, applicable river buffer rules in 15A
NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCGO100000, and any requirements pertaining to wetlands under
15A NCAC 2B .0200 and 15A NCAC .0500.
8. The Permittee, at least six months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Division shall review the adequacy of the facilities and residuals land
application program described therein, and if warranted, shall extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
This permit may be modified, revoked, and/or reissued to incorporate any conditions, limitations and
monitoring requirements the Division deems necessary in order to protect the environment and public
health adequately.
10. This permit shall become voidable unless the agreements between the Permittee and the
owners/operators of the permitted sites are in full force and effect. These agreements shall be
considered expired concurrent with the expiration date of the permit and must be renewed at the same
time the permit is renewed.
Permit issued this the twenty-fifth day of October, 2001.
;NORT AROLINLENVIMRIONMENTAL MANAGEMENT COMMISSION
--f/ Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016247
10

ITX00re_SQt lie,.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
July 8,1999�"r' r
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
JUL
Larry Bunting, Vice President
Wheelabrator Water Technologies Inc. 01VIS;L_;v
908 Belcher Drive
Pelham, AL 35124
Subject: Classification of Land Application/Residuals System
System: Wheelabrator Water Technologies Inc.
Permit No: WQ0016247-._
County: Alexander
Dear Mr. Bunting:
The Water Pollution Control System Operators Certification Commission (WPCSOCC) adopted Rule
15A NCAC 8G .0305, Classification of Land Application/Residuals Systems, effective April 1, 1999.
In order to insure the proper operation and maintenance of these systems, this Rule requires that all:
systems permitted for the land application of sludge, residuals, biosolids, or contaminated soil on a'
dedicated site to be classified by the WPCSOCC as land application/residuals systems.
The Water Pollution Control System Operators Certification Commission hereby classifies the subject
facility as a Land Application/Residuals System.
As required by Rule 15A NCAC 8G .0201 and the subject permit, a certified Operator in Responsible
Charge (ORC) and one or more back-up ORC(s) of the appropriate type must be designated for each
classified system. Your system requires an Operator in Responsible Charge (ORC) and a back-up
operator who hold valid land application/residuals certificates. It you have not already done so,
please complete and return the enclosed esignation tonn tot is o fice by August 15, 1999. Failure to
designate a properly certified Operator in Responsible Charge and back-up operator is a violation of the
permit issued for this system.
If you need assistance or have any questions concerning this requirement please feel free to call Tony
Honeycutt at 919-733-0026, extension 314.
Sincerely,
L_G
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: MRO _
Central Files
TAC Facility Files
WATER POLLUTION CONTROL SYSTEM OPERATORS CERTIFICATION COMMISSION
P.O. BOX 29S35, RALEIGH, NORTH CAROLINA 27626-0535 PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST -CONSUMER PAPER
LIn

AlL 16 99

DESIGNATION FORM
OPERATOR IN RESPONSIBLE CHARGE OF
WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
Please Print Facility Name: Wheelabrator Water Technologies Inc.
Mailing Address:\ 908 Belcher Drive
Address: Pelham, AFL 35124
Permit Number: WQ0016247 County: Alexander
Please circle type of facility: Wastewater . Collection Spray Irrigation Land Application
Classification of Facility (if applicable): I II III IV
OPERATOR IN RESPONSIBLE CHARGE
Please Print Name:
Mailing Address:
City: State: Zip' Code:
Certificate Types and Grade:
Certificate #s: Social Security #:
Work Phone: Home Phone:
Signature: Date:
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BACK-UP OPERATOR
Please Print Name:
Mailing Address:
City: State: Zip Code:
Certificate Types and Grade:
Certificate #s: Social Security #:
Work Phone: Home Phone:
Signature: Date:
xxxde�e�exk�F9rx:F�F�F�Fx�F�e�"exxkk�Fxx�Fx.'rx��Fir�Fx�kxx*�Fxx�e�icx�tk�cicic*�F�F�c�'c�F9c�ck�F�k�F�F
SYSTEM OWNER/ADMIN. OFFICER
Please Print Name:
Mailing Address:
City: State: Zip Code:
Telephone #:
Signature: Date:
icxxirx*x3c�Fic�'ck�ria*�e�ex�ex�cx�cxiexie�e�c*�c�rxk�x�kicie�e�x�:E�F�c�E�F9c�Fse9cx�F�'eke*:k9cxie�e�ek
Please Mail to:
WPCSOCC
Technical Assistance and Certification Unit
1618 Mail Service Center
Raleigh, NC 27669-1618

6r') 91 w

State of North Carolina
Department of Environment
and Natural Resources /
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
May 28, 1999
Larry Bunting, Vice President
Wheelabrator Water Technologies Inc.
Bio Gro Division
908 Belcher Drive
Pelham, AL 35124
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL_ RESOURCES
s
F^ �Y�Y2: Qi�il
9 199t'
Subject: Permit No. WQ0016247
Wheelabrator Water Technologies Inc] Biogro
Land Application of Wastewater Residuals
Alexander County
Dear Mr. Bunting:
In accordance with your application received on December 14, 1998, we are forwarding herewith Permit
No. WQ0016247, dated May 28, 1999, to Wheelabrator Water Technologies, Inc./ Bio Gro Division for the
operation of a wastewater residuals land application program.
This permit shall be effective from the date of issuance until April 30, 2004, 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 matte please contact JR Joshi at [phone]
extension 363.
Sin ely,
,CKerr T. Stevens
cc: Alexander County Health Department
L.F. "Joe" Hudson, City of Statesville
Mooresville Regional Office, Water Quality Section
t�Mooresvl�le:Regi_onal_Office, Groundwater Section =w,
Bob Cheek, Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
PO Box 29535, Raleigh, North Carolina 27626-0535 Telephone (919) 733=5083 Fax [phone]
An Equal Opportunity Affirmative Action Employer 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
Wheelabrator- Water Technologies, Inc. / Bio Gro Division
Alexander County
FOR THE
operation of a wastewater residuals land application program consisting of the application of 2028.6 dry tons per
year of residuals from sources listed in Condition II 5, to approximately 405 acres of land in Alexander County
with no discharge of wastes to the surface waters, pursuant to the application received on December 14, 1998, and
in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by
the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2004, and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The Mooresville 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 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 Alexander 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 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.

II.
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 of Water Quality (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 regional office,
b) 200 feet from residences or places of public assembly under separate ownership for subsurface
residual injection method; however, the buffer zone requirement may be reduced to a minimum of
100 feet upon written consent of the owner and the appropriate regional office,
c) 100 feet from any public or private water supply source, waters classified as SA or SB, and any Class
I or Class II impounded reservoir used as a source of drinking water for both methods,
d) 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and
any other lake or impoundment for surface application,
e) 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and
any other lake or impoundment for subsurface application,
f) 50 feet from property lines for both surface and subsurface application methods;
g) 50 feet from public right of ways for both application methods,
h) 10 feet from upslope interceptor drains and surface water diversions for both application methods,
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 allresiduals
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.
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, 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 (lb./acre/yr.)
Alfalfa
Bermuda Grass (Hay, Pasture)
Blue Grass
Corn (Grain)
Corn (Silage)
Cotton
Fescue
200
Forest (Hardwood & Softwood)
75
220
Milo -
100
120
Small Grain (Wheat, barley, oats)
100
160
Sorghum, Sudex (Pasture)
180
200
Sorghum, Sudex (Silage)
220
70
Soybeans
200
250
Timothy, Orchard, & Rye Grass
200
If the approved land application sites are to be double cropped (i.e., a crop in the spring and a second
crop in the fall, with BOTH crops to receive wastewater residuals), then the second crop shall receive
an application of nutrients at a rate of no greater than 50 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 (dry tons/year)
City of Statesville, Third Creek WWTP
City of Statesville, Fourth Creek WWTP
Iredell NC0020591 972.9
Iredell NC0031836 1055.7
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Parameters
Kilograms
per Hectare
Pounds
per Acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498

The pollutant concentrations in the residuals which will be applied to the land shall not exceed the
following Ceiling Concentrations (Dry Weight Basis):
Parameters in
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium.
100
Zinc
7,500
8. 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 type 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.
4

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 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 Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Phosphorus Base Saturation (by calculation)
Cation Exchange Capacity
4. A residuals analysis for each source 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((,,P-,,,
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
Ammonia -Nitrogen
Nitrate -Nitrite Nitrogen
% Total Solids
pH
Phosphorus
Potassium
TKN
Chromium
Plant Available Nitrogen (by calculation)
(0 )
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.
A Toxicity Characteristics Leaching Procedure (TCLP) analysis for each source shall be conducted by
the Permittee annually. The TCLP analysis shall include the following parameters (please note the
regulatory level in mg/L in parentheses):
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-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)
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)
6. All residuals included in this permit must be monitored quarterly for each source, 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
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

7. Three copies of all required monitoring and reporting requirements as specified in conditions III 1, III
-2, III 3, 1114,1115 and III 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
Post Office Box 29535
Raleigh, North Carolina 27626-0535
8. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, 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
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
VI.
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.
GENERAL CONDITIONS
I. 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.
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.
4. The following are approved sites for residuals application (see attached map[s]):
Application Area [acres]
Site No Owner/Lessee (excluding buffers)
Alexander County
ALM
Sprinkle
29.3
AL9-2 & 3
Boone Icenhour
38.5
AL9-4,5 & 6
Brinkley
37.1
AL9-7, 8, 9, 10, & 11
Boone Icenhour
117.1
AL10-1
Owen Icenhour
11.1
ALI I
David Mecimore
171.6
TOTAL AVAILABLE ACRES
405.0
5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A
to 143-215.6C.
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).

The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
The Permittee, at least six (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.
Permit issued this th,9,Twenty-eighth day of May, 1999
NORTH C� OLINA E NYENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016247

Wheelabrator Water Technologies Inc.
810 Gro Division
A WMX Technologies Company Tel. [phone]
Souftm Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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State of North Carolina
"s Department of Environment t/7 / 4
and Natural Resources G, J_p ' J p� N �l
Division of Water Quality 5 f�
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary w
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
L1 �•_ � � �z81 {�fkl��
May 28, 1999
L
Larry Bunting, Vice President
Wheelabrator Water Technologies Inc.
Bio Gro Division
908 Belcher Drive
Pelham, AL 35124
Dear Mr. Bunting:
J1.1w qu '999"
Subject: Permit No. WQ0016247
Wheelabrator Water Technologies Inc./ Biogro
Land Application of Wastewater Residuals
Alexander County
s
In accordance with your application received on December 14, 1998, we are forwarding herewith Permit
No. WQ0016247, dated May 28, 1999, to Wheelabrator Water Technologies, Inc./ Bio Gro Division for the
operation of a wastewater residuals land application program.
This permit shall be effective from the date of issuance until April 30, 2004, 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
extension 363.
cc: Alexander County Health Department
L.F. "Joe" Hudson, City of Statesville
M`: 000resville Regional-Offic�, V�ater_Quality S.ectionF
Mdgresville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
\ PO Box 29535, Raleigh- North Carolina 27626-0535
111,
An Equal Opportunity Affirmative Action Employer
at [phone] .
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
Wheelabrator Water Technologies, Inc. / Bio Gro Division
Alexander County
FOR THE
operation of a wastewater residuals land application program consisting of the application of 2028.6 dry tons per
year of residuals from sources listed in Condition II 5, to approximately 405 acres of land in Alexander County
with no discharge of wastes to the surface waters, pursuant to the application received on December 14, 1998, and
in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by
the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2004, and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS
The Mooresville 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 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 Alexander 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 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 of Water Quality (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 regional office,
b) 200 feet from residences or places of public assembly under separate ownership for subsurface
residual injection method; however, the buffer zone requirement may be reduced to a.minimum of
100 feet upon written consent of the owner and the appropriate regional office,
c) 100 feet from any public or private water supply source, waters classified as SA or SB, and any Class
I or Class II impounded reservoir used as a source of drinking water for both methods,
d) 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and
any other lake or impoundment for surface application,
e) 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and
any other lake or impoundment for subsurface application,
f) 50 feet from property lines for both surface and subsurface application methods;
g) 50 feet from public right of ways for both application methods,
h) 10 feet from upslope interceptor drains and surface water diversions for both application methods,
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 allresiduals
transport and application vehicles.
S. 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.
H. 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, the Department of Agriculture, the Natural
Resource Conservation Service, 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.) Crop PAN (lb./acre/yr.)
Alfalfa
Bermuda Grass (Hay, Pasture)
Blue Grass
Corn (Grain)
Corn (Silage)
Cotton
Fescue
200
Forest (Hardwood & Softwood)
75
220
Milo -
100
120
Small Grain (Wheat, barley, oats)
100
160
Sorghum, Sudex (Pasture)
180
200
Sorghum, Sudex (Silage)
220
70
Soybeans
200
250
Timothy, Orchard, & Rye Grass
200
If the approved land application sites are to be double cropped (i.e., a crop in the spring and a second
crop in the fall, with BOTH crops to receive wastewater residuals), then the second crop shall receive
an application of nutrients at a rate of no greater than 50 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 (dry tons/year)
City of Statesville, Third Creek WWTP
City of Statesville, Fourth Creek WWTP
Iredell NC0020591 972.9
Iredell NC0031836 1055.7
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Parameters
Kilograms
per Hectare
Pounds
per Acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498

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 ma/k
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 type 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.
4

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. MONITORING AND REPORTING REQUIREMENTS
1. 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 Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Phosphorus Base Saturation (by calculation)
Cation Exchange Capacity
4. A residuals analysis for each source 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
Ammonia -Nitrogen
Nitrate -Nitrite Nitrogen
% Total Solids
pH
Phosphorus
Potassium
TKN
Chromium
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.
5. A Toxicity Characteristics Leaching Procedure (TCLP) analysis for each source shall be conducted -by
the Permittee annually. The TCLP analysis shall include the following parameters (please note the
regulatory level in mg/L in parentheses):
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-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)
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)
6. All residuals included in this permit must be monitored quarterly for each source, 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
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.

7. Three copies of all required monitoring and reporting requirements as specified in conditions III 1, III
2, I1I 3, I1I 4, III 5 and III 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
Post Office Box 29535
Raleigh, North Carolina 27626-0535
8. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, 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.
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.
7

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.
4. The following are approved sites for residuals application (see attached map[s]):
Site No.
AL9-1
AL9-2 & 3
AL9-4,5 & 6
AL9-7, 8, 9, 10, & 11
AL 10-1
AL 11
Owner/Lessee
Alexander County
Sprinkle
Boone Icenhour
Brinkley
Boone Icenhour
Owen Icenhour
David Mecimore
TOTAL AVAILABLE ACRES
Application Area [acres]
(excluding buffers)
29.3
38.5
37.1
117.1
11.1
171.6
405.0
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A
to 143-215.6C.
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).

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 deems necessary in order to adequately protect the environment
and public health.
Permit issued this th,9,Twenty-eighth day of May, 1999
NORTH OLINA E N ENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016247

A Wheelabrator Water Technologies Inc.
Blo Gro Division
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1 ate of North Carolina
` St
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Larry Bunting
Vice President/ General Manager, Bio Gro
908 Belcher Drive
Pelham,.AL 35124
Dear Mr. Bunting:
LNCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAT ESOURCES T
9
February 19, 1999
r,�� tT
Subject: ApplicationGNQ ;.,W, Q� 6247"
Additional Information OgQa f.
Land application of Residuals
City of Statesville
Alexander County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address and submit
the following information:
1. Please fill out the enclosed application for `Land Application of Residual Solids' for Class B
biosolids permit instead of `Land Application of Other Residual Solids' that was submitted in the
original application package.
2. Please provide a copy of the letter from the City of Statesville requesting that the permit for the
application of Class B biosolids be held in Bio Gro's name.
Please refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at the address below on or before March 22,1999.
If you have any questions on this matter, please call me at [phone] ext. 363
Sincerely, �p
JR Joshi
Soil Scientist
Non Discharge Permitting Unit
cc:gional Office, Water Quality
Permit File WQ0016247
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

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Charles Mashburn, County Manager
County of Alexander
255 Liledoun Road
Taylorsville, North Carolina 28681
Dear Mr. Mashburn:
I hlkq,�WA
4 • 21
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANIRMAIMM. OURCES
February 19, 1999 � `�J1*2,�,s
FEB P2 1999
Subject: Permit Application NoW@.Q0�.t6�47
Bio Gro/ City of Statesville
Land Application of Wastewater
Treatment Residual Solids
Alexander County
The Division of Water Quality has received an application from Bio Gro/ City of Statesville for the land application
of residual solids from the treatment of wastewater to sites in Alexander County. This Division will ensure that all federal
and state regulations are enforced.
Maps of the sites are available at the Division's Morrisville Regional Office. Please contact Rex Gleason, Water
Quality Supervisor, at [phone] for more information. Should you desire to comment on this application as it relates
to your interests, please do so no later than March 22,1999.
If you have any questions or comments, please contact JR Joshi at [phone] extension 363.
Sincerely,
v Kim Colson, .E., Supervisor
Non Discharge Permitting Unit
cc: Morrisville Regional Office Water Quality Supervisor
or
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

YY�
To: Permits and Engineering Unit
Water Quality Section
Attention: J. R. Joshi
SOC PRIORITY PROJECT: No
Date: January 27, 1999
SLUDGE DISPOSAL STAFF REPORT AND RECOMMENDATION
County: Alexander
MRO No.: 98-101
Permit No. WQ0016247
PART I - GENERAL INFORMATION
Facility and Address: City of Statesville Land Application of Residuals
Post Office Box 1111
Statesville, N.C. 28677
2. Date of Investigation: January 21, 1999
3. Report Prepared By: Michael L. Parker, Environ. Engr. II
4. Persons Contacted and Telephone Number: Mr. Robert Hamilton, Ms. Dee Browder, Bio
Gro, [phone] (Ms. Browder).
5. Directions to Site(s): Directions to all the sites can be found in the report submitted by
Bio Gro.
6. 'USGS Coordinates for all disposal site(s) unless provided by applicant: Provided by the
applicant.
USGS Quad No. of proposed site(s) unless provided by applicant: Provided by the
applicant.
7. Size of proposed residuals disposal site(s): 482 acres are included in this application for
approval.
8. Topography (including relationship to 100 year flood plain): Several of the proposed sites
have moderate to heavy topography (slopes). As a result of the site investigation, portions
of the following field have had additional buffers added to avoid slopes greater than 10%:
NC AL 9-2. NC AL 9-3, NC AL 9-7, & NC AL 9-9. Those -portions of the proposed sites
that are located within the 100 year -flood plain will be required to follow the Division's
current guidance concerning flood plain application.
9. Any buffer conflicts with location of nearest dwelling and water supply well? No.

FFV
Page Two
10. Watershed Stream Basin Information:
a. Watershed Classification: Class C for all sites.
b. River Basin and Subbasin No.: Yadkin 030706/Catawba 030832
C. Distance to surface water from disposal sites: Varies depending on the site.
PART H - DESCRIPTION OF RESIDUALS
a. Residuals: 2029 dry tons per year.
b. Pretreatment Program-(POTWs only): Statesville has an approved pretreatment
program.
2. Residuals handling and utilization/disposal scheme:
a. Residuals Stabilization: PSRP
PART III - OTHER PERTINENT INFORMATION
I Special monitoring requests: None at this time.
2. Important SOC/JOC or Compliance Schedule Dates: N/A
3. Air Quality and/or Groundwater concerns or hazardous materials utilized at this facility
that may impact water quality, air quality, or groundwater? There are no AQ concerns
nor are the residuals expected to have constituents present in quantities that are
considered hazardous. GW comments are necessary prior to the issuance of this permit
PART IV - EVALUATION AND RECOMMENDATIONS
Wheelabrator Water Technologies, Inc., Bio Gro Division (Bio Gro) has requested
issuance of a non -discharge permit for the land application of wastewater residuals from the City
of Statesville (City). Apparently, the City has requested that the permit be issued in Bio Gro's
name even though the City is the generator of the residuals. Issuance of a land application permit
to someone other than the residuals generator is inconsistent with all of the other land application
permits issued throughout this region. As the contractor, Bio Gro will have little control over the
actual generation and consistency of the residuals, which may prove to be a hindrance should
future compliance problems occur. For this reason, it is recommended -that Bio Gro be advised
that the permit must be issued to the City.
The proposed sites appear to be generally well suited as a receiver for residuals disposal.
The majority of the sites are well buffered from nearby residences and are limited only by
topographic constraints. Soils found on the sites are generally deep and well drained. No
restrictive horizons were found that may limit movement of the residuals' into the soil profile.

VFV
Page Three
Pending a final technical review and approval by the NDPU, it is recommended that a
land application permit be issued to the City of Statesville.
r
,Signature of R ' rt Preparer
h:\ndsr\ndsr99\statvlle.sr
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Date
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l z 7 ��
Date
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DIVISION OF WATER QUALITY
GROUNDWATER SECTION
January 27, 1999
MEMORANDUM
To: Kim Colson
L
Through: Bob Cheek
From: David Goodrich I
Subject: Wheelabrator Water Technology, Inc.
Land Application of Residuals
Alexander County
WQ0016247/GW98194
(J.R. Joshi: DEM SERG Review Engineer)
The Groundwater Section is in receipt of the subject application to apply wastewater
residuals onto approximately 417.3 applicable acres of farmland in Alexander County. The
residuals will be generated by the treatment of industrial wastewater and domestic wastewater
at the Third Creek Wastewater Treatment Plant and the Fourth Creek Wastewater Treatment
Plant. The residuals will be applied onto sixteen fields consisting of Field NC AL9-1 (29.3
applicable acres owned by S & B Sprinkle (see Figures 1 and 2)) , Field NC AL9-2 (32.6
applicable acres owned by Boone Icenhour (see Figures 1 and 2)), Field NC AL9-3 (14.4
applicable acres owned by Boon Icenhour (see Figures 1 and 2)), Field NC AL9-4 (11.8
applicable acres owned by Harold Brinkley (see Figures 1 and 3), Field NC AL9-5 (6.7
applicable acres owned by Harold Brinkley (see Figures 4 and 5)), Field NC AL9-6 (18.6
applicable acres owned by Harold Brinkley (see Figures 4 and 5)), Field NC AL9-7 (13.8
applicable acres owned by Boone Icenhour (see Figures 6 and 7)), Field NC AL9-8 (42.8
applicable acres owned by Boone Icenhour (see Figures 6 and 7)), Field NC AL9-9 (23.7
applicable acres owned by Boone Icenhour (see Figures 8 and 9)), Field NC AL9-10 (24.9
applicable acres owned by Boone Icenhour (see Figures 10 and 11)), Field NC AL9-11 (16.0
applicable acres owned by Boone Icenhour (see Figures 10 and 11)), Field NC AL10-1 (11.1
applicable acres owned by Van Houston (see Figures 12 and 13)), Field NC AL11-1 (24.8
applicable acres owned by David Mecimore (see Figures 14 and 15)), Field NC AL11-2 (87.3
applicable acres owned by David Mecimore (see Figures 14 and 15)), Field NC AL11-3 (13.7
applicable acres owned by David Mecimore (see Figures 14 and 16)), and Field NC AL11-4
(49.4 applicable acres owned by David Mecimore (see Figures 17 and 18)).
A soils investigation was performed by a soil scientist to assess the suitability of these
1

FIV
fields for accepting the land application of residuals. The investigation included the performance
of soil borings to saprolite and an examination of the soil profiles for many of the application
fields. The soil profiles showed no evidence of seasonal high water table conditions above the
saprolite, which was found at depths ranging from 11 to 42 inches below the surface of the
ground. The soil scientist concluded that all sixteen of the fields were capable of handling the
application of residuals, based on this information and other information taken from soils maps,
soils publications and topographic maps.
The Groundwater Section has reviewed the subject permit application and recommends issuance
of the permit with the following conditions:
1. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
2. No land application of waste activities shall be undertaken 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 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is 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 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.
If there are any questions please let me know.
cc: Barbara Christian
Permit Files
--WHEELABR--
E

VFV
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WHEELABRATOR WATER TECHNOLOGIES
NC-AL9-1 2 3, LAND APPLICATION OF RESIDUALS
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WQ0016247/GW98194
Site Map Scale
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Blo Gro Division
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Topographic Map S, SITE LOCATION MAP FOR SITES
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VpV
Wheelabrator Water Technologies Inc.
Blo Gro Division
A WMX Technologies Company Tel. 205.664. W
Southern Region Fax [phone]
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Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
Blo Oro Division
A WMX Tedmologim Company N. 205.664.8440
Soto m Regfon fax [phone]
906 Beldw Drhe
Pelham, AL 35124
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FIGURE 6
WHEELABRATOR WATER TECHNOLOGIES
LAND APPLICATION OF RESIDUALS
NC- AL9-7 and 8 ALEXANDER COUNTY
Topographic Map Scz WQ0016247/GW98194
SITE LOCATION MAP FOR SITES
AL9-7 9 R

VFV
Wheelabrator Water Technologies Inc.
Blo Cro Division
A WMX Technologles Company Tel. 205.664.BW
Southern Region Fax 205.VA.7678
908 Belcher Drive
Pelham, AL 35124
1972
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/
A WHEELABRATOR WATER TECHNOLOGIES
LAND APPLICATION OF RESIDUALS
NC- AL9-9 ALEXANDER COUNTY
Wg0016247/GW98194
Topographic Map Scz SITE LOCATION MAP FOR SITE
TT_O—O

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..... .....
. . . . . . . . . . .

Wheelabrator Water Technologies Inc.
Blo Ciro Division
A WMX Technologies company Tel. 205.W.B440
Southern Region Fax 205.6tA.7678
908 Belcher Drive
Pelham, AL 35124
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FIGURE 10
4880C o. -a130." 189 WHEELABRATOR WATER TECHNOLOGIES
LAND APPLICATION OF RESIDUALS
NC- ALEXANDER COUNTY
Topographic Map Scal WQ0016247/GW98194
SITE LOCATION MAP FOR SITES
AL9-10 & 11

FFV
Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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FIGURE 12
TOPOGRAPHIC N WHEELABRATOR WATER TECHNOLOGIES
LAND APPLICATION OF RESIDUALS
ALEXANDER COUNTY
NC- AL10-1 WQ0016247/GW98194
SITE LOCATION MAP FOR SITE
AL10-1

Wheelabrator Water Technologies Inc.
Bic Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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Site Map Scale V :
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FIGURE 13
WHEELABRATOR WATER TECHNOLOGIES
LAND APPLICATION OF RESIDUALS
ALEXANDER COUNTY
WQ0016247/GW98194
SITE DETAIL MAP FOR SITE
nrIn •t

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Blo aro Divislon
A WMX Technologies Company Tel. 2D5.6B4:8440
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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FIGURE 14
WHEELABRATOR WATER TECHNOLOGIES
NC LAND APPLICATION OF RESIDUALS
Topographic Map Sca ALEXANDER COUNTY
WQ0016247/GW98194
SITE LOCATION MAP FOR SITES
ft"'° on 'y"° M. AL 11-1 , 2 & 3

Jtf.

Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Ted=lcgbs CwM Tel. 205.661MO
Smftm Region Fax 205.6R7M
908 Belcher DM
Pelham, AL 35124
•f�
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FIGURE 17
NC-AL11-4 WHEELABRATOR WATER TECHNOLOGIES
LAND APPLICATION OF RESIDUALS
Topographic Map Scal ALEXANDER COUNTY
•; WQ0016247/GW98194
SITE LOCATION MAP FOR SITE
AL11-4

GROUNDWATER SECTION I L C C�� �n 98
J _ p DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION! REVIEW
REVIEW BY or
,77
FACILITY NAME
LOCATION /3aph
DATE
FIELD INVESTIGATION? (Y/N)
_ . /Vs
Leo �.c._..,.F
TYPE OF DISPOSAL SYSTEM (LAGOON, EDESIGN CAP. (GP
D Y /� "' �Z
DESCRIPTION OF FACILITY
SIZE OF IMPOUNDMENT (FT. SQ.) &/OR SIZE OF APPLICATION AREA 1// 7. 3 h�f -4 c rGS
WASTE SOURCE: MUN. SLUDGE- MUN. W. WATER: PRIMARY SECONDARY TERTIARY
IND. SLUDGE —IND. WELL WATER —OTHERS:
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM >/tea FT., WELFT.
FOR WELL: TYPE OF USE �` EPTH t��3�o���i PUMP RATE (EST.)
WHAT DESIGN CONDITIONS WILL DUCE/,IA1C EAST= CHANCE OF GW CONTAMINATION:
6
WHAT NATURAL SITE CONDITIONS WILL REDUCE/INCREASE CHANCE OF GW CONTAMINATION:
A
DEPTH TO: BEDROCK > aR FT., SEASONAL HIGH W.T. > 3 FT., ANNUAL W.T. FLUX FT,
SURFICIAL AQUIFER BEDROCK/ARTESIAN AQUIFER
GEN. LITHOLOGY
❑ ASURED M RED
HYD.COND.�FTJDAY STIMATED �JDAY E-EWS
TIMATED
THICKNESS FT.
NO. OF MONITER WELLS: PROPOSED: UP D DOWN ; EXISTING: UP DOWN
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION= -
T 1 2 3 4 5 6
SiTE GRADE (HYDROGEOL) = SITUATION GRADE=
PROPOSED SAMPLING SCHEDULE & PARAMETER(S):
6A . 6B
HAVE THERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES NO
HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES NO DATE OF ACTION:
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN:
REMARKS/ RECOMMENDATIONS (Continue on reverse, it necessary):
V
G'N-48 Revised 04194 HYD. REGIONAL SUPERVISOR

Field#
Boring #
Date
Depth
Color
Texture
Depth to
Bedrock
Seasonal High
water Table
AL11-1
1
1-21-99
0-6
7.5YR-brown 4/4
sandy loam
------ -
----- ------
6-12
2.5YR Red 4/6
sandy loam
-----------
------------
Fine flakes of
mica
12-36
2.5YR Red 4/6
clay
----------
----------
36-48
2.5YRRed 4/8
clay loam
--------
------------
Key to Boring Log
Symbols:
= Not Encountered
Wheelabrator Water Technologies Inc.
Bio Gro Division

r
31
sassafras, eastern-redcedar, greenbrier, honeysuckle,
wild grape, poison ivy, and blackberry.
The slope, the depth to .bedrock, and rock fragments
in the surface layer are the main limitations affecting
timber production. The slope increases the hazard of
erosion and limits the use of equipment. Extreme
caution is needed when vehicles are operated on
slopes of more than. 25 percent. On slopes of more than
25 percent, extensive grading is needed to establish
roads and trails. Logging roads and skid trails should be
designed on the contour. Water bars help to break the
flow of water along roads. In exposed areas applying
lime and fertilizer and seeding help to control erosion.
Because of the depth to bedrock, the windthrow hazard
is moderate, particularly for pine and other trees that
have a taproot. Thinning should be held to a minimum,
or the stand should not be thinned at all. A plan for the
periodic removal of windthrown trees is advisable. Rock
fragments in the soil limit the amount of water available
for plant growth and increase the seedling mortality
rate. Reinforcement planting may be needed.
This soil is unsuited to cultivated crops. The slope,
droughtiness, the content and size of the rock
fragments, and the hazard of erosion are the main
management concerns.
This soil is unsuited to pasture and hay. The slope,
the content and size of the rock fragments, and
droughtiness are the main limitations. The slope
increases the hazard of erosion and limits the use of
equipment. Rock fragments and the depth to bedrock
limit the amount of water available for plant growth.
This soil is unsuited to most urban uses. The depth
to bedrock, the content and size of rock fragments, and
the slope are the main limitations. The depth to bedrock
and rock fragments affect the ease of digging, -filling,
and compacting.'The'y should be carefully examined. at
coristru,pjion6s1jes. Areas that have a steep slope
re juire.extensive cutting and filling and detailed site
planning. -
The capability subclass is Vlls. Based on chestnut
oak as the indicator species, the woodland ordination
symbol is 3R.
MaB2—Masada sandy clay loam, 2 to 8 percent
slopes, eroded. This very deep, well drained, gently
sloping soil is on high stream terraces along many of
the larger streams in the Piedmont. Most areas are
somewhat elongated and range from 4. to about 30
acres in size.
Typicaflyi-the surface layer is yellowish red sandy
clay loam about 8 inches thick. The subsoil extends to a
depth of 45. inches. The upper part is red clay, and the
lower part is yellowish red clay loam. The next layer to
a depth of 60 inches is strong;bfown loam. In some

To: Permits and Engineering Unit
Water Quality Section
Attention: J. R. Joshi
SOC PRIORITY PROJECT: No
Date: January 27, 1999
SLUDGE DISPOSAL STAFF REPORT AND RECOMMENDATION
County: Alexander
MRO No.: 98-101
Permit No. WQ0016247
PART I - GENERAL INFORMATION
1. Facility and Address: City of Statesville Land Application of Residuals
Post Office Box 1111
Statesville, N.C. 28677
2. Date of Investigation: January 21, 1999
3. Report Prepared By: Michael L. Parker, Environ. Engr. H
4. Persons Contacted and Telephone Number: Mr. Robert Hamilton, Ms. Dee Browder, Bio
Gro, [phone] (Ms. Browder).
5. Directions to Site(s): Directions to all the sites can be found,in the report submitted by
Bio Gro.
6. USGS Coordinates for all disposal site(s) unless provided by applicant: Provided by the
applicant.
USGS Quad No. of proposed site(s) unless provided by applicant: Provided by the
applicant.
1
7. Size of proposed residuals disposal site(s): 482 acres are included in this application for
approval.
8. Topography (including relationship to 100 year flood plain): Several of the proposed sites
have moderate to heavy topography (slopes). As a result of the site investigation, portions
of the following field have had additional buffers added to avoid slopes greater than 10%:
NC AL 9-2. NC AL 9-3, NC AL 9-7, & NC AL 9-9. Those portions of the proposed sites
that are located within the 100 year flood plain will be required to follow the Division's
current guidance concerning flood plain application.
9. Any buffer conflicts with location of nearest dwelling and water supply well? No.

Page Two
10. Watershed Stream Basin Information:
a. Watershed Classification: Class C for all sites.
b. River Basin and Subbasin No.: Yadkin 030706/Catawba 030832
Distance to surface water from disposal sites: Varies depending on the site.
PART II - DESCRIPTION OF RESIDUALS
1. a. Residuals: 2029 dry tons per year.
b. Pretreatment Program (POTWs only): Statesville has an approved pretreatment
program.
2. Residuals handling and utilization/disposal scheme:
a. Residuals Stabilization: PSRP
PART III - OTHER PERTINENT INFORMATION
1. Special monitoring requests: None at this time.
2. Important SOC/JOC or Compliance Schedule Dates: N/A
Air Quality and/or Groundwater concerns or hazardous materials utilized at this facility
that may impact water quality, air quality, or groundwater? There are no AQ concerns
nor are the residuals expected to have constituents present in quantities that are
considered hazardous. GW comments are necessary prior to the issuance of this permit
PART IV - EVALUATION AND RECOMMENDATIONS
Wheelabrator Water Technologies, Inc., Bio Gro Division (Bio Gro) has requested
issuance of a non -discharge permit for the land application of wastewater residuals from the City
of Statesville (City). Apparently, the City has requested that the permit be issued in Bio Gro's
name even though the City is the generator of the residuals. Issuance of a land application permit
to someone other than the residuals generator is inconsistent with all of the other land application
permits issued throughout this region. As the contractor, Bio Gro will have little control over the
actual generation and consistency of the residuals, which may prove to be a hindrance should
future compliance problems occur. For this reason, it is recommended that Bio Gro be advised
that the permit must be issued to the City.
The proposed sites appear to be generally well suited as a receiver for residuals disposal.
The majority of the sites are well buffered from nearby residences and are limited only by
topographic constraints. Soils found on the sites are generally deep and well drained. No
restrictive horizons were found that may limit movement of the residuals into the soil profile.

Page Three
Pending a final technical review and approval by the NDPU, it is recommended that a
land application permit be issued to the City of Statesville.
,Signature of R rt Preparer
h An dsr\n dsr99\statvlle.sr
�/- z7- 9%
Date
49,51
Date

State of North Carolina
Department of Environment
and Natural Resources Alf;
Division of Water Quality
,OPN-% OWEN%
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director Ni!DENR.
NORTH CAROLINA DEPARTMWJ.9fo,. (i
ENVIRONMENT AND Nta'2U��RAL&RE502URCES^?�A�;;yi,
December 16, 1998
Mr. Larry Bunting, Vice President pr 1993
Wheelabrator Water Technologies Inc.
908 Belcher Drive
Pelham, Alabama 35124nl
Subject: Application No. WQ0016247
Bio Gro Division
Land Application
Alexander County
Dear Mr. Bunting:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 14, 1998. This application has been assigned the number listed above.
Your project has been assigned to Mr. J. R. Joshi for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional information.
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 Mr. J. R. Joshi at 919/733-5083 ext. 363 .If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Sincerely,
XA"J� ?U1
A -Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Mooresville Regional Office, Water Quality
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

P
wneeiaorator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company
— Southern Region
908 Belcher Drive
Pelham, AL 35124
December 12, 1998
A4r. Kim Colston
Tel. [phone]
Fax [phone]
North Carolina Department of Environment and Natural Resources
Division of Water Quality
P O Box 29535
Raleigh, NC 27626
RE: Bio Gro's Request for Land Application Sites for Statesville NC
Dear Mr. Colston:
D
�lon.Dlscl�arge Permuting
-24
Y9 05
zmu
Enclosed is the request for the additional land application sites for Statesville. As you know, the
City of Statesville has asked that the permit for the application of Class B biosolids be held in Bio
Gro's name. Although this is not a normal practice for your office, we are inquiring on behalf of
our client as to how the land application permit may be assigned to Bio Gro. Because of Bio
Gro's extensive checklist and record keeping practices we believe that all necessary iriformation
regarding regulatory compliance is maintained fully and accurately by Bio Gro on behalf of our
contracted clients. We have always realized that although we do not hold permits in North
Carolina we are fully committed to our clients compliance with North Carolina rules and
regulations. Our buisness depends on sucessful land application. We realize that compliance
insures the industries long term viability.
Bio Gro has been working with land application programs in North Carolina since 1980 and is
very familiar with North Carolina practices, procedures, and programs regarding the land
application of biosolids. We have worked with our North Carolina clients for many years, seeing
them through initial permitting, renewals, regulatory changes (state and federal), and many other
agricultural and public relations issues. Bio Gro does not believe that any issues that arise are the
permittee's problem. We are in the business and will continue to the -one of the largest land
application contractors in the United States because we are totally committedenvironmental
envi compliance and good management practices.
Printed on rec led p7per

Page 2
Mr. Kim Colston
December 12, 1998
Bio Gro has many tracking and quaiidy"control procedures in place to insure that we maintain
compliance with both federal and state requirements. All staff has been trained and certified in
North Carolina as Land Application Operators. Again, we are as per contract with many of our
clients maintaining all compliance record keeping on their behalf. We will maintain all records for
the City of Statesville in a complete, complaint, and orderly fashion. Please let me know of any
additional information you may need to evaluated issuance of this permit to Bio Gro. I may be
contacted at 704.528.0907.
Technical Services Coordinator
cc. Renee Parkman, City of Statesville
John Scaduto, Bio Gro
Jeff Faust, Bio Gro

Table of Contents
SECTION 1.0 PERMIT APPLICATION FORM
Site Life Evaluations
Section 2.0 TESTING RESULTS
TCLP
Biosolids
SECTION 3.0 SITE SPECIFIC INFORMATION
Owners and Addresses
Request and Consent Forms
Site Summary Sheet
Field Data Sheet
Vicinity Map
Site Map
Topographic Map
Soils Map
Flood Plain Map
Soils Analysis
Soil Scientist Report
SECTION 4.0 PROGRAM MANAGEMENT PLAN
Geographical Area Covered by Plan
Site Selection Criteria
Site Management
Agronomist Report
SECTION 5.0 PLANT TREATMENT INFORMATION

State of North Carolina
Department of Environment, Health and Natural Resources , 1� ID
Division of Environmental Management �R�U-N
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF OTHER RESIDUAL SOLIDS
This application is intended for facilities which are EXEMPT from 40 CFR Part 503
I. GENERAL INFORMATION
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Wheelabrator Water Technologies Inc. / Bio Gro Division
Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and its
compliance):
Larry Bunting / Vice President / General Manager
3. Mailing address: 908 Belcher Drive
City: I elham State: Alabama Vip: P5124
Telephone: I( I 205 b 1664 - 8440
4. Application Date: December 5 , 1998
5. IFee Submitted: I$ I I[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:
6. 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: I 482.41acres; total (current and proposed): I 482.4 lacres
9. County(ies) where residuals will be land applied: Alexander
II. PERMIT INFORMATION
1. Application No. (will be completed by DEM):
Specify whether project is: I X I new; I I renewal *; I I modification
* For renewals, complete all sections included in the application, in addition, please submit
for the ten (10) pollutants and updated owner's agreement for each site.
3. If this ap
Number
cumulative loadings
)lication is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
Iand its issue date I
FORM: LAORS 02/95 Page 1 of 18

III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. (Name of facility where residuals are generated or prepared: Third Creek WWTP / Fourth Creek WWTP
2. Facility permit number: NC0020591 facility permit holder: City of Statesville
NC0031836
Specify whether facility in Section III.1 is owned by: _ federal; _ private; _state; X local government.
4. ISpecify facility design flow: 14/6 IMGD; facility average daily flow:( 2.0/2.7 IMGD;
Type of residual storage: Covered and uncovered concrete storage pad
Volume of residual storage: 90 day
Length of residuals storage at facility: 180 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: I W days.
Estimated volume of residuals: 972.9/1055.7 (dry tons/yr.);
Are there any other storage facilities, other than the above, currently on site: _Yes; X No.
If Yes, please identify:
6. �acility contact (person familiar with residuals preparation):( Rennee Parkman/Ass. Director
7. (Facility contact's telephone number: I( 704 ) 1878 - 3438
8. (Location of treatment facility:I693 Bell Farm Road (State I NC 28625 (County: Iredell
9. Mailing address: I P.O. Box 1111
Statesville, NC 28687
10. atitude: IF 1 -N3545
F2 - N3537.5
W 8045 / 7.5
XX8045 / 7.5
11. Specify the source of the residuals: _ treatment of water (alum sludges);_treatment of industrial wastewater
(100% industrial residuals); X treatment of industrial wastewater mixed with domestic wastewater (please specify
appropriate percentages of _% industrial wastewater, _ % domestic wastewater);
other (explain) : I th 20%Ind. / 8%Dom. 3rd 60% Ind. 40% Dom.
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. ** SEE SECTION 5
12. Does the facility which generates the residuals have an approved pretreatment program? X Yes;_ 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).
FORM: LAORS 02/95 Page 2 of 18

IV. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
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.
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
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 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.
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.
Cadmium
Aluminum
pH
Cooper
Ammonia -Nitrogen
Phosphorus
Lead
Calcium
Potassium
Nickel
Magnesium
Sodium
Zinc
Nitrate -Nitrite Nitrogen TKN
% Total Solids
Plant available Nitrogen (by calculation)
FORM: LAORS 02/95
Page 3 of 18

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
Cadmium
85
16.0
23.0
Copper
4300
548.0
606.0
Lead
840
263.0
75.0
Nickel
420
55.0
48.0
Zinc
7500
761.0
601.0
V. PATHOGEN REDUCTION INFORMATION (attach additional pages for additional sources of residuals):
In accordance with 15A NCAC 2H. 0200 pathogen reduction can be achieved using either 40 CFR Part 257 or 40 CFR Part 503.
Since the pathogen reduction requirements found in 40 CFR Part 257 (note, "Processes to Significantly Reduce Pathogens" or
PSRP) are incorporated into 40 CFR Part 503, only Part 503 is listed below. Please check which of the following applies to the
subject residual:
100 % Industrial Residuals with no domestic contribution ( Skip this section, proceed to Section VI ):
Residuals from the treatment of water (Alum Sludges) with no domestic contribution ( Skip this section, proceed to
Section VI )
_ Residuals from animal processing plants ( if the residuals are being injected into the soil, please explain the process and
the equipment used, skip this section and proceed to Section VI).
Industrial residuals with domestic contribution
In accordance with 40 CFR Part 503, a residual can not be land applied if it does not meet one of the following
alternatives for Class B pathogen reduction.
a Please specify a, bl, b2, W, b4, b5 ore 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.
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.
FORM: LAORS 02/95 Page 4 of 18

VI. RESIDUALS TRANSPORT AND APPLICATION:
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)? Leakproof trailers
2. What type of equipment will be utilized for land application? Biosolds cake spreader
3. How will the application of the residual be controlled to ensure that there is proper distribution over the site?
Calabration of equipment
4. Will the land applicatio operation utilize a contractor who specialized in Residuals Management or will the permittee
manage the program? 7a Contractor; X Permittee. If a contractor is utilized, provide the name of the firm, a
Contact, address, and telephone number: Wheelabrator Water Technologies IncBio Gro Div. [phone]
908 Belcher Drive
Pelham, Alabama 35124
VI1. 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.]:
Site No.
County
Owner/Lessee
Application Area [acres]
(Excluding buffers)
Maximum Slope
(in percent)
AL 9 - 1
Alexander
Sprinkle
29.3
5%
AL 9 - 2,3
Alexander
Boone
47
3%
AL 9 - 4,5,6
Alexander
Brinkley
37.1
5%
AL 9 - 7,8,9,10,11
Alexander
Boone
121.2
5%
TOTAL
234.6
AL 10
Alexander
Icenhour
11.1
7%
AL 11
Alexander
Mecimore
171.6
10%
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.).
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:
FORM: LAORS 02/95 Page 5 of 18

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.
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 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.
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 includes):
And the following Pollutants
PH Phosphorus
Acidity Calcium
Magnesium Zinc
% Humic Matter Sodium
Base Saturation (by calculation)
Cadmium Lead
Potassium
Manganese
Copper
Cation Exchange Capacity
Nickel
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.
VI. 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.
FORM: LAORS 02/95 Page 6 of 18

�. riease expiam now access ro me Tana appncauon sixes, oy oom people ana ammais, win oo Lounuuucu iuuuwwr, LUC
application of residuals: I The land is privately held and is under strict access control
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): I Buffers wilrbe is a Ed prior to operation
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 Larry Bunting / Vice President/General Manager attest that this application for City of Statesville
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: LAORS 02/95 Page 7 of 18

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.
�. Is a general location map included?
YES I X I or NO I
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 I X I or NO I
3. Is a vicinity map enclosed which clearly indicates the project's location with respect to
State roads and named Surface waters?
YES I X I or NO I
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 I X I or NO I
�. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES I X I or NO I
6. Is the Crop Management Plan included in the application package?
YES I X I or NO I
7. Has the Land Owner's agreement been completed and signed?
YES I X JorN01
8. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
New Applications, Modifications or Late Renewals $400.00
Timely Renewals without Modifications $250.00
YES I X I or NO I
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be
included as a part of the application package.
FORM: LAORS 02/95 Page 8 of 18

198
Sort-28-98 03:06P Robert Hamilton - Bia srop 29u ® save P' 04��7 r, . A%V
This form roust be completed by the appropriate Regional OfQce and Included With the
submission bf the application package.
ASTRUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land application activities wal be
toasted, you are required to submit this form, with items l through a completed. to the appropriate Division of
EnvironroenW Management RegioniMaur Qvali` Supervisor (sec artarlr.d listing). At anDirtittluro, You most
inchMo an 9.5' by 11 ~ copy of the portion of a 7.minute VSGS Topographic Map which shows the sub*,
surficc waters-. You must Wentily Wa 10cation of the facility and the clove( downslope suffice waves (waters. for
which you ue requesting the classification) on the submined map copy. The application may not be
submitted until this form is Completed and Included with the itsbmIttal,
7 . Applcant (please specify the
6.
7.
1.
eotpontion, individual. or other ):
(milt
4n
l;aree and Complete Address of Applicant:
City:.�.n State: L Zip:
Telephone .Number~ (�0
Isrojr�t Dante: s j.
yolt:mc of residuals to be land applied: ttry tons per yar j
N&M of Closest surfaCewateti: �'�&nge,�
C�tancy(s) M•herc land tgplicasion Site is ltlCttei9: ������ r
N' up flame and date - //01 /V ill ►
Appbcamt.Sigasture:
TO: REGIONAL IVATER QUALITY SUPERVISOR
Please provide rte with the. classification of the watershed where thasc land application utivities wiU occur;.
as identified or, the attxhed*..Map segment:
Name of surface water=:
OWificidOn (as established by the Enviroamenul Management Comiuission):
Proposed Cfassifrcztion, if tipplkable:
Signature of 'tgiona 'orfice'persoracl:
I
FORM;. LARS ,06194 Page 9 of JS
IO"d ZOSB-ZEL-VOL Oaq OLS - U041-LWVM 740c]011 d9Z=E0 86-tp0-Dar]

Y _ Sep-28-98 03:o5F Robert Ham' tton - P 29c�98 mac :57 P.03/07
r.�
ibis form must be completed by the appropriate Regional 0Mce and included Rith the
submission of the application package.
NST'RUCTIONS TO APPLICANT
In order to determine the classification of the watershed in which these land appbCation activities will be
tocMd, you arc rcQuired to submit this raga, with iVA& I through 8 CoMpleted. to the appropeiaZ Division of
StMM uaental Management Regional•WrAr Qua ry S�pcevbor (see attached listing). At a mWmnat, you must
include to 8.5' by I i copy of the portion of a 7.5 minute USGS Topo=raphic Ifaa which Shows the Subjost
wrfaa. wsttta. You must tdentitr tht; location of tht: facility, attd the elotest downslope Surface waters (water for
which you are requesting the classification) on the submitted reap copy. The application may not be
submitted until this form is completed and included with the submittal,
I - AppiCmt (please specify the
2. fiasco and. Complete Address of
ic�ity, corporation, individual, or other):
a>.t�•'/!I!1lL�F.al�1',T�L�19.1r'�'7�i ,.
r
r
cat: =z d State: Zip:
Telephone Number:,( IQ
3. : Frojxt Naihc: Lt49/77,49 o�r
4 Volunt: of residuals to be laa8 ppycd: _ -07 0 .0 dry tons per year
S. Aamc orctosest Stiefate waters:
6. Cuw!y,%)- wht;fe land sppueation site is located AAW-
9. Mapname.and-dR®e7
t3.. Aprbeam Signature
TO. REGIONAL `'WATER QUALITY SUFE`RVISOR
t
New Provide fine with.the classification of the K•atershed where 0=4! land appiieadon Activities wal occur. {
as idemi6e l or, the. =tnched m:ip segment
Narm of surface waters:
CIASSilicavonUs established by the Environmental Managernem Commission):
Proposed Clusifieati•on. if &Wicable: k
Sipature:of regional office personnel: t4 Ott;: _ 9- I
t.
FORM : LARS OSM Page 9 of is j
li
i
ZO"d 1098-Z£L-VOL O-$9 0�8 - uO-4L�wQH q_AagOb d9Z=£O 86-bO-Da❑

Sep 29 198 9:56 P.02/07
SOP -28-98 03:0IV K0001-t niml I --on - cs .t, L%rtiZ ..�..�
This form must he completed by the appropriate Regional Office and Included with the
subudssfon of the application package.
}�STRUC?'YONS TO APPLICANT
In OT49T to dtmrmine the classification of the watershed In which these land appUcation activities wilt be
loe&W. you are required to submit this fomo. with items 1 throe h S completed,, to the •pproptiate Division of
Environmenud Management Regional -Water QualitySupervisor (we aiumbed listing). At a rmutitmulm, you taunt
inc)ude-an 8.5' by I F copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
surface waists. You must:dentify 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 applicatlov may not be
submitted until this form Is completed and included with the submittal.
1. A
2.
corporuion, individual, or other ):
Telephone Number: ( ) 4,x se 9? a a a
3.. ' Proj-.et Name: 2
: 4.
5.
b_
Volume of residuals to be landapplied: e7 0. D tiny cans per year
Name.of closesCaurfaci wale s:
Conety(s) where land application site is located:
Aisp name and. date: — 4 4r c Ar: ZI A"r 1917A '
6. A pEcant SiPnature:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide. me with the c)assification of the ►+'atershed where these )arid appikation activities wiy'occur,
AS identified on the attached map-segrnent:
Name of surface waters:`/���
Ctastiftcation (as esublished by the l nvir®nmewtal Management commission): C..
Proposed Cltssiftcation, if applicable.
Sipature of regional office personnel: Al 7 Date: --.dip-
FORM. LARS 06194.
1
Page 9 of Is
CO'd JOS8-38L-VOL O.,tq OLS - UO--11- uXRH ':, agOa d9Z:EO 86-VO-Dag

SOP-ZD-96 03:06P Ko®er-t rsams tton - a,u u& 29' 98 �,9:59
Sep 29 '98 10:00
Sep-28-98 03:07P Hooerr- Natmi rLon - o,u ury
P. 06/07
P. 07 i07
This form must Ds completed by the apppropriate Regional OfSee and Included with the
subndsslon of the application package.
NSTRUCTIONS TO APPLICANT
In order to detertnine the classification or the watershed in which these land application activities will be
located, you are required to submit &is form, with items l throe h 8 completed, to eht: appropriate pivWon of
Enviaoruaental Management RegiorW-Water Quality Supmisor 4see attached listing). At a rosirtiraum, you mast
include an 8.S' by 11" Copy of the portion of a 7.5 minute USGS Topographic Map which shows the subject
-surface waters. You mast tderttify tht; location of the facility and the closest downslope $Udam waters (waters for
which you are requesting the classification) on the submitted reap coppy. The application may not be
subwdiied undl Ws forma Is completed and included with the subtttittai.
A t (please spec' ute name f c tautt�lity, corporation, individual, or other ):
:1. Nutt and Complete Address of Applicanr. a ffm ��_
g t � State: - L Zip: - � S It°�
Telephone Number:,( )AL9_.a gf1
=Projxt Name:
.Volume of -residuals tq' lac land applied 10 0 dry tons per year j
Kaioe of closest surface staters:
County(s) where Wid-eppLeadon. site is -located:
.�fap narnc a!Id date: �
Rppticam.Sipature:. j'
TO: REGIONAL AVATER QUALITY SUPERVISOR
Please ptc%idl-rne with the Classification of the watershed where` these land application aeUyhies will occur
a5 itlenti6ed on.titc attached +� aetmcnt:
Name of surface waters:
Classirlat on (as establishid by the :Environmental Mangmtsnt Commission): (f
Propos;d' 015urettion. if applicable001
Ptuature of. etiona) office personnel: 107 Data:
}
FORN4: LAR- 06/9.s P9gv 9 of 18
r
: }
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r
Sop-26-t8 03:00P Robert tiaml7ton - 810 Gr o 2iO4asZ ODUA P 05i07
f'
This form mast be completed by the apppToprlate Regional Office and Included with the
submission -of the application package.
NSTRUCTIONS TO APPLICANT
.in order to determine the classification of the watershed in which these land application activities will be
located, you ua rcquincd to subink this form, with itertas i through S completed, to the appropriate Division of
Envirorrtr®ental Mana jemml, Regional -Water QuW&y Supervisor (see attached Listing). At a tnt:taum, you must
include an gS` by 11' Copy of the portion of a 7.5 minute USGS Topgrsphic Map which shows the subject ti
surface witer3- You roust identity the location of the facility and the closest downslope surface waters (waters for
which You ue regtresting the classification) on the submitted map copy. The application may not be
submitted until this fours is completed and Included with the submittal. g.
corporation, individual, or other ):
Y. Atucx and. Completc Address of Applicant: iiu2 2 Fc;
'Ply Sus: Zip.
Telephone- Number: _(._�Q;�.}_ /ouL le e 9V 4
3 - 'Ores wt. Nam: ' I,
4. Vol wm of.residwis to be 1 applied: ®O dry tons per year
(,
5. parse of closest surface waters: �t_ �r1sn,g6
6. Count (s) whem land a y pplicttti®n site.is.leCatetl:
7. Map Minn and date.
8. AppScarst.Signatpre: 1
TO: REGIONAL WATER QUALITY SUPERVISOR L -
PlCase provide me with .tisc cltSSification of the watershedwhere these ling opplicatitm activities uitl.oceur. f i
U idend5ed or the atuched.rnsp segn+enr- +
Nune of surface waters:
Classifrcalion (as established by the EnviroMmnUd l4vatement Cotfrmission): �>
Proposed 'CitssiGcaiion. 'if spplicible:. f.
r
Signature of rcoonai office personrtel: 7 tom- Datt: - -
42
FORM: LARS .06/44 Pale 9 of l8 i r
(.
SO'd iOS8-Z£L-VOL 0-A9 0L8 - U0qLLLUEH q-AagON d£b=b0 86-b0-::)a0

Sep 29 ' 98 9 = 59 P. 06i 07
Sato-ZB-96 03:06P KoDere. vi&mt ILOIt - cs70 OrZ/ ivy-iv��vrrvr
Tbis form must be completed by the appropriate Regional Office and included with the
•— submisslon of the Application package.
NSTRUCTIONS TO APPLICANT
In order to determine the tiassificatson of the watershed in which these land application activities will be
located, you ue required to submit this form, with items 1 throe h a compkud, tc the appropriale Division of
Enviroame" Management Regional -Water Quality Supervisor (sae attached listin )_ At a tt Wmum, you W=
include an 8_5' by i I" copy of the portion of a 7.S minute USGS Topographic l�iap which shows the subject
surface wateea. You roust identify the location of tht: facility and the closest downslcpt: swfaoa waters (waters for
which you are requesting the classification) on the submitt4d soap copy. The application may not be
submitted until this form is completed and included with the submittal.
1. A
corporation. individual, or other):
i.4v)
2. Nam! and
'city-: 1�2 1 }tarn State: zip:
'Fci;'hone Nwnber: („ ) /L `/ t��1 16
Projxt Name; �
Volrme of residual; to be.isad.apPlied= Q dry toss per year
passe of closest surface waters:
'Catrnty(s`, w•here.land:ppficgtion site is located: 0—
Map name and date:
9. Appbcant Siratum:
TO: REGIONAL `VA7tR QUALITY SUPERVISOR
Please pmvide. me with tht..cla►ssitcation, of the watershed where drat land application activities u-W occur;
as identified on the attached mapsepment.
Name of surface waters:
Classification (as established by the Environmental Ma wlement Cornreission):
Proposed Clusification, if applicable:
Sisnartxe of regional office. personnel: F ail pate: '9g '
FORM: L_ RS 0619s Page 9 of i8
-f 4
90-d IOS13-ZEL-VOL O-AD 0�8 - u04L�uaEH 4,Aag02i dVV:V0 86-VO--aa0

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.
L List the specific residual that is covered by these calculations (place or process of origin)
4TH Creek
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 = * 14.74 * 8.341bs./gallon
100
2,000 lbs./ton
= 1000 Dry Tons 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 = 14.74
(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
.admium
3.39
14.74
= 23
x 0.002
= 0.046
topper
89.32
14.74
= 606
x 0.002
= 1.212
Lead
11.06
14.74
= 75
x 0.002
= 0.152
Nickel
7.07
14.74
= 48
x 0.002
= 0.096
Zinc
88.58
14.74
= 601
x 0.002
= 1.202
Ammonia-N
14.74
14.74
= 100
x 0.002
= 0.2
Calcium
1488.7
14.74
= 10100
x 0.002
= 20.2
Magnesium
501.16
14.74
= 3400
x 0.002
= 6.8
NO,-NO,-N
1.474
14.74
= 10
x 0.002
= 0.02
Phosphorus
3110.1
14.74
= 21100
x 0.002
= 42.2
Potassium
368.50
14.74
= 2500
x 0.002
= 5
Sodium
162.14
14.74
= 1100
x 0.002
= 2.2
TKN
6264.5
14.74
= 42500
x 0.002
= 85
OTHER:
=
x 0.002
=
=
x 0.002
=
=
x 0.002
=
FORM: LAORS 02/95 Page 11 of 18

C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
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 ( 42500 - 100 )] + .5X ( 100 ) + 10
PAN = 12780_ PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH3)] + (NH3) + (NO3-NO2-N)
PAN = [ 30 X ( 42500 - 100 )] + ( 100 ) + 10
PAN = 12820_ PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 1000
Total PAN in pounds = (PAN in mg/kg Dry Weieht) X 2000 Pounds / To
per dry ton 1,000,000
= (PAN in PPM Dry Weight) X 0.002
= 25.64_ Pounds/Dry Ton/Year
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
= 25.64 X 1000
= 25640 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 _ Pounds/Year.
FORM: LAORS 02/95 Page 12 of 18

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
(Division Recommendations)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
(Provide for the Crops Specified)
PAN (lbs./acre/year)
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*
200 = 25640
Minimum acres needed based on most restrictive PAN = 128.2 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/1, to convert: mg/kg X % solids [as a decimal] = mg/1 **)
SAR = Na Milli Equivalent - [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)] 0 ' 5
CONCENTRATION (mg/1) - Equivalent Weight =
SODIUM (Na) 162.14 (mg/1) - 23 = _
CALCIUM (Ca) 1488.74 (mg/1) - 20 = _
MAGNESIUM(Mg 501.16 (mg/1) _ 12 =
SAR = .925
Milli Equivalents of Ion
7.05
74.44
41.76
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.
FORM: LAORS 02/95 Page 13 of 18

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: com
Associated plant available nitrogen (PAN) requirement: 200_ (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 128.2 acres
3. Dry Tons of Residuals to be land applied per year: 1000_ 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 = 7.8
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:
For the purpose of site life determination, the lifetime pollutant loadings shall not exceed the following for the corresponding Cation
Exchange Capacities (CEC). Site life for the site covered by this application shall be determined by using the lowest CEC. The
appropriate column should be
Chosen and applied in the " Allowable Lifetime Pollutant Loadings based on CEC" in the table below:
CEC < 5 CEC 5-15 CEC > 15
Pollutant (lbs / acre) (lbs / acre) (lbs / acre)
Lead 500 1,000 2,000
Zinc 250 500 1,000
Copper 125 250 500
Nickel 125 250 500
Cadmium 4.5 9 18
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
lbs./dry ton of
Projected
Allowable
Residuals to
each
Pounds to be
Lifetime
Site Life
be
pollutant
Applied/Acre
Pollutant
(Years)
Applied per
(as found in
[Year
Loadings
Acre per
Part B
(lbs./acre)
Year
above)
Lead
7.8 *
0.152 =
1.186
36
= 42.68
Zinc
7.8 *
1.202 =
9.38
34
= 318.7
Copper
7.8 *
1.212 =
9.45
2,677
= 25163
Nickel
7.8 *
0.096 =
0.75
1,388
= 1041
Cadmium
7.8 *
0.046 =
0.35
267
= 93.45
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
lead
The Limiting Pollutant is
The Site Life is 42.68 years.
FORM: LAORS 02/95 Page 14 of 18

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.
L. List the specific residual that is covered by these calculations (place or process of origin)
3RD Creek
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 = * 16.63 * 8.34 lbs./gallon
100
2,000 lbs./ton
= 1000 Dry Tons 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 16.63
Solids =
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
'ARAMETER
mg/L
_ % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
= lbs./dry ton
Cadmium
2.66
16.63
= 16
x 0.002
= 0.032
Copper
91.13
16.63
= 548
x 0.002
= 1.096
Lead
43.74
16.63 .
= 263
x 0.002
= 0.526
Nickel
9.15
16.63
= 55
x 0.002
= 0.11
Zinc
126.55
16.63
= 761
x 0.002
= 1.522
Ammonia-N
16.63
16.63
= 100
x 0.002
= 0.2
Calcium
1646.4
16.63
= 9900
x 0.002
= 19.8
Magnesium
848.13
16.63
= 5100
x 0.002
= 10.2
NO,-NO2N
4.66
16.63
= 28
x 0.002
= 0.056
Phosphorus
1829.3
16.63
= 11000
x 0.002
= 22
Potassium
548.79
16.63
= 3300
x 0.002
= 6.6
Sodium
997.8
16.63
= 6000
x 0.002
= 12
TKN
6934.7
16.63
= 41700
x 0.002
= 83.4
OTHER:
=
x 0.002
=
=
x 0.002
=
=
x 0.002
=
FORM: LOARS 02/95 Page 11 of 18

C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
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 ( 41700 - 100 )] + .5X ( 100 ) + 28
PAN = 12558_ PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH3)] + (NH3) + (NO3-NO2-N)
PAN = 30 X ( 41700 - 100 )] + ( 100 ) + 28
PAN = 12608_ PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 1000
Total PAN in pounds = (PAN in mg/kg Dry Weig_ho X 2000 Pounds / Ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) X 0.002
= 25.22_ Pounds/Dry Ton/Year
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
25.22 X 1000
= 25216 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 _ Pounds/Year.
d. Crop information on nitrogen uptake per year
FORM: LAORS 02/95 Page 12 of 18

II
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
(Division Recommendations)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
(Provide for the Crops Specified)
PAN (lbs./acre/year)
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*
200 = 25216
Minimum acres needed based on most restrictive PAN = 126.08 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.
Calculate the Sodium Adsorption Ratio (SAR)
(** 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)]0.5
CONCENTRATION
(mg/1) _
Equivalent Weight
= Milli Equivalents of Ion
SODIUM (Na) 997.8
(mg/1) _
23
= 43.38
CALCIUM (Ca) 1646.4
(mg/1) -
20
= 82.3
MAGNESIUM(Mg 848.13
(mg/1) _
12
= 70.6
4.9
SAR =
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
FORM: LAORS 02/95 Page 13 of 18

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 availablenitrogenPAN)requirement: com
associated plant available nitrogen (PAN) requirement: 200_ (lbs./acre/year)
Minimum acres needed based on most restrictive PAN (as found in C.5 above): 126.8 acres
Dry Tons of Residuals to be land applied per year: 1000_ 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 = 7.89
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)
Explaination:
For the purpose of site life determination, the lifetime pollutant loadings shall not exceed the following for the corresponding Cation
Exchange Capacities (CEC). Site life for the site covered by this application shall be determined by using the lowest CEC. The
appropriate column should be Chosen and applied in the "
Allowable Lifetime Pollutant Loadings based on CEC" in the table below:
CEC < 5 CEC 5-15
CEC > 15
Pollutant (lbs / acre) (lbs / acre)
(lbs / acre)
Lead 500 1,000
2,000
Zinc 250 500
1,000
Copper 125 250
500
fickel 125 250
500
admium 4.5 9
18
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
lbs./dry ton of
Projected
Allowable
Residuals to
each
Pounds to be
Lifetime
Site Life
be
pollutant
Applied/Acre
Pollutant
(Years)
Applied per
(as found in
[Year
Loadings
Acre per
Part B
(lbs./acre)
Year
above)
Lead
7.88 *
0.526 =
4.14
36
= 149.04
Zinc
7.88 *
1.522 =
11.99
34
= 407.7
Copper
7.88 *
1.096 =
8.64
2,677
= 23129
Nickel
7.88 *
0.11 =
0.867
1,388
= 1203
Cadmium
7.88 *
0.032 =
0.252
267
= 67.33
compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
The Limiting cadmium
Pollutant is
The Site Life is 67.33 years.
FORM: LAORS O2/95 Page 14 of 18

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
Permittee: Wheelabrator Water Technologies Inc. / Bio Gro Division
Contact Person: Larry Bunting, Vice President, General Manager
Address of Permittee: 908 Belcher Drive
Pelham, Alabama 35124
List of wastewater residuals to be applied to these lands: City of Statesville
3rd Creek WWTP / 4th Creek WWTP
Site ID Number: _See Site Package)
Field Number: _(See Site Package)
Location of Land to be used for residual application (include map for each site): (See Site Package)
(See Attached Map) Alexander County
Owner of Property used for residual application: (See Site Package)
Lessee of Property (if appropriate):
Land use or cropping patterns: crop / pasture
ntended use or disposition of crops: feed cattle
The undersigned land owner or his representative hereby permits Wheelabrator Water Technologies, Inc. / Bio Gro
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
FORM: LAORS 02/95 Page 15 of 18

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 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: 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
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:
FORM: LAORS 02/95 Page 17 of 18

Land Owner: Boone Icenhour Operator: Jason Payne
Address: 3205 Paul Pane Road Address: 4695 Paul Payne Store Road
Taylorsville, NC 28681 Taylorsville, NC 28681
Phone No.: (828) 632 - 3278 Phone No.: 828 635 6464
Land Owner:
David R. Mecimore
Operator: David Mecimore
Address:
128 Taylorsville MFG.RD.
Address:
Taylorsville, NC 28681
Phone No.:
(828) 632 - 7767 or 4608
Phone No.:
Land Owner:
Harold Brinkley
Operator: Jason Payne
Address:
878 Crouch Road
Address:
Taylorsville, NC 28681
Phone No.:
(828) 632 - 3603
Phone No.:
Land Owner:
Steve Sprinkle
Operator: Jason Payne
Address:
455 White Point Lane
Address:
Taylorsville, NC 28681
Phone No.:
(828) 632 - 8336
Phone No.:
Land Owner: Vance Houston Operator: Owen T Icenhour
Address: 4645 Springs Road Address: 716 Strikeleather Road
Conover, NC 28613 Hiddenite, NC 28636 \
Phone No.: (04) 256 - 5085 Phone No.: 828 585 2963
FORM: LAORS 02/95 Page 18 of 18

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have read this land owner's agmcmwt and do hereby grant permission
pc=aec apple sludge/residualmy lands as specified herein.
L.and Owne
atE
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that ,
personally appeared before me this day and aclo;ou ledged the due eAxecudon of the forgoing instrument.
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LN
• • • • • • • • • • • • . • • Oak• • • • • • •` • �+ • • • • • • • • • • 1 1 • • • • • • • • • • • • • • • • • •
1, bave read Ibis land owner's agreement and do bereby agree to abide by
MZ rula6ci resmcuo-i as specified berrin.
• • • • • • . • • • • 1 • • • • 1 • • • • / • 1 • • • • • • 1 1 • • • • • • • • • • • • • • • • ■
bave read tbts land owner's grtement and do bereby agree to abide by
the sopulaUor, and restncuo-_ as specified bertin.
WE
ate
FORM: LARS 06/94 Pave IS of 18

*** t* t t t•• r t r t t t r t t t r t t•• t r t r• t+ t t t• r t t•* r•* r r• r t r t r• t t t
— A / "-e r 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.
ZL
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undetsianed-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 7 f , 19
My commission Ex i a-' a
U
HY
SEAL: '\ s
0i
° NoTAR y O
tttt�•o � '
AV S L%G
G
CN CO •
t*• t• t r t t i-r*r L"'t t t t� �t t t t t t r t t t t • r t t t t t t t r t t r t r t t r t t t t r..
have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Lessee
...,.. t e ll •• t t t t t• t t t t■ t t t... .....t t e t e. t t t• t t t t t t t t t
V/ have read this land owner's agreement and d hereby agree to abide by
the stipulations and resLnctia: s as specified herein.
ate
FORM: L.ARS 06194 Pave IS of 18

0
Nov-03-98 04:11P Robert Hamilton - Bio Gvo 704-732-8501
P_02
• • • • • • • • • s • • s • • f s • f f • • • • • • • • • s f • • • • • • • • • • s f • ■ • • • • • • • • • • •
�rf-ytr� •'�C�..C..L/S�OL41- L1 have read this Lind owner's agrczmeat and do hereby gram permissioo
c Pc=aec to apple sludre/residual tD my hods as specified berein.
OJ—!!!V-4 9'
Land Owner
-06
ale
NORTH CAROLINA, COUNTY,
1, the undersigned Notar} Public, do hereby certify that 4e4nnrz,
personally app_ared before me this day and acknowledged the due execution of the forgoing irutrvmenL
W FTNI S S my hand and official seal this day of , 19
My commission Expire
SEAL:
• • • • • • • • • • • ■ • • ■ • see IS f • • t • • • \ • • • • ■ • ♦ f f • f • • • f ■ ■ • \ • • • f • • • \
1.L bave read ibis land w4mer's agreement and do bereby agree to abide bv
u;c supulauons and resvicuor, as spec rLod bertin
2�`�
1_,eSSee
4L� -
D aie
1 — bave read ibis land owIne e b)
the sopulauors and restncuc%--- as specified bercin. ._T_
FORM: L-%RS 06/94
(71�
Date
Pane 18 of 18

Nov-03-98 04:11P Robert Hamilton - Bio Gvo 704-732-8501
N_U3
• • • • • • • t • • • • f • • • • • • • • • f • • f • • • • • • • • • • • • • f f • • • • • • • • • • • • • • •
have read ibis land owner's agt=eat and do bereby grant permission
pc=aacc apple sludtehesidual my laDds as specified herein.
d Owne
a�
NORTH CAROLINA, ZCOUNTY,
I, the undersigned Notar} Public, do hereby certify that ,
personally appeared before me this day and aclmowledged the due execution of the forgoing instrument.
«'FT'T\-ESS rub- hand and ofriciaJ seal this day o 2, 19
PUBLIC
My commissio:l )expires
SEAL:
MM
F- 64�
O. .n
�. 140TT ARy
sow ; .
A�B09 ;.
�LN CO•GI -
l_ have read this land owner's agreemem and do bereb% agree to abide by
L pulauo resvicuo-; as specified bertin. ,
. • • • • • • • • • • • t ■ a • a ■ • a • a • a • s a • • • • • • a • a • • a • t • • • • • • • t • • • • • • .
the sopulaucr-s and restncuo-: as specified berein.
bave read ibis Land ow•ner's,#greemew and do bereby agree, to abide b)
d�
errs i
IZ�S l
Dare
FORM: LARS 06/94 Pane I8 of 18

0
Nov-03-98 04:11P Robert Hamilton — Bio Gvo 704-732-8501 P_04
have read this land owner's age®eat and do hereby grant peWoo
Pcraunec to apply4�css tD my lands as specified herein. L/
Land Owner
M.
NORTH CAROLINA, OUNTY,
1. the undersigned Notar} Public, do hereby certify that
personally, appeared before me this day and aclmowledged the due execution of the forgoing instrument
FTT-ESS my hand and offtciaJ seal this day of 19 7
v-
l\07ARY PLBLiC
.\I), commission Expire I
SEAL:
�.
i
•
.�G.```.
uiun+�
W., :..
1 lv� bave read Ibis land owner's agrecmtnt ar.d do bereby agree to abide b�
tfc rulauons and rest-ic rs as specified bcrtin
A.01VA
ee
Date
. . / 1 • • • • 1 . 1 • / • • • • • • • • • • • • • • • • 1 it • • • • • • • • • • • • • • • • • • • • • • f • •
the sopulauors znd restncuo— as specified bertin
bave read this Iand ow•ner,4 agreement and d"ereby agree tp abid bj
Peter � /
Date
FOR' l: LARS 06!94 Pane IS of 18

Nov-03-98 04:12P Robert Hamilton — Bio Gvo 704-732-8501 P.05
• , • • • • • • ■ f • to fag to • f • f f • • f f f • f • • f f f • f f • posts • f • • • • • • • • •
- - n- e, o � have read this Land owns s agreement and do bereby grant permiss,00
Pertruaer to apple sludce/resjduat to my Lands as specified herein.
4-,.f a�
Land Owner
01
Date
NORTH CAROLINA,. COUNTY,
], the undersigned Noia-y Public, do hereby certify that
personal]?, appeared before me this day and acLnowledged the due execution of the forgoing instrument_
%VFF -ESS my hand and official sea.! this day of Zj, , 19
My commission Expires \ - t: v
SEAL:
Mai".
. • . . . • . . . • , , , . • • sea • • • • • • f • • • • • • ■ • • • f • • • • . ♦ • • • • • • •
1. bave read Ibis land owner's agsem.e_aa�nd do bereby agree to abide by
t-c surulabons and resvicuor i as spectLed bertin
Iz
Lessee
Date
• Dill , • • • , • • • • f • • • f f • • f • • f slopes f • • • f • • • • • too fell • • ■
bave read this Ind ow-ne agreement and ereby agree cg abidc b)
o
tflc sopulaucrus znd restncu-: as specified bertin. /J
FORS: LARS 06/94 Page ]8 of 18

N0V—U�—yt3 U4:IZV rcooerm "ami tton — Bio tiro /U4—/.:Sz—ts5U1 N_U(6
Y
t t t ! • • t t • • • • t • f e r r ► e • r t ! e • • ► ! ! t ! \ ! ! t t f • f • • • • • r r ! t e • • • • • f
t� have read this land owner's agreement and do hereby grant permission
to the Permiaee to apply sludge/residual to my lands as specified herein.
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undersi aned- N
otary Public, do hereby certify that �i,s.2•+,� / �^ ���
personally appeared before me this day and acknowledued the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of 19
,zv
t OTARY PUBLIC ,
My commission Ex i
u
SEAL-
t 4OTAR y
A�B00
.�tN CO• ?�
.t. ! t_'t i t ! ! ! ! ! ! ! t • ! t t t ! t ! ! ! t i ! t t t • • t t t t f . :*
I• t have read this land owner's agreement and do hereby agree to abide by'
the snpulanons and restrictions as specified herein.
Lbc sopulauons and restnctio. s as speed herein.
Lessee
bave read this land
Wi
Date
ttement and dp bereby agree t9 abide by
FOR' 1: LA RS 06/94 Pane IS of 18

RESIDUAL ORGANIC NITROGEN AVAILABLE REPORT
r--=-�jNg-
MINERALIZATION RATES
lst YEAR =
2nd YEAR = T r
3rd YEAR
_
MG KG LBS DT
TKN __417fl0. 83.400
NH3 N 100 0.200
ORG-N' 41600;. 83.200
1st Year Residuals (LBS/DT)
1st Year Org-N = Org-N x 1st Year Min. Rate
= 0.000 lbs/dt
Org-N left after the lst yr = Org-N - 1st Yr Org-N
=83.200 lbs/dt
2nd Year Residuals (LBS/DTl
2nd Year Org-N = Remaining Org-N x 2nd Year Min. Rate
=12.480 lbs/dt
Org-N left after the 2nd yr = Org-N - 1st - 2nd Org-N
=70.720 lbs/dt
3rd Year Residuals (LBS/DT)
3rd Year Org-N = Remaining Org-N x 3rd Year Min. Rate
= 5.658 lbs/dt
Org-N left after the 3rd yr = Org-N - 1st - 2nd - 3rd Org-N
=65.062 lbs/dt
3RD
Creek

RESIDUAL ORGANIC NITROGEN AVAILABLE REPORT
4TH CR
MINERALIZATION
RATE(S)
1st YEAR =
2nd YEAR =
3rd YEAR
10r50. _ us
MG KG LBS DT
TKN .,2,5:0_ 0;;, 85.000
NH3 N` 100 0.200
ORG N :42400r:' 84.800
1st Year Residuals (LBS/DT)-
1st Year Org-N = Org-N x 1st Year Min. Rate
= 0.000 lbs/dt
Org-N left after the 1st yr = Org-N - 1st Yr Org-N
=84.800 lbs/dt
2nd Year Residuals (LBS/DT)
2nd Year Org-N = Remaining Org-N x 2nd Year Min. Rate
=12.720 lbs/dt
Org-N left after the 2nd yr = Org-N - 1st - 2nd Org-N
=72.080 lbs/dt
3rd Year Residuals (LBS/DT)
3rd Year Org-N = Remaining Org-N x 3rd Year Min. Rate
= 5.766 lbs/dt
Org-N left after the 3rd yr = Org-N - 1st - 2nd - 3rd Org-N
=66.314 lbs/dt

City a1 Statesville 3
DOSAGE RATE EI
.J
LAB REPORT R248-361
PERMIT INFORM/ , . `ETIME
RATES)
PARAMETER
CONCENTRATION
(PPM)
LBS47T
of Sludge
Allowable
bs/ac
Allowable
Input Data for
DT/AC
Plant Available Nitrogen
PAN (Infect)
PAN (surface)3.97
12,
12,558 558
25.216
25.116
_
100 - 200
100 200
7.93
Ammonia Nitrogen %
0.01
P Phosptwnrs
11,0D0
22.000
-
3.98
7.96
Nitrate Nitrogen PPM
28
K Potassiun
3,300
6'6�
Organic Nitrogen %
4.16
Zn Zinc
u r
761
548
1.522
2.4920 cum.
1,637.3
Digestion Factor
Percent Solids
0.3
16.6
As Arsenic
Cd Cadmium
3.3
1.096
0.032
1,335.0 cianm.
33.0 cumin.
1,218.1
GL or CY /Load
Dry Tons Per Load
25
Cr Chromium
Pb Lead
16.0
148.0
0.032
0.296
33.0 cumin.
2,670.0 cumin,
,031.2
1,031.3
9020.3
3.57
Hg Mercury0.850
Mo Molybdenun
263
0.526
0.002
267.0 cu.
14.0 curve.
507.E
8235.3
NI Nickel
24.0
55
0.048
15.0 cLrw.
312.5
Se SeieNurn
2.22
0.110
0.004
373.0 curvn.
89.0 curet.
3,390.9
20045.0
Fomxiee:
TERMS:
Plant Available N = ((f (ppn Org
N)) +(ppm NH -N) +(ppm NO-N))0.002
te Dig Factor
(lit)
v = non voWti zed irralization
NH - N
-
PAN = Plant Available Nitrogen
PlaMAvallabte N = ((f (ppm Ong N)) +v (PPm NH -N) +(Ppm
NO-N))D.002
(Surface)
NOTE: This utilizes EPA Part503.13
Standards
or North
Carolina Standards whichever Is
Parameter (bs/DT) - parameter (ppn) x 0.D02
the most stringent
PLANT AVAILABLE NITROGEN
CROP
PAN Required
DT Sldge/AC Load/AC K
(surface) (surface) #/AC
P
bshacre
CEC < 5
METALS: LIFETIME YEARS BASED ON PAN DT/AC
-
Cd
-
Cu
-
Zn NI
- -
Pb
-
As
Se
Mo
Hg
Cr
Corn (Stage)
Com(Grain)
Fescue/Hay/Pasture
200
160
7.9
6.3
2.2 52.2
1.8 41.8
174.1
139.5
130.3 yr
162.6 yr
153.9 yr
192.1 yr
206.9 yr 428.5 yr
258.2 yr 534.8
64.1 yr
80.1
707.5 yr
2,533.2 yr
39.5 yr
1,040.7 yr
1.139.9 yr
Soybeans
250
200
10.0
8.0
2.8 65.7
2.2
219.0
103.6 yr
122.4 yr
yr
164.5 yr 340.7 yr
yr
51.0 yr
882.9 yr
562.4
3,161.5 yr
2,013.8
49.3 yr
1,298.9 yr
1,422.7 yr
Wheat & Barley
Clover/Alfalfa
100
3.9
52.6
1.1 25.9
175.2
86.5
129.5 yr
262.3 yr
153.0 yr
309.8 yr
205.6 yr 425.8 yr
416.5 862.5
63.7
yr
yr
31.4 yr
827.4 yr
906.2 yr
Beamde Cress
200
220
7.9
8.7
2.2 52.2
2.4
174.1
130.3 yr
153.9 yr
yr yr
206.9 yr 428.5 yr
129.1 yr
64.1 yr
1.423.9 yr
707.5
5,098.5 yr
2,533.2
79.5 yr
2,094.7 yr
2,294.3 yr
57.5
191.6
118.4 yr
139.9. yr
188.0 yr 389.3 yr
58.3 yr
yr
642.8 yr
yr
2,301.E yr
39.5 yr
35.5
1,040.7 yr
1,139.9 yr
yr
945.E yr
1,139.9 yr
DT Skdge/AC Load/AC K
P
CEC < 5
CROP
PAN Requrired
Oft)
(Infect) tNAC
bs/acre
Cd
Cu
METALS: LIFETIME YEARS BASED
ON PAN
DT/AC
-
-
-
Zn NI
- -
Pb
-
As
Se
Mo
Hg
Cr
Corn ((Grain)
Coin (Grain)
Fescue/Hay/Pasture
200
160
250
7.9
6.3
2.2 52.2
1.8 41.5
174.0
138.5
130.4 yr
163.8 yr
154.0 yr
193.5 yr
207.1 yr 428.8 yr
260.1 yr 538.7
64.2 yr
80.6
707.9 yr
2,534.9 yr
39.5 yr
1,041.4 yr
1.140.7 yr
Soybeans
200
9.9
7.9
2.8 65.3
2.2
217.8
104.2 yr
123.0 yr
yr
165.4 yr 342.5 yr
yr
51.3 yr
889.3 yr
565.5
3.184.2 yr
2,024.7
49.6 yr
1,308.2 yr
1,432.9 yr
Wheat& Barley
Clmw/AHalfa
100
4.0
52.3
1.1 26.2
174.2
87.2
130.2 yr
260.0 yr
153.8 yr
307.1
206.8 yr 428.3 yr
412.9
64.1 yr
yr
707.1 yr
yr
2,531.7 yr
31.6 yr
39.5 yr
831.8 yr
1,040.1 yr
911.1 yr
1,139.3
Bermuda Cress
200
220
7.9
8.7
2.2 52.3
174.5
130.0 yr
yr
153.6 yr
yr 855.1 yr
206.4 yr 427.5 yr
128.0 yr
64.0
1,411.6 yr
5,054.6 yr
78.8 yr
2,076.6 yr
yr
2,274.6 yr
2.4 57.6
191.9
118.2 yr
139.6 yr
187.7 yr 388.7 yr
58.2 yr
641.7 yr
2,297.5
1
yyrr
35.8 yr
943.9 yyrr
11,137.3
,033.9 yyrr

City of 6tr(0cviie 4
DOSAGE RAT E E,
LAB REPORT R248-R248-362
PERMIT INFORM/.- _--,_--
ETIME RATES)
PARAMETER
CONCENTRATION
(PPM)
LBSlDT
Allowable
Allowable
Input Data for
--
of Sludgeb
s/ac
DTlAC
Plant Available Nitrogen
PAN (IM,ect)
PAN (surface)
12.830
12,780
25.660
25.560
100 - 200
100 200
3.90
7.79
ArmnoNa Nitrogen %
0.01
P Phosphorus
21,100
42.200
-
3.91
7.82
Nitrate Nitrogen PPM
10
K Potasslun
2,500
S.DDD
Organic Nitrogen %
4.24
Zn Zinc
CopperCu
601
60
1.202
2,492.0 cumm.
2,073.2
Digestion Factor
Percent
Percent Solids
0.3
As Arsenic
c
2.9
1.2
0.006 06
1,335.0 cumin.
36.5 cumm.
6403.5
GL or Cy / Load
14 7
25
Cd Cadmium
Cr Chromium
23.0
0.046
33.0 cumin.
717.4
Dry Tons Per Load
3.16
Pb Lead
80.0
75
0.160
2,670.0 cunm.
16687.5
Hg Mercury
Mo Molybdenum
3.730
0.150
0.007
267.0 cunm.
14.0 cumn.
1,780.0
1876.7
NI Nickel
32.0
48
0.064
15.0 turn.
234A
Se Selerlun
5.46
0.D96
o.Dl l
373.0 cumm.
89.0 cumin.
3,885.4
8150.2
Formulae:
TERMS:
Plant Available N = ((f (ppm Org N)) +(ppm NH -N +
) (ppm NO-N))0.002
1 = rrineraization rate = Digestion Factor
(Ire)
v = rwn volatilized fraction of NH - N = 0.50
PAN = Plant Available Nitrogen
Plant Avallable N = ((f (ppm Org N)) +v (ppm NH -N) + (ppm
NO-N))0.002
(Surface)
NOTE: This utilizes
EPA Part
503.13 Standards
or North Carolina Standards whichever Is
Parameter (bs/DT) = parameter (ppm) x 0.002
the most stringent.
PLANT AVAILABLE NITROGEN
CROP
PAN Required
DT Skxlge/AC
(surface)
)
LoadlAC K
(surface) #/AC
P
bs/acre
CEC < 5
METALS: LIFETIME YEARS BASED ON PAN DT/AC
-
Cd
-
Cu
-
Zn NI
- -
Pb,
-
As
Mo
Hg
Cr
. Com(Silage)
Corn(Grain)
Fescue/Hay/Pastze
200
160
250
7.8
6.2
2.5 38.9
2.0 31.1
328.1
262.9
92.3 yr
115.2 yr
141.7 yr
176.8 yr
266.7 yr 499.7 yr
332.8 yr 623.7
228.9 yr
285.7
823.6 yr
1,048.3 yr
30.1 yr
241-4 yr
2,146.4 yr
Soybeans
200
9.8
7.8
3.1 48.9
2.5 39.1
412.8
73.3 yr
112.6 yr
yr
212.0 yr 397.2 yr
yr
182.0 yr
1,027.9 yr
654.7
1,308.3 yr
833.3
37.6 yr
301.2 yr
2,678.7 yr
Wheat& Barley
100
3.9
1.2 19.3
330.2
163.0
91.7 yr
140.8 yr
265.0 yr 496.6 yr
227.5 yr
yr
818.4 yr
yr
1,041.6
24.0 yr
30.0
19l.9 yr
1,706.1 yr
Clover/Alfafa
Bermuda Grass
200
7.8
2.5 38.9
328.1
185.7 yr
92.3 yr
285.2 yr
141.7 yr
536.8 yr 1,006.0 yr
266.7 499.7
46D.9 yr
1,657.9 yr
yr
2,110.2 yr
yr
60.7 yr
239.8 yr
485.9 yr
2,132.7 yr
4,320.5
4.320.5
220
8.6
2.7 42.8
361.1
83.8 yr
128.7 yr
yr yr
242-3 yr 454.1 yr
228.9 yr
208.0 yr
623.6 yr
748.3
1,048.3 yr
952.4
30.1 yr
241.4 yr
yr
yr
yr
yr
27.4 yr
219.3 yr
1,950.1 yr
DT Skrdge/AC
Load/AC K
p
CEC < 5
CROP
PAN Required
(Infect)
(Inect) WAC
bslacre,
Cd
. METALS: LIFETIME YEARS BASED
ON PAN
DT/AC
-
-
Cu
-_
Zn NI
- -
Pb
-
As
Mo
Hg
Cr
Coin (Silage)
Corn(Grain)
FescuerHay/Pastue
200
160
250
7.8
6.2
2.5 38.9
2.0 30.9
327.9
261.0
92.3 yr
116.0 yr
141.8 yr
178.1 yr
266.8 yr 500.0 yr
335.2 yr 628.2
229.1 yr
287.8
824.1 yr
1,048.9 yr
30.2 yr
241.5 yr
2.147.6 yr
Soybeans
200
9.7
7.8
3.1 48.6
2.5 38.9
410.6
73.7 yr
113.2 yr
yr
213.1 yr 399.4 yr
yr
183.0 yr
1,035.3 yr
658.2
1,317.7 yr
837.7
37.9 yr
303.4 yr
2.697.9 yr
Wheat &Barley
Clover/Alfalfa
100
3.9
1.2 19.5
328.3
164.5
92.2 yr
184.1
141.6 yr
282.6
266.5 yr 499.4 yr
228.8 yr
yr
823.0 yr
yr
1,047.E yr
1,047.6
24.1 yr
30.1 K
30.1
192.9 yr
241.2
1,715.3 yr
Bermuda Grass
200
220
7.8
8.6
2.5 39.0
328.9
yr
92.0 yr
yr
141.3 yr
532.0 yr 997.D yr
266.0 yr 498.5 yr
456.7 yr
228.4
1,643.1 yr
821.6
yr
yr
yr
481.E yr
2,715.3 yr
2,144.9 yr
2.7 42.9
361.8
83.7 yr
128.5 yr
241.8 yr 453.2 yr
yr
207.6 yr
yr
746.9 yr
1,045.7 yr
950.6
30.1 yr
240.8 yr
2,141.0 yr
yr
27.3 yr
218.9 yr
1,946.4 yr

A
R,H IJ-- :sh:2
REPOPT NUMBER
I
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 - [phone]
Fax No. [phone]
ACCOUNT 9(woo
1 DTO on sYs'rE:MSp INC,
ti \ ATTNI JO'HN SCADUTO
90F1 BELCHER DKIVE
PELHAM AL 35124
LA13 NIJMB[-,f� m 44850
RESULT
FADE: I
cr.'i'Y or., FTArE:SVI(..[..Ir_
B10SO[_IUS ANALYSIS FtEpawr
DETECTION
RESIJ[_'f LIMIT
(ME!/Kfi) (MG/KU) ANALYST
1) OR1761DER
cony 'rot r1F2(]WDER & [irl
DATE 194)HPL ED 09/17/98
DATE RECEIVED 09/ 21/98
DATE; RE PORTS-D 09/24/98
ANALYVIG
y�1)ATE;. HF,TAOD REFERENCE
!iUl, T. 7:'S (ItS I c, )
-'4 S TRIDOEN ( TKN)
14.74
147400
100
KC;[3
09/.21/9e
am
PHOSPHORUS
4,25
2,11
+42500
1.00
Kcs
0?/2 2/.90
EPA
r �'1rAS8TlJrs
0125
21100
100
KM
09/22/98
EPA
2300
1 cid
JcM
09/22/98
sW
VALCIUM
018'
0500
100
J[;M
09/22/98
S4!
�frii;NCST IJM
1.01
10100
100
JCM
09/2 2/99
SW
!JGG'IJi4
0 ► 34
3400
100
JCM
09/22/98
[3W
:[F(Ilr1
0.:11
1100
10G
JCM
09/':?:!/9@
5'W
=GC;_
'27000
1
JCM
09/2a/98
0W
r:(.Ir•r�l_r�
c0r'lPL-R
1660
1
JCM
09/2;2/?o
bW
ZTN(:
606
1
JCM
OT/22/98
RW
Aloe-infoIA --NXTf OGEN
0.01
601
100
1
1 C M
99/22.190
5W
raja? N:['rhl7GEN
100
KCS
09/:12/90
EPA
AT-l-
(` T 11M
NP
1n
Kcs
09/22/90
814
(MC`
RO
23,0
1
D(-"H
09/22/?C
SW
NIykl)M.',llM
NICi:EL_
00
5
.JCM
09/22/Ve
!3W
l..F_'ALr
48
5
JCM
09/22/98
IIW
75
5
,J[;M
09/22/98
aW
21400
351.3
365o4
046--6010
046-•6010
046- 6010
046--6010
e46-6010
046-6010
B46-6010
946•-6010
B46--6010
350,2
4 ;00-NO3 fA
846--7131 A
846-6010
046-6010
046-6010
�11...[. Vr1AW-43 ARLOkm far! A l?F;Y WELf3FIT PASTfi EXf,;G'pT AG NOTL~It.'
Wo reports and k oers are lop the In an ive and eog, new3 use a our clients, and may not be reproduwd In wfin�lAW In pk ndF'riiey t�fecanee be made to the ► NU iMr�N .117Nk H
►vork, the resuUs, a the oomaany In anyadvertising, news release, or other public announoemenls %vtthoul obtaining our prior vwmen autwizeUon. be
1977

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whilepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
f?240-••:362 ACCOUNT 90000 f'AGG. 21
REPORT NUMBER
1110 GR[J SYSTFMS, INC.
ATTN I JOHN SCADUTO
908 BE'.LCHER DRIVE
PELHAM AL.. 3512A
I.,,",EI f\tIJP11rz:F: = 440`;U
t;Aatrll_ :Izt 41H 1:-R1-E:K
RF SUL.T
FARAME rr'R ( x
CITY OF GTATFEIVII.LF
DIDS(11.IBS ANALYSIG REPORT
DETECTION
RESUL'r LIMIT
(140^0) (MG/KG) ANALYST
COPY TOI BROWDER 8 MD
[IAVE SAMPLED 09/17/90
DATE RECEIVED 09/21/90
PATE REPORTEli 09/24/90
ANALYSIS
DATE NETHnIt REFERENCE
Rlic:ENIi"'
14L:I-L' J, Y
2,05
044
KM
09/93/78
SW 846-7061A
SL:I_L'STD.
3. 7;i
0..1
KM
09/23/98
SW 846-74716
I='H ! STr�. UH 1 T!5 r Aa 1:;)
"; . 9a
5.4b
061
KH
09/23/90
SW 046-7741A
C I_.CiUM CARBONATE EI:I
NO
RD
09/22/98
E.F'A 15011
U01.A7'(i..!' S01_iCIS
64,10
641000
100
100
1,r1R
09/22/98
AOAtC 9'i8#01
(186ANIC Ni-mlOGEN
4,24
42400
100
KCS
DCN
09/22/90
fits 25400
MOL.','FIDLNUM
09/22/90
CALCULATION
1 & X O UNITS)
32
y0[l-
5
JC.M
09/22/99
%1 046-6010
GREASE
,72
7200
100
LDR
09/22/98
CALCULATED
S0L.U%ILF:. SALTS
5120
10
09/22/90
SW 646-9071
KCS
09/22/99
SM 2540C
AL_!._ VAL.UE:S P.RF- ON A DRY WEICHT FIRSTS kXL;EPY' Ali MOTED.
ur
Oreports and letters are for the exclusive and confidenfel use of our clients, and may not be repoodueed In wttai�+d CC
(�� bC . N f11i MAN ,IONS S
work, the results, ar the company In any advertising, news release, or other public announcements whtx ut obtalnln rm ay renoe , made W the
0 our P� Prior written authodzellon. Copyright 1977

A & L EASTERN AGRICUL RAL LABORATORIES, INC.
7621 Whitepine Road - Richmariu, Virginia 23237 • [phone]
Fax No. [phone]
R24--361 ACCOUNT 90000 FAGS 1
REPOAI, NUM13ER
i1I0 (,TRD S:;YSTE'MS r INC.
A'T'TN S ..JOHN S;CAULIT O
'i'08 911-L.CHER DRIVE
PE LHAM AL. ',45124
I. -AS NUMBER 44049
136MPL E ID = 3R.10 CREEK
t;ITY OF STATESVIL LE
DiOsOL..IUS ANALY91S REPORT
Ts PROWDER
CUPY Tn'. RR1:1WDE R F, MD
DATE SAMPl E"D 09/A7/90
DATE RECEIVE-11 09/21/913
DATE REPORTED 09/24/90
DETECTION
RESULT
RE:5UI...T
LIMIT
(MO/KG)
ANALYST
AN1*1AT il:a
I!'rL`
ME7'Hf,11t r;Err:RCPlI:r
PARAME'rE:r�
( i; >
(M(7/Kn >
SOLIDS(AS IG)
I e? 63
.166300
100
KCS
09/21/90
O9/22/'i 0
SM
EPA
25400
351,3
NITF:QGC�N(T•nN)
417
41.700
100
100
KCS
KM
09/22/9F3
EF`A
36R.4
PHOSPHORUS
1...10
1:1000
3300
100
.JCM
09/22/90
SW
B46-6010
PUTASSILIM
01 33
11600
100
JCM
09/22/98
SW
046�-6010
S�U1_Fl1R
1 , 16
0 99
9900
1.00
'ICM
09/22/98
SW
046-�•6010
CAL.CUR
1
5100
l00
JCM
09/22/90
SW
046�-6010
MAGNESIUM
0,51
6000
100
.ICM
09/22/YD
Skl
4746,.,.601U
S�'Qr.I lUM
016C
16200
1
,.ICM
09/22/98
SW
946-•6010
F;ON
IRON
T
433
1.
JCM
09/22/98
Sid
E146-15010
MANGANESE
540
1
J11111
09/22.1913
SW
046-6010
(�UNGAN
76`1
1
if,,M
09/22/98
SW
(146--6010
IrNC;
AMMCINIA-F►].T'f;UGEN
0.01
100
100
KC.9
09/22/98
09/22/9FJ
EPA
5M
350.
4500-i�lt]3 F
N{:1;3 NLl2 N�'ri7UCiE�J
2
Ott)
1.0
1
KCy
D(1H
09/2ti/98
SW
(346--�7131A
CADMIUM
1.6,0
1
tr
kill
09/22/9F.1
94)
F146 -60:10
(:HROMtUM
�"5
5
JCM
09/22/90
9W
846-6010
NICKEL
263
1;
JL:l1
SW
046-6010
l..F:AFa
°
`�s�S�
�Joi
ALA- VALUES ARE (IN A DRY
WEIGHT PAS IG
E:XCEF'T' AS
NOTED.
��//
��(,(C-ay
Our reports and letters
nd ma nat be re roduced In who�itfiia parf jli§terenoe be made to the
are for the exclusive and oonlidential use at our cllenls, a y p
without obtaining our prior vullten authorizatlon_ Oopyrlght 1977
work, the results, or the
company In any advertising,
news release, or
other public announcements

A & L EASTERN AGRICUL' 1AL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 - [phone]
Fax No. [phone]
R2�4B--36J, r1L'I�fIUN'T `;'00Uf3 PABE 12
REPORT NUMBER
P10 ORO SYSTEMS, INC;,.
ATTN i JOHN rJWUTO
900 BELC HER DRIVE
PELHAM AL ;3 '.1,24
LAR NUMBER c 44849
SAMPLE:: III - 3RD CRE;:E K
PARAMETER ( y )
CITY OF STATESVIL.LE
EflOCS lL-ID6 ANALYSIS REPORT
DETECTION
RESULT l..iM:IT ANALYS)IB
( t•1G/KG) (Mr/KO) ANALYST DATE..
0 14ROWDER
copy 'm E PF:C)wlul a MI;t
DATE SA14PLED 09/17/90
DATA RECEIVED 09/ !1/90
11AI.E REPORTED 09/24/98
METHOD REF-E1 ENCE
A 1%'0 E N I C,
3.26
Oro
KM
09/23/9(3
C3314 846-7061A
MF..:RCUrsY
0,05
oil.
KM
09/23/•99
Sw 846-7471A
SEE. w NIUM
2.22
001
KM
09/23/98
law C4,6 --- 7741 A
PH (ST11 r tJN1TS ► AS 15)
6,130
RD
LDR
09/22/913
0 /22 /90
EF'A 1. 50 , :(
A0AC 95E5,01
CALCIUM CARBONATE EL7
VOLATILE SUL.,IrtS
ND
71•627
712700
100
100
1CC9
09/22/90
1 25406
OROANIC NXTF;OOEN
4,.1.6
41600
.100
1lCN
09/22/90
GALC;ULATWN
MOLYBDENUM
24
5
JCM
09/'22/` 0
SW 8A 6-6010
C/N RATIO (NCI L 4us)
1(!
LDR
09/22/99
09/22/98
CAL-CLILATE;.it
SW 646-••9071
OIL & GREASE"
6 52
6'.;200
10240
100
10
KCS
09/22/98
;:ill 2wti40L,
S()LUZsLE SALTS
ALI. VALUES ARE: ON A DRY WEIGHT BASIS EXCEPT AS NOTED, " }� r / �C.•{t ( l s r l,J
JAW; 9rP, no44ay �t�i orenoe be made to the C ' PI IJ f, M A N J C
Our reports and fetters are for the exclusive and confidential use o1 our clients, and may not be itp reproduced in w
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorizallon. Copyright 1977

Lab Report
From: NC Certification No. 402'
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
r a a kaw,
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I. D. AA75007 Customer Code: STATESVI
Login Group #: 6074C8 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 4TH CREEK SLUD
Sample collection date: 08/11/97 Time: 09:45
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
Parameter: TCLP EXTRACTION (VOLATILES ONLY)
Method reference: 1311 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/15/97 Date finished: 08/16/97
Time started: 16:00 Analyst: DRR
Parameter: METALS DIGESTION
Method reference: EPA 3010
Result: Completed
Date started: 08/15/97
Time started: 12:30
Parameter: PREP. METHOD 3510
Method reference: 3510
Result: Completed
Date started: 08/18/97
Time started: 10:30
Unit:
MDL or sensitivity:
Date finished: 08/15/97
Analyst: JAM
Unit:
MDL or sensitivity:
Date finished: 08/18/97
Analyst: DRR
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed
Date started: 08/18/97
Time started: 12:35
MDL or sensitivity:
Date finished: 08/18/97
Analyst: HWC
Parameter: PREP. METHOD 3510 WITH EXCHANGE
?ethod reference: 3510 Unit:
result: Completed MDL or sensitivity:
Vate started: 08/14/97 Date finished: 08/14/97
Time started: Analyst: SA
(Q
449 Springbrook Road � P.O. Box 240543 &. Charlotte. NC 28224-0543
PhnnP. 7nA/S70_!.'ZAA - Tnll V— Ml—l—. 1 CM/C7A LTLA - V— �^Alff— nA...

Lab Report
City of Statesville
Page: 2
August 29, 1997
Sample I. D. AA75007 (continued)
- `•,;
Full Service Analytical & Environmental Solutions
Parameter: ARSENIC, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: SELENIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: CADMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: CHROMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: LEAD, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: SILVER, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Parameter: MERCURY, LEACHABLE
Method reference: 7471
Result: Less than
Date started: 08/15/97
Time started: 14:00
Parameter: BARIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 08/16/97
Time started: 17:30
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or. sensitivity: 0.10
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 08/16/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.02
Date finished: 08/15/97
Analyst: JAM
Unit: mg/L
MDL or sensitivity: 10.00
Date finished: 08/16/97
Analyst: LAM
Parameter: TCLP VOLATILES BY 8240
Method reference: SW846-8240 Unit: mg/L
Result: see below
Date started: 08/19/97 Date finished: 08/19/97
Time started: 11:45 Analyst: MP
449 Springbrook Road � P.O. Box 240543 A. Charlotte, NC 28224-0543
Phnne- MV.100_AIA4 - Tnll PrrP Nnmhnr. 7_A/N1/S70-A3AA - Fnv. Ind/1Z7C_ndnn

Lab Report
City of Statesville Sample I.D. AA75007 (continued)
Page: 3
August 29, 1997 Full Service Analytical & Environmental Solutions
Parameter: TCLP SEMI-VOLATILES BY 8270
Method reference: 8270 Unit: mg/L
Result: see below
Date started: 08/18/97 Date finished: 08/18/97
Time started: 20:39 Analyst: MP
Parameter: TCLP PESTICIDES
Method reference: Unit: mg/L
Result: see below
Date started: 08/19/97 Date finished: 08/21/97
Time started: 19:36 Analyst: HWC
Parameter: TCLP HERBICIDES
Method reference: Unit: mg/L
Result: see below
Date started: 08/18/97 Date finished: 08/18/97
Time started: Analyst: SA
Parameter: MERCURY DIGESTION
Method reference: 7471 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: JAM
Parameter: TCLP EXTRACTION
Method reference: 1311 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/13/97 Date finished: 08/14/97
Time started: 17:00 Analyst: JAM
Parameter: CYANIDE, REACTIVITY
Method reference: SW-846 9010 Unit: ppm
Result: Less than MDL or sensitivity: 0.10
Date started: 08/22/97 Date finished: 08/25/97
Time started: 16:10 Analyst: CEC
Parameter: SULFIDE, REACTIVITY
Method reference: SW-846 9030
Result: 48.0 ppm MDL or sensitivity: 2.00
Date started: 08/25/97 Date finished: 08/25/97
Time started: 10:00 Analyst: CEM
Parameter: REACTIVITY
Method reference: SW-846 7.3 Unit:
Result: Negative MDL or sensitivity:
Date started: 08/25/97 Date finished: 08/25/97
Time started: 11:42 Analyst: CEC
Parameter: IGNITIBILTY
Method reference: SW-846 *1020 Unit:
Result: Passed MDL or sensitivity:
Date started: 08/25/97 Date finished: 08/25/97
Time started: 08:56 Analyst: CEC
449 Springbrook Road &, P.O. Box 240543 AL Charlotte, NC 28224-0543
Phone: 704/52Q-R3h4 — Tnll Free Nurnher. 1-R00/52Q-A-1A4 — Fax• 7n4/9;2G-ndAQ

Lab Report
City of Statesville
Page: 4
August 29, 1997
Y S
Sample I.D. AA75007 (continued) a
Full Service Analytical & Environmental Solutions
Parameter: CORROSIVITY AS PH
Method reference: 9040/9045
Result: 7.61 UNITS
Date started: 08/15/97
Time started: 14:57
MDL or sensitivity:
Date finished: 08/15/97
Analyst: WMM
Parameter: METALS DIGESTION METHOD 3050
Method reference: 3050 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/13/97 Date finished: 08/13/97
Time started: 08:30 Analyst: JAM
Parameter: CADMIUM, TOTAL
Method reference: 6010
Result: 15 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: ARSENIC, TOTAL
Method reference: 6010
Result: 9.7 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: COPPER, TOTAL
Method reference: 6010
Result: 570 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: LEAD, TOTAL
Method reference: 6010.
Result: 45 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: MERCURY, TOTAL
Method reference: 7471
Result: 1. 0 mg/kg
Date started: 08/15/97
Time started: 14:00
Parameter: MERCURY DIGESTION
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 2.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 0.02
Date finished: 08/15/97
Analyst: JAM
Method reference: 7471
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: JAM
Parameter: MOLYBDENUM, TOTAL
Method reference:
Result: 27 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
449 Springbrook Road A�, P.O. Box 240543 .& Charlotte. NC 28224-0543
Phnne. 704/57Q_A-1A4 — Tn11 Prep NumhPr• 1 _Rnn/570-AIA4 — Fax• Ind/S7C_nero

La-b Report
City of Statesville
Page: 5
August 29, 1997
Sample I.D. AA75007 (continued)
Full Service Analytical & Environmental Solutions
Parameter: NICKEL, TOTAL
Method reference: 6010
Result: 47 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: SELENIUM, TOTAL
Method reference: 6010
Result: 3.7 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: ZINC, TOTAL
Method reference: 6010
Result: 420 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: ALUMINUM, TOTAL
Method reference: 6010
Result: 18000 mg/kg
Date started: 08/25/97
Time started: 11:00
Parameter: CALCIUM, TOTAL
Method reference: 6010
Result: 38000 mg/kg
Date started: 08/25/97
Time started: 11:00
Parameter: SODIUM, TOTAL
Method reference: 6010
Result: 1000 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: AMMONIA AS N
Method reference: 4500-NH3E
Result: 3900 mg/kg
Date started: 08/13/97
Time started: 16:25
Parameter: AMMONIA DISTILLATION
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 0.20
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 10
Date finished: 08/25/97
Analyst: DHJ
MDL or sensitivity: 10
Date finished: 08/25/97
Analyst: DHJ
MDL or sensitivity: 1.00
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 2.5
Date finished: 08/13/97
Analyst: WMM
Method reference: 4500-NH3B
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/13/97
Date finished: 08/13/97
Time started: 14:30
Analyst: WMM
Parameter: MAGNESIUM, TOTAL
Method reference: 6010
Result: 7700 mg/kg
MDL or sensitivity: 1.0
Date started: 08/25/97
Date finished: 08/25/97
Time started: 11:00
Analyst: DHJ
(W
449 Springbrook Road A, P.O. Box 240543 A. Charlotte, NC 28224-0543
DI. .— 7AA/C-)n &TfA - T..11 D.me •1.....{..e.. t OM/C-)e% GRGA - V— 7AA/C'1C AAM

Lab Report
City of Statesville
Page: 6
August 29, 1997
Sample I.D. AA75007 (continued)
Full Service Analytical & Environmental Solutions
Parameter: TOTAL PHOSPHORUS
Method reference: EPA 365.2
Result: 440.0 mg/kg
Date started: 08/20/97
Time started: 17:40
MDL or sensitivity: 0.50
Date finished: 08/20/97
Analyst: CEM
Parameter: TOTAL PHOSPHORUS DIGESTION
Method reference: EPA 365.2 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/20/97 Date finished: 08/20/97
Time started: 11:20 Analyst: CEM
Parameter: POTASSIUM, TOTAL
Method reference: 6010
Result: 3700 mg/kg
Date started: 08/15/97
Time started: 09:00
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
Parameter: TOTAL KJELDAHL NITROGEN
Method reference: SM4500-NH3 E
Result: 3900 mg/kg MDL or sensitivity: 5.0
Date started: 08/14/97 Date finished: 08/14/97
Time started: 09:00 Analyst: WMM
Parameter: TKN DIGESTION
Method reference: SM4500-NorgB Unit:
Result: Completed MDL or sensitivity:
Date started: 08/13/97 Date finished: 08/13/97
Time started: 14:00 Analyst: WMM
Parameter: PLANT AVAILABLE NITROGEN
Method reference: NC Dept. Ag.
Result: 3.90 lb. PAN/ton MDL or sensitivity: 0.05
Date started: 08/21/97 Date finished: 08/21/97
Time started: 16:30 Analyst: CEM
Parameter: CALCULATIONS BASED
Method reference: SM 2540 G
Result: 15 % DRY WT.
Date started: 08/15/97
Time started: 18:00
Parameter: NITRATE AND NITRITE
Method reference: SM4500-NO3 E
ON DRY WEIGHT
MDL or sensitivity: 0.01
Date finished: 08/18/97
Analyst: ARV
Result: 0.90 mg/kg
MDL or sensitivity: 0.50
Date started: 08/21/97
Date finished: 08/21/97
Time started: 16:30
Analyst: CEM
Parameter: CHROMIUM, TOTAL
Method reference: 6010
Result: 53 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
w
449 Springbrook Road .&. P.O. Box 240543 AL Charlotte, NC 28224-0543
Phone- In4/570-A4Fd - Tnll Anna m—l.n.. i_onnrenn C'ILA - r...._ -1- ......

Lab Report
A�
City of Statesville Sample I. D. AA75007 (continued) 31.
Page: 7
August 29, 1997 Full Service Analytical & Environmental Solutions
Data for TCLP VOLATILES BY 8240 mg/L:
Component Name
Result
Component NDL
BENZENE
Not
detected
0.01
CARBON TETRACHLORIDE
Not
detected
0.01
CHLOROBENZENE
Not
detected
0.01
CHLOROFORM
Not
detected
0.01
1,.4-DICHLOROBENZENE
Not
detected
0.014
1,2-DICHLOROETHANE
Not
detected
0.01
1,1-DICHLOROETHENE
Not
detected
0.01
METHYL ETHYL KETONE
Not
detected
0.04
TETRACHLOROETHENE
Not
detected
0.012
TRICHLOROETHENE
Not
detected
0.01
VINYL CHLORIDE
Not
detected
0.02
Data for TCLP SEMI-VOLATILES
BY 8270 mg/L:
Component Name
Result
Component NDL
CRESOLS
Not
detected
0.050
1,4-DICHLOROBENZENE
Not
detected
0.050
2,4-DINITROTOLUENE
Not
detected
0.012
HEXACHLOROBENZENE
Not
detected
0.010
HEXACHLOROBUTADIENE
Not
detected
0.050
HEXACHLOROETHANE
Not
detected
0.050
NITROBENZENE
Not
detected
0.050
PENTACHLOROPHENOL
Not
detected
0.25
PYRIDINE
Not
detected
0.25
2, 4, 5-TRICHLOROPHENOL
Not
detected
0.25
2, 4, 6-TRICHLOROPHENOL
Not
detected
0.10
Data for TCLP PESTICIDES mg/L:
Component Name
Result
Component NDL
CHLORDANE
Not detected
0.003
ENDRIN
Not detected
0.002
HEPTACHLOR
Not detected
0.0008
LINDANE
Not detected
0.04
METHOXYCHLOR
Not detected
1.0
TOXAPHENE
Not detected
0.05
Data for TCLP HERBICIDES mg/L:
Component Name
Result
Component NDL
2, 4-D
<5. 0
10.0
SILVEX
<0. 50
1.0
Sample comments:
Project: 4th Creek Sludge [ S $
TCLP herbicides subf FitEb�eA k$d K..CPZei&44t?t :IaMOA 7C 28224-0543
Phone: [phone] � Tell Free Numher. t-Anni520-Aud - V.— Indic')c ^An

Lab Report
City of Statesville Sample I.D. AA75007 (continued)
Page: 8 August 29, 1997 Full Service Analytical & Environmental Solutions
If there are any questions re in this data, please call.
Angela D. Overcash
Laboratory Director
449 Springbrook Road � P.O. Box 240543 .� Charlotte, NC 28224-0543
Phone: [phone] AL Toll Free Number: 1-800/529-6364 � Fax. 7O4/SMS-ndna

Lab Report
From: HC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75052 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #1
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
arameter: FECAL COLIFORM, SOLID
ethod reference: SM 9222 D
Result: 15000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 14:45 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 06/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regardilp.4his data, please call.
Angela D. OvercadA-
Laboratory Director
0
449 Springbrook Road ,& P.O. Box 240543 &. Charlotte, NC 28224-0543
Phnne. 704/52Q-AIA4 — Tnll Free Unmher• 1-RM/F2Q-A3A4 — Ray. 7nd19Z7C_ndn0

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
�x
Full Service Analytical 8 Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75053 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD.CREEK #.2
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV ' Validated by: ADO
arameter: FECAL COLIFORM, SOLID
ethod reference: SM 9222 D
Result: 14000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 14:45 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Laboratory Director
a
449 Springbrook Road AL P.O. Box 240543 Ah. Charloae. NC 28224-0543
Phone: [phone] AL Toll Free Numher. t-ROO/52Q-A-1A4 — Fax• 7n4/97S_ndro

b Report
om: NG Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
July 2, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
rY7�
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I. D. AA71231
Customer Cade: STATESVI
Login Group #: 4605C2
Custoer
Phone Number:[phone]/Fax(704)878m8655eference: 7232-1
Customer Sample I.D#: TRIRD CREEK SL
Sample collection date: 06/16/97 Time: 07:45
Lab submittal date: 0-6/16/97
Received by: SMV Time: 10:30
Validated by: ADO
Parameter: TCLP EXTRACTION (VOLATILES
%lethod reference: 1311
esult: Completed
.-ate started: 06/30/97
Time started: 16:30
Parameter: TCLP VOLATILES BY 8240
Method reference: SW846-8240
Result: see below
Date started: 07/01/97
Time started: 12:23
Parameter: TCLP EXTRACTION
Method reference: 1311
Result: Completed
Date started: 06/26/97'
Time started: 18:00
Parameter: PREP, METHOD 3510
Method reference: 3510
Result: Completed
Date started: 06/30/97
Time started: 15:30
ONLY)
Unit:
MDL or sensitivity:.
Date finished: 07/01/97
Analyst: DRR
Unit: mg/L•
Date finished: 07/01/97
Analyst: Mp
(SEMIVOLATILES)
Parameter: TCLP SEMI-VOLATILES
Method reference: 8270
"'It : see below
started: 07/01/97
-••.� started: 15:20
Unit:
MDL or sensitivity:
Date finished: 06/27/97
Analyst: DRR
Unit:
MDL or sensitivity:
Date finished: 06/30/97
Analyst: DRR
BY 8270
Unit: mg/L
Date finished: 07/01/97
Analyst: Mp
<a
449 Springbrook Road,*. P.O. Box 240543 Ah, Charlotte. Nc gag7d_�=A�
Phn . 9^A 1­ .- - _

Lab Report
City o Statesville Sample I.D. AA71231 (continued)
Page:
2 0
July 2, 1997
Full Service Analytical & Environmental Solutions
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed MDL or sensitivity:
Date started: 06/30/97 Date finished: 07/01/97
Time started: 15:30 Analyst: HWC
Parameter: TCLP PESTICIDES
Method reference:
Result: see below
Date started: 07/01/97
Time started: 13:17
Unit: mg/L
Date finished: 07/01/97
Analyst: HWC
Parameter: PREP. METHOD 3510 WITH EXCHANGE
Method reference: 3510 Unit:
Result: Completed MDL or sensitivity:
Date started: 06/18/97 Date finished: 06/18/97
Time started: Analyst: SA
Parameter: TCLP HERBICIDES
Method reference:
Result: see below
Date started: 06/23/97
Time started:
)ata for TCLP VOLATILES BY 8240 mg/L:
Component Name
BENZENE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROFORM
1,4-DICHLOROBENZENE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
METHYL ETHYL KETONE
TETRACHLOROETHENE
TRICHLOROETHENE
VINYL CHLORIDE
Unit: mg/L
Date finished: 06/23/97
Analyst: SA
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
0.200
Not detected
Not detected
Not detected
Data for TCLP SEMI-VOLATILES BY 8270 mg/L:
Component Name
CRESOLS
1,4-DICHLOROBENZENE
2,4-DINITROTOLUENE
HEXACHLOROBENZENE
HEXACHLOROBUTADIENE
'7XACHLOROETHANE
;TROBENZENE
rENTACHLOROPHENOL
PYRIDINE
2.4 5-TRICHLOROPHENOL
Result
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
Not detected
N t d
•P o etected
Component HDL
0.01
0.01
0.01
0.01
.0. 014
0.01
0.01
0.04
0.012
0.01
0.02
Component NDL
0.050
0.050
0.012
0.010
0.050
0.050
0.050
0.25
0.25
0.25
449 Springbrook Road &, P.O. Box 240543 .& Charlotte, NC 28224-0543
D}in nu. W%AIc'fn G'l L.1 - T..11 C-.... . —. --- -_..___

Lab Report
City o Statesville Sample I.D. AA71231 (continued)
Page : 3
July 2, 1997 4
Full Service Analytical & Environmental Solutions
Data for TCLP SEMI-VOLATILES BY 8270 (continued):
Component Name Result Component MDL
2, 4, 6-TRICHLOROPHENOL Not detected 0.10
Data for TCLP PESTICIDES mg/L:
Component Name
Result
Component XDL
CHLORDANE
Less.than
0.003
ENDRIN
Less than
0.002
HEPTACHLOR
Less than
0.0008
LINDANE
Less than
0.04
METHOXYCHLOR
Less than
1.0
TOXAPHENE
Less than
0.05
Data for TCLP HERBICIDES mg/L:
Component Name Result Component MDL
2, 4-D <5.'0 10.0
SILVER <0. 50 1.0
ample comments:
I-GLP herbicides subcontracted to NC certified lab # 387.
If there are any questions regard this data, please call.
Angela D. Overcas-h
Laboratory Director
449 Springbrook Road � P.O. Box 240543 &. Charlotte, NC 28224-0543
Win— 7AAM-M G'[LA - rr ll C.ve AI.....1.— , OnAtCnf% LZLA - V--- Hn A1— -A--

Lab Report
City of Statesville
Page: 2
June 5, 1997
1; 'fklknLf""-�
Sample I.D. AA69613 (continued)
Full Service Analytical & Environmental Solutions
Parameter: CHROMIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: LEAD, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: SILVER, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: MERCURY, LEACHABLE
Method reference: 7471
Result: Less than
Date started: 06/03/97
'ime started: 17:00
rarameter: BARIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: MERCURY DIGESTION
Method reference: 7471
Result: Completed
Date started: 06/02/97
Time started: 11:00
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.02
Date finished: 06/03/97
Analyst: JAM
Unit: mg/L
MDL or sensitivity: 10.00
Date finished: 06/02/97
Analyst: LAM
Unit:
MDL or sensitivity:
Date finished: 06/02/97
Analyst: JAM
If there are any questions regarding his data, please call.
Angela D. Ove cash
Laboratory Directory
449 Springbrook Road s P.O. Box 240543 &. Charloue, NC 28224-0543
Phone: [phone] &� Toll Free Number 1-A00/529-6364 � Fax• 704/575_nen0

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, HC 28687
iq
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75054 Customer Code: STATESVI
Login Group #: 6096CIO Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #3
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
-)arameter: FECAL COLIFORM, SOLID
iethod reference: SM 9222 D
Result: 16000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 14:45 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela-U.--Uv-­er
Laboratory Dir
h
or
449 Springbrook Road .&, P.O. Box 240543 & Charlotte, NC 28224-0543
Phnne. 7n4/57Q_A 4AA — Tnll Free Numher. 1 _Ann/570_/,3/d — t:ov. Ind/S7C_ndro

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Ak
AMER.5,
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75055 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #4
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
arameter: FECAL COLIFORM, SOLID
ethod reference: SM 9222 D
Result: 17000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela D. Overbaph
Laboratory Director
449 Springbrook Road dL P.O. Box 240543 &. Charlotte, NC 28224-0543
Phone: 704/52q-A3A4 — Tnll FrPP M1imhnr. t_RM/r.70_,;'XAA - V— oneienc ^A

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75056 Customer Code: STATESVI.
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #5
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
arameter: FECAL COLIFORM, SOLID
ethod reference: SM 9222 D
Result: 12000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Laboratory Director
449 Springbrook Road & P.O. Box 240543 &. Charlotte, NC 28224-0543
Dhnno. Ind/C70_RZAA - Tnll Prop M—hor. 1 _CM/47A_A4Ad _ La 7AA/C'fC ^An

Late Report
From: NC Certification No. 402
SC Certification No. 99012
HC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City. of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75057 Customer Code: STATESVI
Login Group #: 609GC10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #6
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
arameter: FECAL COLIFORM, SOLID
ethod reference: SM 9222 D
Result: 10000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Angela ==Ver
Laboratory Dir
0
449 Springbrook Road A6, P.O. Box 240543 ® Charlone, NC 28224-0543
Phone: [phone] &. Toll Free Number: 1-800/529-6364 &. Fax: [phone]

gab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
'P.O. Box 1111
Statesville, HC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75058 Customer Code: STATESVI
Login Group #: 6096CIO Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK #7
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
arameter: FECAL COLIFORM, SOLID
ethod reference: SM 9222 D
xesult: 13000 colonies/gram MDL or sensitivity: 2000
Date started: 08/11/97 Date finished: 08/12/97
Time started: 15:00 Analyst: WMM
Parameter: CALCULATIONS BASED ON DRY WEIGHT
Method reference: SM 2540 G
Result: 19 % DRY WT. MDL or sensitivity: 0.01
Date started: 08/15/97 Date finished,: 08/18/97
Time started: 18:00 Analyst: ARV
Sample comments:
Project: Sludge
If there are any questions regarding this data, please call.
Ange cash
Laboratory Dire
0
449 Springbrook Road ..& P.O. Box 240543 &. Charlotte, NC 28224-0543
Phone: [phone] &. Toll Free Number: 1-800/529-6364 & Fax: 704/525-O400

Lab Report
From: NC Certification No. 402
SC Certification No. 99012
HC Drinking Water Cert. No. 37735
FL Certification No. E87519
August 29, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA75059 Customer Code: STATESVI
Login Group #: 6096C10 Customer Reference: 7232-1
Phone Number: [phone]/Fax[phone]
Customer Sample I.D#: 3RD CREEK
Sample collection date: 08/11/97 Time: 09:30
Lab submittal date: 08/11/97 Time: 13:15
Received by: SMV Validated by: ADO
parameter: CALCULATIONS BASED
ethod reference: SM 2540 G
nesult: 19 % DRY WT.
Date started: 08/15/97
Time started: 16:00
Parameter: CYANIDE, REACTIVITY
Method reference: SW-846 9010
Result: Less than
Date started: 08/25/97
Time started: 08:31
Parameter:'SULFIDE, REACTIVITY
Method reference: SW-846 9030
Result: 56.0 ppm
Date started: 08/25/97
Time started: 10:07
Parameter: REACTIVITY
Method reference: SW-846 7.3
Result: Negative
Date started: 08/25/97
Time started: 11:42
Parameter: IGNITIBILTY
ON DRY WEIGHT
MDL or sensitivity: 0.01
Date finished: 08/18/97
Analyst: ARV
Unit: ppm
MDL or sensitivity: 0.10
Date finished: 08/25/97
Analyst: CEC
MDL or sensitivity: 2.00
Date finished: 08/25/97
Analyst: CEM
Unit:
MDL or sensitivity:
Date finished: 08/25/97
Analyst: CEC
m-thod reference: SW-846 #1020 Unit:
cult: Passed MDL or sensitivity:
_-te started: 08/25/97 Date finished: 08/25/97
Time started: 08:50 Analyst: CEC
449 Springbrook Road � P.O. Box 240543 A. Charlorre, NC 28224-0543
Phone: [phone] � Tnil Free Numher• I-RM/S7n-Fud — C'w. WNAM-2c ^An

Lab Report
City of Statesville
Page: 2
August 29, 1997
Sample I.D. AA75059 (continued)AL -: .
Full Service Analytical & Environmental Solutions
Parameter: CORROSIVITY AS PH
Method reference: 9040/9045
Result: 7.15 UNITS
Date started: 08/15/97
Time started: 15:00
MDL or sensitivity:
Date finished: 08/15/97
Analyst:
Parameter: METALS DIGESTION METHOD 3050
Method reference: 3050 Unit:
Result: Completed MDL or sensitivity:
Date started: 08/14/97 Date finished: 08/14/97
Time started: 13:00 Analyst: JAM
Parameter: ARSENIC, TOTAL
Method reference: 6010
Result: 2.8 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: CADMIUM, TOTAL
Method reference: 6010
Result: 41 mg/kg
Date started: 08/15/97
Time started: 09:00
larameter: COPPER, TOTAL
Method reference: 6010
Result: 490 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: LEAD, TOTAL
Method reference: 6010
Result: 220 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: MERCURY, TOTAL
Method reference: 7471
Result: 0.10 mg/kg
Date started: 08/15/97
Time started: 14:00
Parameter: MERCURY DIGESTION
Method reference: 7471
Result: Completed
Date started: 08/15/97
Time started: 09:00
"-rameter: MOLYBDENUM, TOTAL
thod reference:
nwsult: 18 mg/kg
Date started: 08/15/97
Time mtarfmd. 09.00
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 2.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 0.02
Date finished: 08/15/97
Analyst: JAM
Unit:
MDL or sensitivity:
Date finished: 08/15/97
Analyst: JAM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Anal st• LAM
449 Springbrook Road & P.O. Box 240543 & CharlorEe, NC 28224-0543
Phone: 7O4/57Q_A1A4 — Tnll Free Numher. t _AM/G70_F,ZAd rmv. Ind/C7C_nAM

Lab Report �.
City of Statesville Sample I.D. AA75059 (continued)
Page: 3
August 29, 1997 Full Service Analytical & Environmental Solutions
Parameter: NICKEL, TOTAL
Method reference: 6010
Result: 34 mg/kg MDL or sensitivity: 1.0
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: SELENIUM, TOTAL
Method reference: 6010
Result: 1.3 mg/kg MDL or sensitivity: 0.20
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: ZINC, TOTAL
Method reference: 6010
Result: 630 mg/kg MDL or sensitivity: 1.0
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: ALUMINUM, TOTAL
Method reference: 6010
Result: 15000 mg/kg
MDL or sensitivity: 0.04
Date started: 08/27/97
Date finished: 08/27/97
Time started: 10:00
Analyst: DHJ
arameter: AMMONIA AS N
method reference: 4500-NH3E
Result: 2800 mg/kg
MDL or sensitivity: 2.5
Date started: 08/13/97
Date finished: 08/13/97
Time started: 16:27
Analyst: WMM
Parameter: AMMONIA DISTILLATION
Method reference': 4500-NH3B
Unit:
Result: Completed
MDL or sensitivity:
Date started: 08/13/97
Date finished: 08/13/97
Time started: 14:30
Analyst: WMM
Parameter: CALCIUM, TOTAL
Method reference: 6010
Result: 6200 mg/kg MDL or sensitivity: 10.0
Date started: 08/15/97 Date finished: 08/15/97
Time started: 09:00 Analyst: LAM
Parameter: MAGNESIUM, TOTAL
Method reference: 6010
Result: 3200 mg/kg
MDL or sensitivity: 1.0
Date started: 08/15/97
Date finished: 08/15/97
Time started: 09:00
Analyst: LAM
n-rameter: NITRATE
thod reference: SM4500-NO3 E
result: 54.0 mg/kg
MDL or sensitivity: 0.50
Date started: 08/21/97,
Date finished: 08/21/97
Time started: 16:28
Analyst: CEM
449 Springbrook Road � P.O. Box 240543 � Charloac. NC 28224-0543
Phone: 7O4/.S2Q_h3A4 — Tn11 FrnP Unmhnr.
1 _AM/C7o_A'LAA - oe... 'snw leer ......,

Lab Report
City of Statesville
Page: 4
August 29, 1997
K-
• Vl.
Sample I.D. AA75059 (continued)
Full Service Analytical & Environmental Solutions
Parameter: NITRITE
Method reference: SM4500-NO2
Result: 0.29 mg/kg
Date started: 08/21/97
Time started: 15:55
Parameter: pH
Method reference: SW 646 9045A
Result: 7.15 units
Date started: 08/15/97
Time started: 15:00
Parameter: TOTAL PHOSPHORUS
Method reference: EPA 365.2
Result: 290.0 mg/kg
Date started: 08/20/97
Time started: 17:40
MDL or sensitivity: 0.10
Date finished: 08/21/97
Analyst: GEM
MDL or sensitivity:
Date finished: 08/15/97
Analyst: WMM
MDL or sensitivity: 0.50
Date finished: 08/20/97
Analyst: GEM
Parameter: TOTAL PHOSPHORUS DIGESTION
Method reference: EPA 365.2 Unit:
Result: Completed MDL or sensitivity:
Date started: 06/20/97 Date finished: 08/20/97
Time started: 11:20 Analyst: GEM
'arameter: PLANT AVAILABLE NITROGEN
Method reference: NC Dept. Ag.
Result: 3.99 lb PAN/ton MDL or sensitivity: 0.05
Date started: 08/21/97 Date finished: 08/21/97
Time started: 16:28 Analyst: GEM
Parameter: POTASSIUM, TOTAL
Method reference: 6010
Result: 2400 mg/kg
Date started: 08/15/97
Time started: 09:00
Parameter: SODIUM, TOTAL
Method reference: 601.0
Result: 3400 mg/kg
Date started: 08/18/97
Time started: 09:00
Parameter: TOTAL KJELDAHL NITROGEN
Method reference: SM4500-NH3 E
Result: 4600 mg/kg
Date started: 08/14/97
Time started: 09:00
Mirameter: TKN DIGESTION
!thod reference: SM4500-NorgB
..asult: Completed
Date started: 08/13/97
Time started: 14.00
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
MDL or sensitivity: 1.00
Date finished: 08/18/97
Analyst: LAM
MDL or sensitivity: 5.0
Date finished: 08/14/97
Analyst: WMM
Unit:
MDL or sensitivity:
Date finished: 08/13/97
Analyst: WMM
449 Springbrook Road ,& P.O. Box 240543 AL Charlotte, NC 28224-0543
Phone: [phone] .& Toll Free Number: 1-900/529-6364 � Fay. MAIA75-nano

Lab Report
City of Statesville
Page: 5
August 29, 1997
Sample I.D. AA75059 (continued) "
Full Service Analytical & Environmental Solutions
Parameter: NITRATE AND NITRITE
Method reference: SM4500-NO3 E
Result: 54.0 mg/kg
Date started: 08/21/97
Time started: 16:28
Parameter: CHROMIUM, TOTAL
Method reference: 6010
Result: 140 mg/kg
Date started: 08/15/97
Time started: 09:00
Sample comments:
Project: Sludge
If there are any questions regardi
MDL or sensitivity: 0.50
Date finished: 08/21/97
Analyst: CEM
MDL or sensitivity: 1.0
Date finished: 08/15/97
Analyst: LAM
this data, please call.
Angela D. Over6Gwh
Laboratory Director
0 .
449 Springbrook Road ,&, P.O. Box 240543 & Charloue, NC 28224-0543
o►.....e.vnwir�n LYLI T_11�-__.n.�L__ .......�.... ..... ..--- �_..�__ ----

,Lab Report
From: NC Certification No. 402
SC Certification No. 99012
NC Drinking Water Cert. No. 37735
FL Certification No. E87519
June 5, 1997
To: City of Statesville
Attn: Ms. Rene Parkman
P.O. Box 1111
Statesville, NC 28687
n,
w b kba
Y.
Full Service Analytical & Environmental Solutions
The following analytical results have been obtained for the
indicated sample which was submitted to this laboratory:
Sample I.D. AA69613 Customer Code: STATESVI
Login Group #: 4004C2 Customer Reference: 7232-1
Phone.Number: [phone]/Fax[phone]
Customer Sample I.D#: THIRD CREEK
Sample collection date: 05/22/97 Time: 07:15
Lab submittal date: 05/22/97 Time: 09:31
Received by: SMV Validated by: ADO
rameter: TCLP EXTRACTION (METALS ONLY).
method reference: 1311 Unit:
Result: Completed MDL or sensitivity:
Date started: 05/28/97 Date finished: 05/29/97
Time started: 17:00 Analyst: JAM
Parameter: METALS DIGESTION
Method reference: EPA 3010
Result: Completed
Date started: 05/30/97
Time started: 09:00
Parameter: ARSENIC, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
Parameter: SELENIUM, LEACHABLE
Method reference: 6010
Result: Less than
Date started: 06/02/97
Time started: 12:00
rameter: CADMIUM, LEACHABLE
thod reference: 6010
result: Less than
Date started: 06/02/97
Time started: 12:00
Unit:
MDL or sensitivity:
Date finished: 05/30/97
Analyst: JAM
Unit: mg/L
MDL or sensitivity: 0.50
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 06/02/97
Analyst: LAM
Unit: mg/L
MDL or sensitivity: 0.10
Date finished: 06/02/97
Analyst: LAM
a
449 Springbrook Road ,& P.O. Box 240543 &. Charlotte, NC 28224-0543
Phnnp. Ind/9;70_A'XAA - Tnll Froo XliirnhPr- t _51M/S70_AQAA - Rov. 7Ad/97S_Adne

SPECIALIZED ASSAYS, INC.
2960 Foster Creighton Dr.
P.O. Box 40566
Nashville, TN 37204-0566
Phone [phone]
P R O J E C T G1 U A L I T Y C O N T F7 0L D A TA
A.r:lyte
---------------
2.4-D
5iivex
Blank Data
Blank Value Units 9.C. Bate
5.0 nai; 9635
< 0.50 fgil 9635

-SPECIALIZED ASSAYS, INC.
2960 Foster Creighton Dr.
P.O. Box 40566
Nashville, TN 37204-0566
Phone [phone]
PRISM LAP RATCRIE5 5/_'2J
NC F-22"04
- P
S-?t= _mil"ti7i_atiC?Il 33'•"
=ate T,.n.
ANAI_YT I CAL FCEF'OFRT
u.ata 1:01.1==ted: S 1._,/`^
T.1.:r:- C:= 11.ec.ted.
R ceived: 2:3:
S3role Type: Solid w:5�st_
TiC''
Matrix Spite
%*=
-----------------------
Result Units
----------- ------
Reg Litit Recovery W
----------------------
Date
---------
`ethod
---------
5.0 gall
10.0 83
6J23l97
Si`0
�:'.•_
C 0.50 IW1
1.0 114
6l23/97
3150
?:L?=::tracti:,n
COMPLETED
6l18l47
1311
'ID = Vor detected
at the report Iimit.
{; SURROGATE RECOVERIES f}
3,jrrag;te X Recivery Target Range
-----------------------------------
-erbi::de :err., DCAA
107. 15. - 135.
Pppt-ov=-d By:
Thsodor-e J . Due l l ., Ph.D.
Michael H. Cun;), 11.S.
Danny E. Hale, M.S.
Report Dat=: �/=3/97

Land Application Sites City of Statesville
Site Summary Sheet
Project: City of Statesville a
Field
Gross Acres
Net Acres
Owner
Operator
AL9
272.6
222.3
Boone Icenhour
i son Payne
AL10
12.5
11.1
Van Houston
O en Icenhour
AL11
197.7
171.6
David Mecimore
same
Total
462.4
405
Wheelabrator Water Technologies Inc. Bid Gro Division

City of Statesville
Well Location
Field Boundaries
� Buffer Zone
Land Application Sites

BldftUDDivision
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. —
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAME:
ADDRESS: .32 ,
PHONE: ( 7o ql")
OPERATOR NAME:
FARM LOCATION(S)
TOTAL ACRES: 4E,�� COUNTY:
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for 10 days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for Z`
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for Zj:; months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for 3 A days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
layq application of biosolids and that there are no restrictions to the granting of consent under this form.
SIG
signing as a representative, include title)
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDLOC • 5/95 WHITE: Regional Office CANARY. Landowner PINK: Farm Operator

Bid' R Division
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAME:
ADDRESS:
PHONE:( 7 001
OPERATOR NAME:
FARM LOCATION(S)
TOTAL ACRES:
v��--moo
• G i �._;!
1. 1 understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the applicat' n of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harveste
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for Z(Q months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted forte days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
OW4ER SIGNATURE (If signing a representative, include title) DATE
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDLOC • 5/95 WHITE: Regional Office CANARY. Landowner PINK: Farm Operator

�1 Division
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE: l ari W6-tm-11L-1-
FARM OPERATOR:
ADDRESS:
, /c , lue—
PHONE: 3
FARM LOCATION:
TOTALACREAGE: 72 COUNTY:
CROPS: _ a �kr•
1. 1 agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> when biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
c. Food crops with harvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for days. Public access to land
witha high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. - Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
TOR'S SIGNATURE
DATE
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRQNC • 5/95 WHITE: Regional Office CANARY. Farmer

FIELD SUMMARY SHEET
NCAL9
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
1
35.6
29.3
S & B Sprinkle
Jason Payne
2
37.2
32.6
Boone Icenhour
Jason Payne
3
18.5
14.4
Boone Icenhour
Jason Payne
4
13.7
11.8
Harold Brinkley
Jason Payne
5
8.1
6.7
Harold Brinkley
Jason Payne
6
21 .4
18.6
Harold Brinkley
Jason Payne
7
19.6
13.8
Boone Icenhour
Jason Payne
8
52.0
42.8
Boone Icenhour
Jason Payne
9
25.4
23.7
Boone lcenhour
Jason Payne
10
28.3
24.9
Boone Icenhour
Jason Payne
11
17.4
16.0
Boone Icenhour
Jason Payne
Total
272.2
234.6

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 1
ACRES
Gross
35.6
Net
29.3
OPERATOR
Jason Payne
OWNER
S & B
Sprinkle
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville NC 1970
LATITUDE: 35 54' 05" LONGITUDE: 81 08' 30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
I Corn sila e row crop

Land Application Sites City of Statesville
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AI-9-2
ACRES
Gross
37.2
Net
26.1
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville , NC 1970
LATITUDE:35 54' 05"
LONGITUDE: 81 08' 30"
SOIL SURVEY
Alexander ---jSHEET
NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam
CROP SYSTEM I
Fescue pasture
Wheelabrator Water Technologies Inc. Bio Gro Division

Land Application Sites City of Statesville
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AI-9-3
ACRES
Gross
18.5
Net
12.4
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville,NC 1970
LATITUDE: 35 54' 05"
LONGITUDE: 81 08" 30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam ( PcC2)
CROP SYSTEM I
Fescue qrass ha
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 4
ACRES
Gross
13.7
Net
11.8
OPERATOR
Jason Payne
OWNER
H. Brinkley
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 05" LONGITUDE: 81 08'30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
Fescue pasture and ha

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 5
ACRES
Gross
8.1
Net
6.7
OPERATOR
Jason Payne
OWNER
H. Brinkley
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 35"
LONGITUDE: 81 07' 35"
SOIL SURVEY
Alexander
SHEET NO.
7
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue pasture and ha

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 6
ACRES
Gross
21.4
Net
18.6
OPERATOR
Jason Payne
[OWNER
H. Brinkley
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970 & Millersville, NC 1970
LATITUDE: 35 50' 35" LONGITUDE: 81 07' 35"
SOIL SURVEY
Alexander
SHEET NO.
7 & 6
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
Fescue ha

Land Application Sites City of Statesville
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL9-7
ACRES
Gross
19.6
Net
11.0
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC (.QUAD
Stony Point,NC 1970
LATITUDE: 35 50' 30"
LONGITUDE: 61 06' 00"
SOIL SURVEY
Alexander
SHEET NO.
7
PREDOMINANT SOILS
Pacolet sandy clay loam ( Pc.,,-)
CROP SYSTEM I
Fescue grass
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 8
ACRES
Gross
52.0
Net
42.8
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 55"
LONGITUDE: 81 06' 00"
SOIL SURVEY
Alexander
SHEET NO.
7
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
Fescue pasture

Land Application Sites City of Statesville
FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AI-9-9
ACRES
Gross
25.4
Net
22.7
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point,NC 1970 & Hiddenite, NC 1970
LATITUDE: 35 52' 30" LONGITUDE: 61 06' 40"
SOIL SURVEY
Alexander --7SHEET
NO®
4 & 7
PREDOMINANT SOILS
Pacolet sandy clay loam ( PcC2)
CROP SYSTEM I
Corn Silage and Fescue arass
Wheelabrator Water Technologies Inc. Bid Gro Division

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 10
ACRES
Gross
28.3
Net
24.9
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Tayloersville and Hiddenite, NC 1970
LATITUDE: 35 53' 00" LONGITUDE: 81 07' 30"
SOIL SURVEY
Alexander
SHEET NO.
3 & 4
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
1 Corn sila a row crop

FIELD. DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 9 - 11
ACRES
Gross
17.4
Net
16.0
OPERATOR
Jason Payne
OWNER
B. Icenhour
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville and Hiddenite, Nc 1970
LATITUDE: 35 53' 00"
LONGITUDE: 81 07' 30"
SOIL SURVEY
Alexander
SHEET NO.
3 & 4
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
corn sila a row crop

A Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
Blo Qro Division
A WMX Technologies Company Tel. 205.664.BW
Southern Region Fax 205.6rA.7678
908 Belcher Drive
Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
Blo Oro Division
A WMX Technologies Company Tel. 205.664.BW
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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AWheelabrator Water Technologies Inc.
Blo Gro Divlslon
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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Blo Gro DIvIsIon
A WMX Tedmoloples ComM Tel. [phone]
SoufMm Raglm Fax [phone]
9W Belcher Drtn
Pelham, AL 35124
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Wheelabrator Water Technologies Inc.
Bio biro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124

Wheelabrator Water Technologies Inc.
Bio Ow Division
A WMX Technologies Company Tel. 205.664.BM
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
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RWPORT NUMBE
A&L EASTERN AGRICULT unAL LABORATORIES,
INC.
'
R265-071 7621 Whitepine Road - Richmond,.Virginia 23237-.(804) 743-,9401
Fax No. [phone]
II
0
ACCT # 90008
SEND BIO G"Y
SAMPLES
GRO SYSTEMS„ INC. R
To: ICENHOURT
SUBMITTED
ROBERT HAMIL70N
ATTN: JOHN SCADUTO GROWER: 2084-7120
BY: COPY TO: ROBERT HAMILTON
908 BELCHER DRIVE
PELHAM AL 35124
09/23/98 1
DATE RECEIVED 09/21/98
DATE OFREPORT PAGE SOIL ANALYSIS REPORT
DATE OF ANALYSIS 09/22/98
ORGANIC MATTER, PHOSPHORUS POTASSIUM ( MAGNESIUM .
SAMPLE LAB
CALCIUM
SODIUM �, pH ACIDITY C.E.C.
NUMBER NUMBER % ENR BRAY P1 BRAY P2 K MG
CA
NA SOIL BUFFER H
Ibs./A ppm RATE ppm RATE ppm RATE ppm RATE
ppm RATE ppm RATE pH INDEX meq/100g meq/100g
1 03001 2. 5., 95H 37 H. 42 M, 118 VH 61 M
260 L
4.5 6.8 1.4 3.5
2 03002 7.5 140V 127 VH 146 VH 168 VH 135 VH
490 L
4.7 2.3 6.3
.6.7
3 03003 5.3 1400 60 VH 67 VH 89 M 43 VL
160 VL. 4.2 6.4 5.2 6.6
4 03004 5.3 140V 33 H 41 M 134 VH 142 VH
470 L
5.3 6-8 1.7 5.6
5 03005 5.0 140V 43 VH 62 VH 99 M t 164 VH
770 M
6.5 6.9 0.4 .5.9
SAMPLE
PERCENT BASE SATURATION ',
NITRATE
SULFUR
ZINC
MANGANESE
IRON
COPPER
BORON
SOLUBLE
CHLORIDE t'
M04Y8-
NUMBER :• K :' Mg , . Ca Nq H NO, N SOq S ZN MN
% %
FE
CU B SALTS DENUM MO
C
IRATE
' % % % ppm RATE ppm RATE ppm RATE ppm RATE
1
ppm RATE
ppm RATE ppm RATE ms/cm RATE ppm RATE ppm
8.6 14.,5 37.0 39.9 12 M 1.3 L 12 M
25 H
1.7 H 0.3 V.
2 6.8 17.8 38.9 36.5 11 M 6.9 H 26 H
147 Vfl
2.0 H 1.3 H
3 3.5 5.4 12.1 78.9 17 H 3.3 44-"�29 H
57 Vil
1.7 H 0.6 M
4 6.1 21.0 41:8 31.0 10 M 6.8 H 27 H
19 H
2.0 H 0.7 M
5 4.3 23.1 65.2 7.4 5 L 9.0 V 16 1`1
13 H
2.9 H 0.9 M
Values'on this report represent the plant available nutrients in the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre).
This r prf applies to the sample(s) tested. Samples are retalned a
max+ Vnm of thi y days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High).
/TURAL
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity.L
LABORATORIES, INC.
�
To convert to Ibs/A, multiply the results in ppm by 2.
2A�Ie/4g*RN
See the back of this report for conversion factors and detailed
by
more information.
,_
rma Jones"

REPORT NUMB A&L EASTERN AGRI CULAL LABORATORIES, INC.
R265-071 ` 7621 Whitepine Road • Richmond, Virginia 23237 • [phone] r
Fax No. [phone]
cf
Do
SAMPLES
ACCT # 90008
SEND BIO GRO SYSTEMS. INC. ��t-o�oa�G
To: �Y-- R I CENHOURT SUBMITTED ROBERT HAMILTON
ATTN: JOHN SCADUTO GROWER: 2084-7120 BY: COPY TO: ROBERT HAMILTON
908-BELCHER DRIVE
PELHAM At- 35124
DATE RECEIVED 09/21/98
DATE OF REPORT 09/23/98 PAGE 2 SOIL ANALYSIS REPORT DATE OF ANALYSIS 09/22/98
SAMPLE LAB
ORGANIC MATTER PHOSPHORUS POTASSIUM i MAGNESIUM CALCIUM SODIUM pH ACIDITY. C.E.C.
-
NUMBER NUMBER % ENR BRAY Pi BRAY P2 K MG CA NA SOIL BUFFER H
Ibs./A ppm RATE ppm RATE ppm RATE ppm RATE ppm RATE ripm RATE pH INDEX meq/100g meq/100g
6 03006 4.9,_ 139VH 50 VH 74 VH 63 L 164 VH 760 M 6.3 6.9 0.6 6.0
7 03007 6.6 140V 24 M 27 M 103 H 158 VH 470 L 5.4 6.8 1.6 5.5
8 03008 6.9 140Vt 50 VH 56 H 155 VH 112 H350�VL 4.8 6.6 3.8 6.9
9 03009 1.8 81.M 20 M 26 M 67 M 92 VH 390 M 6.0 6.9 0.5 3.4
10 03010 2.4 91M 15 L 18 L 58 L 81 M 340 L 4.7 6.7 2.5 5.0
PERCENT BASE SATURATION NITRATE SULFUR ZINC . MANGANESE IRON COPPER. BORON SOLUBLE C` -
SAMPLE CHLORIDE MOLYB NUMBER K Mg Ca Na H NO, SALTS N SO4 S ZN MN FE CU g CL DENUM MO
% IN, % % % ppm RATE ppm RATE ppm RATE pprh RATE ppm RATE ppm RATE ppm RATE ms/cm RATE ppm RATE ppm RATE
6 2.7 22.9 63.8 10.6 5 L 20.0 VH 15 M 19 H 2.4 H 0.7 M
7 4.8 24.0 42.9 28.3 11 M 6.5 H 52 Vil 72 Vil 2.2 H 0.9 M
8 5.8 13.6 25.4 55.2 12 M 7.2 -H• `- 52 V 66 Vfl 2.0 H 1.0 M
9 5.0 22.5 57.1 15.4 6 L 3.0 ht 13 M 19 H 2.2 H 0.2 V
t.
10 2.9 13.4 33.7 50.0 16 H 1.0 Vif 8 L 17 H 1.9 H 0.3,V
t.
Values'on this report represent the plant available nutrients in the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre). Tnis r rt applies to the sample(s) tested. Samples are retained a
maafii m of thirty days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High). �,l A8,k STERN AGRICULTURAL LABORATORIES, INC.
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity. _
To convert to Ibs/A, multiply the results in ppm by 2.
See the back of this report for conversion factors and more detailed information. by / i ;, °! ✓� ,
- _ `� C. Norman Jones

REPORT NUMBE,
i A&L EASTERN AGRICULI w"AL LABORATORIES, INC.
R265-071 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone] IF
ACCT # 90008•
TO: N T° B I O GRO SYSTEMS, INC. � SAMPLES I CENHOURT SUBMITTED ROBERT HAMI LTON
ATTN: JOHN SCADUTO GROWER: 2084-7120 BY:
COPY 1"0: ROBERT HAMILTON
908 BELCHER DRIVE •
PELHAM AL 35124
DATE RECEIVED 09/21/98
DATE OF REPORT 09/23/98 PAGE 3 SOIL ANALYSIS REPORT DATE OF ANALYSIS 09/22/98
ORGANIC MATTER PHOSPHORUS POTASSIUM ' MAGNESIUM CALCIUM
SAMPLE LAB SODIUM pH ACIDIT)f C.E.C.
NUMBER NUMBER %, ENR BRAY P1 BRAY P2 K . MG CA NA SOIL BUFFER H
lbs./A ppm RATE ppm RATE ppm RATE ppm RATE ppm RATE ppm RATE. pH INDEX meq/100g meq/100g
11 .03011 3.0 106H 21 M 24 L 46 L 46 M 240 L 4.9 6.8 1.3 3.0
od . . 41 _
UMPLE
NUMBER
PERCENT BASE SATURATION
NITRATE
SULFUR
ZINC
MANGANESE
IRON
COPPER
BORON
B
ppm RATE
SOLUBLE
SALTS
CHLORIDE
MOLYB-
DENUM MO
K
M9
%
Ca
%
Na
%
H
%
NO3N
ppm RATE
SO4S
ppm RATE
ZN
ppm RATE
MN
ppm RATE
FE
ppm RATE
CU
ppm RATE
CL
ppm RATE
ms/cm RATE
ppm RATE
11
3.9
12.6
39.6
43.9
6 L
2.3 M
9 L
32 H
1.4 H
0.4 L
Values 'on this report represent the plant available nutrients in the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre). This report applies to the sample(s) tested. Samples are retained a
maximum ol•tltirty days after testing. Soil Analysis prepared by:
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High). A.d L EA fiFiN AGRICULTURAL LABORATORIES, INC.
ENR - Estimated Nitrogen Release. C.E.C. - Cation Exchange Capacity.
To convert to Ibs[A, multiply the results in ppm by 2. / ^
See the back of this report for conversion factors and more detailed information. by
C. Norman Jones

Soil Scientist Report
The sites contained in this package were evaluated using USDA - SCS soil survey data as well as
data from a series of holes hand augered on the various sites. Other information taken into
consideration were depth to bedrock, depth to seasonal high water table and pertinent
topographical features.
Topography
Slope on these sites are typical of this area of North Carolina. They range from almost level to
Approximately 10 % as the typical slope. This topography should not limit injection but surface
application of biosolids may be restricted in some areas.
Soils
In order to determine the suitability of the sites'for application of treated biosolids both the
agronomic as well as some of the engineering properties of these soils must be considered_ Many
of these properties can be determined by a review of the Soil Surveys published by the Soil
Conversation Service. An actual on - site investigation is necessary to confirm the information
found.The soils found on these sites are Cecil / Pacolette complex.
Hand auger borings were done at selected locations to determine the major soil type present.
These borings were evaluated for depth, color, texture, presence of restrictive horizons, and
seasonal high water table or bedrock the results of the auger borings are contained in this report.
The biosolids generated for these projects have been tested and verified as non -toxic, non-
hazardous, and suitable for application on agricultural land.
Based on the analysis of the biosolids nitrogen is the most limiting factor to their annual
application. At this nitrogen application rate sufficient phosphorus is also applied. The farm
operator will, however have to apply potassium due to the fact the sludge is deficient in this
element.The addition phosphorus will be determined by the results of the soil tests.
Salt additions at these application rates will not cause a problem because there will normally be
sufficient rainfall in these areas to leach them down through the soil profile and out of the crop
root zone.
The soil test results for these soils indicate that their cation exchange capacity falls within the 3.5
to 7.5 meq / 100 gram range. Based on this the most limiting metal in terms of cumulative loading
is molybdenum. At 9.8 dry tons / acre it would take 24 years of application to reach the

recommended limit.
The material proposed for application on these sites is an excellent source of nutrients. Neither
biosolid characteristics, site characteristics, nor soil characteristics should preclude use of these
sites in the land application program. With careful operation and strict adherence to both federal
and state regulations these sites should excellent for biosofid application.
SOIL
�. P
JU ����' e• � 'pGy `��, Licensed Soil Scientist (# 1025
s
TQ25 ��
�'�NORTH G�

Field #
Boring
Number
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
N isc
AL9-1
1
9/30
0-
7.5"
2.5
yr
4/8
CL
..........
............
..............
7.5"-
25"
lOR
4/8
CL
..........
............
..............
25"-
3 7"
lOR
4/8
CL
..........
............
..............
3711+
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
N isc
AL9-2
1
9/30
0-6"
5yr
5/6
SL
..........
............
..............
6"-
18"
IOR
4/8
SCL
..........
............
..............
18"-
41"
2.5yr
5/8
SCL
..........
............
..............
4111+
..........
............
..............
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
Bigh water
table
N isc
AL9-3
1
9/30
0-
10"
5yr
5/6
CL
..........
............
..............
1011-
27"
10yr
4/8
CL
..........
............
..............
27"-
42"
2.5yr
4/8
CL
..........
............
..............
4211+
..........
............
..............
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
MSC
AL9-4
1
9/30
0-
24"
2.5yr
3/6
CL
..........
............
..............
24"-
32"
IOR
4/8
CL
..........
............
..............
32"-
48"
IOR
4/8
..........
............
..............
Clay /
Saprolite
Comments:

Field #
Boring
Date
Depth
Color
Tcxtm
Depth
Depth to
Seasonal
M se
#
to
Mottling
High water
Bedrock
table
AL9-5
1
9130
0-6"
2.5y
SCL
..........
.............
..............
r 416
611-
10R
SL
..........
............
..............
11"
4/8
11 "-
..............
Saprolite
22"
M_
Heavy
31 "
Saprolite
AL9-6
1
9/30
Same
AS
Above

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High
water
table
MSC
AL9-7
1
9/30
0-10"
5yr
4/4
SL
..........
............
.............
1011-
34"
2.5yr
4/6
CL
..........
............
.............
34"+
2.5yr
5/8
CL
..........
............
.............
AL9-8
1
9/30
Same
as
Above
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
msc
AL9-9
1
9/30
0-6"
5yr
4/6
CL
..........
.:..........
..............
61-
18'
2.5yr
4/8
CL
..........
............
..............
18 "-
23"
1 Or
5/8
CL
..........
............
..............
23 "-
31"
1 Or
5/8
SCL
..........
...........
..............
Saprolite
31 "+
1 Or
5/8
SCL
..........
............
..............
Saprolite
Comments:

Field #
Boring
#
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High water
table
MSC
AL910
1
9/30
0-6"
2.5
Yr
3/6
CL
..........
............
..............
6"-
20"
1OR
4/6
CL
..........
............
..............
20"-
3111
IOR
4/8
CL
..........
............
..............
31+
Saprolite
Comments:

Field #
Boring #
Date
Depth
Color
Texture
Depth
to
Bedrock
Depth to
Mottling
Seasonal
High
water
table
NESC
AL9-11
1
9/30
0-3"
5yr
4/6
CL
..........
............
.............
31-
16"
1Or
4/6
CL
..........
...........
............
16"+
-
1Or
4/6
SCL
..........
............
.............
Saprolite
Comments•

FLOOD PLAINS
No fields for Boone Icenhour ( AL9) are located within the 100 year flood plain.

B&RODivision
ALWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAI
ADDRESS
PHONE: ( 9 G � ) /;2
OPERATOR NAME: /i (JP✓I ��
FARM LOCATION(S): ✓ S�f��3�
TOTAL ACRES: COUNTY: o,r
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed4n,graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for /l
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for 2 U months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for -_'5 6) days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limfted to a public contact site such as parks,
playgrounds and goff courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specHied
by the permitting authority.
4. 1 have also read the 'Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. I certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
OWNER S GNATORE (If signing
a representative, include title)
DATE
O WCWS-Bio Gro Division • 900 Fox Valley Drive, Suite 210 • Longwood, FL 32779 • 407/682-2272
❑ WCWS-Bio Gro Division • 12701 Lancaster Highway • Pineville, NC 28134 • 704/542-0937
BGDLOC • 5/95 WHITE: Regional Office CANARY: Landowner PINK: Farm Operator
r:..
3

BI I Division
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE: 1-4� "/.G
FARM OPERATOR:
ADDRESS:
PHONE: (gZg
FARM LOCATION:
TOTAL ACREAGE:
CROPS:
I agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> — do hen biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for _-3 0 days after the application of biosolids.
c. Food crops with harvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for _Z months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for 2Se- months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not. be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. - Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3: 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
a
,TOR'S SIGNATURE
AN
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRQNC • 5/95 WHITE: Regional Office CANARY Farmer

FIELD SUMMARY SHEET
NC AL 10
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
1
125
11.1
Van Houston
Owen Icenhour
TOTAL
12.5
11.1

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 10 - 1
ACRES
Gross
12.5
Net
11.1
OPERATOR
Owen Icenhour
OWNER
V. Houston
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 52' 30" LONGITUDE: 81 0700"
SOIL SURVEY
Alexander
SHEET NO.
7
PREDOMINANT SOILS
Cecil sandy clay loam (CeB2)
CROP SYSTEM
Fescue ha

AWheelabrator Water Technologies Inc.
Bio Oro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
A
BYE,
64
9
F' STATE sy w
`y CAR N 16 �,(. �m ¢ RAM
Z mq `q( < FARM RD
Z ¢Z 7 7 �F�,
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RD o x a � ACE
EN
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AES44),F,y KfR A 4.i 9 EtH O N04q'N6yC QO
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US �(
4.
M(V STERY L aN0° C50H
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ON N
NTH PS ( (I187) Kg/, rP 5 O
CO N7R MFICHE OR rok
ST. LN G,rj9 PG JI"'01 OPN 2
F
7E41U K (1662) EEK ¢
70 BURErre FOk RD OUR PARK R OCL,
JAY GAP
SRD
LIN 7 6N01
V 7
W
q i PAUL 90 9 920 BOWMAN LN t O JVLL GP'Ssl
(It Q E I
fN= ;CAR E. AR
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LACI
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ED,E'WOOD A
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7
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(1671)LN
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41

Wheelabrator Water Technologies Inc.
Blo Gro Division
A WMX Technologies Company Tel. [phone]
Soulhern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
iy
Afe
r ` �
r
;��'j[�' r'�•',., �"ham'
kir
• tea.. , !"� i • ,Y%ti
y�t
'•� - > is • -• • "� J�fnA � �'*y... •
._� R�' �. s Mgt'•.:' ��i
' Ott r��•����� ;lq. ,�<' �," . . ,t
r
Y . f,, <�� 3 f•� ✓♦ ' FF
'VAS ;
' t 1 •ti + • V• U "r• 71
' � •�. / p•�• • • .� tom.'• v ��� ••11 t a �r ,
N SCALE: l" = 660'
Owen Icenhour NC-AL1O-1
Site Map Scale 1" = 660'

Wheelabrator Water Technologies Inc.
Bio Gro Division
A WMX Technologies Company Tel. 205.664.B440
Southern Region Fax [phone]
908 Belcher Drive
Pelham, AL 35124
E: 1:24,000
TOPOGRAPHIC MAP
NC - AL10-1
PriNed. —L.1 war

�l
I

FLOOD PLAINTS
No fields for Owen Icenhour ( AL10) are located within the 100 year flood plain.

MAYOR
Dr. Glean R Deal
COMMISSIONERS
Ronnie Robinette
Bob Phillips
Franklin Watts
TOWN MANAGER
George B. Holleman
TOWN CLERK
Yolanda T. Prince
Tou'w of Tayforsville
204 Main Avenue Dr., S.E. • Taylorsville, N.C. 28681
Phone: [phone] • FAX [phone]
September 18, 1998
To whom it may concern:
The Town of Taylorsv-Ile hereby releases field site IIALB-3 from our
land application program. Effective Friday, September 18, 1998.
Total acres is 12.5 gross acres and 11.1 net acres.
David Robinette
Public Works Director
The Town of Taylorsville does not discriminate on the basis of race, color, national origin,
sex, religion, age or disability in employment or the provision of services.

B11 Division
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE:
FARM OPERATOR:
ADDRESS:
PHONE:( )" -_
FARM LOCATION:
TOTAL ACREAGE: COUNTY
CROPS:
1. 1 agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> when biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for ^Y h days after the application of biosolids.
c. Food crops with ha ested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for 1Z 4- months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for .70 days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. — Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
OPERATOR'S SIGNA RE
I'do—,?9- %d,'
DATE
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRQNC • 5/95 WHITE: Regional Office CANARY: Farmer

t
IEPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
R265-072 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND BIO GRID SYSTEMS, INC.
TO: ATTN: JOHN SCADUTO
908 BELCHER DRIVE
PELHAM AL 35124
)ATE OF REPORT 09/ 23 / 98 PAGE 1
M"
SAMPLES
ACCT # 90008
OWEN ICENHOUR 2084-7120 SUBMITTED ROBERT HAMILTON
GROWER: AL10 BY: COPY TO: ROBERT HAMILTON/V
DATE RECEIVED 09/21/98
SOIL ANALYSIS REPORT DATE of ANALYSIS 09 122/98
`SAMPLE
LAB
ORGANIC MATTER
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
ACIDITY
C.E.C.
% .'; ENR ,
BRAY PI
BRAY P2
K
MG
CA
NA
SOIL
BUFFER
H
l NUMBER ,.
NUMBER
IbsJA
ppm RATE
ppm RATE
ppm
RATE
ppm RATE
ppm RATE
ppm RATE
pH
INDEX
meq/100g
meq/1dog
1
03012
5.5 140VH
200 VH
238 VH
165 VH
164 VH
1120 H
6.9
0.1
7.5
PERCENT BASE SATURATION
NITRATE
SULFUR
ZINC
MANGANESE
IRON
COPPER
BORON'SA
SOLUBLE
CHLORIDE
MOLYB-
UMPLE
`..NUMBER
K
Mg
Ca
Na �
H
NO3 N
�
SO4 S
ZN
MN
FE
CU
B
SALTS
CL
DENUM MO
ms/cm RATE
ppm RATE
%
%
%
%
%
ppm 'RATE
ppm RATE
ppm RATE
m RATE pp
ppm RATE
ppm RATE
ppm RATE
ppm RATE
I1
5.6
18.2
74.7
1.4
5 L
21.0 V
36 H
22 H
8.9 VH
0.8 M
v0 Uva Uii Lila 1upult 1uplubuilt Ulu Plain avanauie nutrlenis In the Son.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre)
Rating after each value: VL (Very Low), L (Low), M (Medium), H (High), VH (Very High).
ENR — Estimated Nitrogen Release. C.E.C. — Cation Exchange Capacity.
To convert to Ib�'a- ^�ultiply the results in ppm by 2.
See the back report for conversion factors and more detailed informatiL
This reVort applies to the sample(s) tested. Samples are retained a
rnJ it um of thirty days after testing. Soil Analysis prepared by:
I /P'ql ASTERN AGRICULTURAL LABQRATQRIES, INC.
orman „

B1 Division
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. —
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OPERATOR NAME:
FARM LOCATION(S):
TOTAL ACRES:
COUNTY.
1. 1 understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for 3 4--*) days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvest d
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with' harvested parts below the surface of the land shall not be harvested for months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for _.a days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
&-.0 /o - ,? �
OWNER SIGNATURE If signi g as a representative, include title) DATE
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDLOC • 5/95 WHITE: Regional Office CANARY. Landowner PIN -/arm Operator

FIELD SUMMARY SHEET
NC AL 11
SITE
GROSS
ACRES
NET ACRES
OWNER
OPERATOR
1
35.4
24.8
David Mecimore
same
2
91.6
83.7
David Mecimore
same
3
15.9
13.7
David Mecimore
same
4
54.8
49.4
David Mecimore
same
TOTAL
197.7
171.6

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11- 1
ACRES
Gross
35.4
Net
24.8
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 20" LONGITUDE: 81 10" 20"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue hav and pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11 - 2
ACRES
Gross
91.6
Net
83.7
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 54' 20" LONGITUDE: 81 10' 20"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
Fescue hay and pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11 - 3
ACRES
Gross
15.9
Net
13.7
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Taylorsville, NC 1970
LATITUDE: 35 53' 00" LONGITUDE:81 08' 30"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue hav and pasture

FIELD DATA SHEET
PROJECT
City of Statesville
FIELD NUMBER
NC AL 11 - 4
ACRES
Gross
54.8
Net
49.4
OPERATOR
David R. Mecimore
OWNER
David
Mecimore
COUNTY
Alexander
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 35 50' 55" LONGITUDE: 81 06' 00"
SOIL SURVEY
Alexander
SHEET NO.
3
PREDOMINANT SOILS
Pacolet sandy clay loam (PcC2)
CROP SYSTEM
I Fescue hav and pasture

Wheelabrator Water Technologies Inc.
Bio Oro Division
A WMX Technologies Company Tel. [phone]
Southern Region Fax [phone]
906 Belcher Drive
Pelham, AL 35124
P y' O BY? W JIAIC C` Y� �� <N KE D-�
F
O ^ JI 90 0 v i= \0531) O
�,► 64 Q 3
qUi
V R �O 8 At�tpOo Y) e �'h r fOJrP D,tC fh F 1►.EPyp 0.
nTEgOq AP fAPti 7Ege q �9F EgCg7 YILLER� \1 LN(1
¢ (16a = qOq TbL N x HENDI
STATE S w z v � V D p0
16 ¢ RAM O O i TE
CAR N �'("p e G FARM RD w n¢¢ S O
= m91�� 3
O o J �. �% 7 77 9L�Z E`n Q "W ` ¢ L RTIN
RD o x a SI AC O (GH Tl Pl„ ` E<< w t=il'� LN
S ENE Vu x G' O^ 0 ) _
'R►G ' C\. 1q p E t,E U t,E So AYN C
7MMY F X ROUNDg RO F
f'lY KER <.i C'Yg4
i p FAIRVIEW N
CO
CqF (�Y O 7ZO� 1E�a ,kOFN P COLOMAt. EpGEWp00 9 90 OJ
TERM ESTA R L BLUEJAY D j6141
t
04S o00 off I„ a� O SEN � O t tTl
10 -1P ,Nt\.GP pC�s Jam„=, CQP q NOGq :\ Py ARD LN
\ EN
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Wheelabrator Water Technologies Inc.
Blo Oro Division
A WMX Technologles Company Tel. 205.664:8440
Southern Region Fix 205-664.7678
908 Belcher oriYe
Pelham. AL 35124

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Wheelabrator Water Technologies Inc.
Blo Oro Division
A WAD( Tedmologles ComM Tel. 205.664NO
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Bio Gro Division
' WMX Technoiogies Comoany Tel [phone]
Southern Region Fax 205,664 7678
908 Beiche! C!'ve
'emas• ,. 35124
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REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
A 3 0 9 - 21 1 7e21 Whitepine Road • Richmond, VIrginfa 23237 • [phone]
Fax No. [phone]
SAMPL£I1
SEND g 10 GRO SYSTEMS, INC, DAV 1 D MEC I MORE susMIMD
To: ATTN: JOHN SCAOL'TO GROWER: 2080-7120 BY:
908 BELCHER DRIVE AL11
PELHAM AL 35124
CATEOFREPORT 11/06/98 PAGE I
SOIL ANALYSIS REPORT
ACCT t
ROBERT HAMILTON
COPY TOt HAMILTON 8 MD
DATE RECEIVED 11/04/98
DATE OF ANALYSIS 11/05/98
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Values on this report represent the plant avalla ile nutrients In the soil.
Explanation of symbols: Values are expressed as % (percent), ppm (parts per million), or Ibs/A (pounds per acre).
Rating after each value: VL (Very Low), L (low), M (Medlum), H (High), VH (Very High).
ENR -- Estimated Nitrogen Rel )else. C.E.C. - Cation Exchange Capacity,
To convert to Ibs/A, multiply the results in ppm by 2.
.. - - .� _ ►.-L, ,.t t►.lo .&..nrt P^r nnr►.rm►flnn f■M. ara and more detailed Inforrnation.
-ble repon apply to the unple(t) Lsslod• Somptet •n worw
wxhurn 01 Ihfdy dfyt aRef tuttlaq, loll Analyttt propwad by:
A A L ILAeTM A0111CULTURAL LASORATORKS, INC.
C. onnan Joneq, r,

FLOOD PLAINS
No fields for David Mecimore ( AM1) are located within the 100 year flood plain.
* EAST END OF FIELD AL11-4 near creek will be in the buffer.

Program Management Plan
A. Geog-raphical Area Covered by Plan
The geographical area for the land application of the City of Statesville's biosolids are the
counties if Iredell and Alexander
B. Site Selection Criteria
Each potential land application site is reviewed by Wheelabrator Water Technologies Inc.
- Bio Gro Division (Bio Gro) on an individual basis to ensure the site meets USEPA and
state regulatory agency criteria. The evaluation criteria includes a suitable cropping
rotation (i.e. required Class B site restrictions can be met), soil types and topography are
suitable, and buffer zones to surface waters and wetlands can be maintained.
C. Site Management
Type of Equipment.
All truck units will be inspected, licensed, and marked as required for the purpose
of transporting biosolids. Biosolids will be transported in tankers for liquid
biosolids and dump trailers for dewatered. All transport vehicles are designed to
prevent leakage of biosolids onto roadways.
a. Liquid Operations:
Biosolids will be transported in sealed watertight units to approved land
application sites. The transport trucks will deliver the biosolids to high
flotation land application vehicles stationed in the field receiving
biosolids. The biosolids transfer will be through suction hose and the land
application vehicle will perform the biosolids distribution.
A summary of equipment that may be employed on the project is as
follows:
1.) One to seven truck / application units. The number will vary
depending on plant production and travel time to land application

sites.
2.) One to two high flotation land application vehicle of 2,000 to
4,000 gallon capacity (Terra Gator). The number will vary
depending on the configuration of land application sites.
b. Cake Operations:
The City of Statesville's biosolids are dewatered, they will be transported
in dump trailers equipped with front and rear splash guards and sealed tail
gates.
A summary of equipment to be employed on the project is as follows:
1.) One to seven truck units. The number will vary depending on
plant production and travel time to land application sites.
2.) One to two rubber tired front-end loaders.
3.) One to two cake spreaders with 10 to 14 wet tons capacity. The
number will vary depending on the configuration of land
application sites. The cake spreader boxes will be either a type
which can be pulled behind a tractor or the box will be mounted on
the frame of a high flotation vehicle.
Trucks will be cleaned on site as necessary to prevent tracking of mud or biosolids
onto public roads. In the event mud or biosolids are tracked out onto the road,
clean-up activities will be initiated immediately.
Acceptable locations for biosolids unloading (staging ) areas will be determined
case -by -case by the project/field manager. Consideration is given to the following
factors: elevation to avoid low spots, lack of slope, distance the application
vehicle must travel to apply the biosolids, and availability of truck access. In all
cases, staging areas are within required setback or buffer distances.
To ensure adequate control of the application rate for each site, the equipment
used for spreading the biosolids will be calibrated by measuring the amount
handled on a know square footage. The rate of discharge from the spreader box
can be controlled by both speed of the vehicle and the speed of the hydraulic ram
which pushes the biosolids into the beater drum, thereby achieving desired
application rate.
2

2. Procedures for Spreading and Incorporation:
a. Surface, surface with incorporation, and subsurface modes of application
may be employed in accordance with state requirements. Injection or
incorporation will be used in cases where Bio Gro has been notified in
advance that the vector attraction reduction requirement has not been met
at the treatment plant.
b. Biosolids will be applied in accordance with applicable state slope
restrictions.
C. The amount of biosolids applied will be limited to the annual allowable
rate per acre as determined by the state permit and agronomic nitrogen
requirements of the crop to be grown.
d. Buffer zones to surface water will be established and maintained in
accordance with 40 CFR Part 503.14 and state regulation. The most
restrictive of the two regulations will apply. All flagging of the land
application site is done in accordance with the NC permit by a NC
certified land applier. Also, Bio Gro utilizes a Pre- Operations checklist
insures that all permit specific buffering is done properly prior to the
commencement of land application activities.
3. Adverse Weather Conditions:
Operations will be discontinued during periods of inclement weather which would
result in bulk biosolids movement into surface waters.

AGRONOMISTS REPORT
Many factors nccd to be taken into considcration in order to dctcrminc sites' agricultural
suitablli y to receive biosolids. In this submittal we have taken into consideration soils, crop
I Lations, loading rates and nutricrit rcquircincnts.
e
.c,itc SCiCCtivi'i is vary il-ilportarit in the dctCiinmiation of sites uscabilitj in rcfCTcncc to crop t'y'PC
anu rotation. The crop type and cropping schedule are investigated prior to a site being
considered as a_potential receiver of biosolids. The sites in this aLLU11 LLal arc bCiiig punted in row
crops, and some hay and pasture. When applying to row crops biosolids will be applied prior to
planting or after harvest ( this would provide nutrients for the nexi planting'. Timing of
application is important with hay crops. Biosolids should be applied on these crops after hay
cutting.
The soil testing indicates that soil pH is moderately acidic on most sites and should be adjusted by
the addition of lime. The lime recommendations are generally made based on raising the pH to a
standard of 6.0. The nutrient requirements are a direct function of specific crop needs.
Recommendations found in the University System and Extension service publications for specific
annual nitrogen requirements for each particular crop being grown. This application rate will also
supply sufficient phosphorus for plant growth. Jn many instances such as with zinc and copper
essential micro -nutrients are also supplied to the plant. The resulting trace metal loadings at
nitrogen limited rates are minimal. Because of the low levels of metal additions there, is no cause
for concern with regard to concentration of metals in plant tissues. Salt additions at these
application rates do not pose a problem. In general salts are not a problem in humid and sub
humid regions because there is sufficient rainfall to leach them down through the soil profile and
away from the crop root zone.
The crops being grown on the sites in this submittal are primarily corn, small grains, hay and
pasture. There is no restriction on harvesting and marketing any of these crops other than there
shall be no animals grazing on applied fields for 30 days following application.
My review of the soil and crop rotations proposed for this project find the submitted sites to be
suitable for the land application of biosolids.
,10
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Wheelabrator Water Technologies Inc.
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HAMILTON ;nn j _=
IED PROFESSIONAL ,' e
:.; GFIONOMIST

FOURTH CREEK WWTP PROCESS DESCRIPTION
The Fourth Creek VAVTP, with a design capacity of 6 MGD, treats on the average 2.9 MGD.
The plant's flow is 609/o domestic and 40% industrial. Influent flow is screened through two
mechanically cleaned barscreens with 3/, inch openings and then pumped to two three million
gallon aeration basins. The aeration design and operation is extended aeration with aeration and
mixing provided by six platform aerators. From aeration, mixed liquor flows to three final
circular clarifiers in parallel. Clarified water is then disinfected through a chlorine contact
chamber/post aeration basin and discharged to Fourth Creek. Return activated sludge from the
clarifier is returned to the aeration basins by four return pumps or is wasted as waste activated
sludge to a two million gallon aerobic digester. Aeration and mixing in the digester is provided
by three platform aerators_ At the completion of digestion, sludge is pumped to a gravity belt
thickener (approximately 6% solids) and then to the plate and frame filter press and dewatered to
approximately 15% solids.
THIRD CREEK WWTP PROCESS DESCRUMON
Third Creek WWTP, with a design capacity of 4 MGD, treats approximately 2.1 MGD. The
plant's flow is 60°/O industrial and 40% domestic. Influent flows through two mechanical
barscreens with 1 inch openings. Screened influent is pumped to two, two million gallon
aeration basins. The aeration design and operation is extended aeration with aeration and mixing
provided by five platform aerators. After aeration, mixed liquor flows to two circular clarifiers
operating in parallel. Clarified water is then disinfected through a chlorine contact chamber and
discharged to Third Creek. Return activated sludge is returned from the clarifiers to the aeration
basins or is wasted to a one million gallon aerobic digester with surface aeration and mixing.
Digested sludge is dewatered through a belt press to approximately l S% solids.
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