WQ0006906_Regional Office Historical File Pre 2018

\0 INATF94G Michael F. Easley
Governor
9 William G. Ross,'Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
�i
Alan W. Klimek, Director
DIVISION OF WATER QUALITY Division of water Quality -
DIVISION
October 7, 2002
Mr. David Robinette, Public Works Director
Town of Taylorsville
204 Main Avenue Drive
Taylorsville, North Carolina 28681
Subject: Permit No. WQ0006906
Town of Taylorsville
Alexander County, NC
Dear Mr. Robinette:
Our records show that Permit No. WQ0006906 was issued on October 3, 2002 for the land
application of sludge generated by your wastewater treatment facility. The purpose of this letter is
to advise you of the importance of the Permit and the liabilities in the event of failure to comply with
the terms and conditions of the Permit. If you have not already done so, it is requested that you and
other appropriate employees thoroughly read the Permit.
The Permit sets forth specific performance standards, operation and maintenance
requirements, monitoring requirements, including annual reporting and groundwater monitoring
activities to be performed by the Permittee, plus general conditions applicable to non -discharge
permits. Failure to comply with the terms and conditions of the permit subjects the Permittee to
enforcement action pursuant for Section 143-215.6 of the North Carolina General Statutes. A civil
penalty of up to $10,000 per violation may be assessed for such violations.
Please note that the subject Permit expires on September 30, 2007. Condition No.VI, No.
7 of the Permit requires that a renewal request be submitted at least six (6) months prior to expiration.
Also the Permit is non -transferable until such time that the Permittee has requested a namechange
to the new Permittee.
As mentioned previously, the purpose of this letter is to advise you of the importance of your
Permit. Please read the Permit and contact this office at 704/663-1699 in Mooresville if you have, any
questions or need clarification. We look forward -to providing any assistance.
N —
Customer Service
1 800 623-7748
Sincerely,
1D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
FAX [phone]

OF W A rF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
r
=-i Alan W. Klimek, P. E., Director
E) < Division of Water Quality
October 3, 2002 =1C
MR. DAVID M. ROBINETTE, PUBLIC WORKS DIRECTOR
TOWN OF TAYLORSVILLE MT Q % 2002
204 MAIN AVENEUE DRIVE ;.
(� TAYLORSVILLE, NC 28681
Subject: Permit No. WQ p 0�
Town of Tay lor%sWP-- d dALI TYSETION
Town of Taylorsville Residuals Land
Application Program
Land Application of Residual Solids (503)
Alexander County
Dear Mr. Robinette:
In accordance with your permit modification and renewal application package received on
January 14, 2002 as well as the additional information received on January 17, 2002; and March 4, 2002;
we are forwarding herewith a modified and renewed Permit No. WQ0006906, dated October 3, 2002, to
the Town of Taylorsville for the subject residuals land application program.
This permit shall be effective from the date of issuance until September 30, 2007; shall void
Permit No. WQ0006906, issued on March 18, 1998; and shall be subject to the conditions and limitations
as specified therein. Make note of this permit's expiration date and the fact that a permit renewal
application is due to the Division of Water Quality (Division) no later than six months prior to that date
(i.e., see Condition VI. 7.), as the Division does not send reminders to apply for permit renewal.
This permit approves the continued operation of the residuals land application program for
another five-year cycle. Please note the change in site numbering system in this permit. As always,
remember to take the time to review this permit thoroughly, as some of the conditions contained
therein may have been added, changed, or deleted since the last issuance. -Pay particular attention to the
monitoring requirements in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, and/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 shall be in the from of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, North Carolina 27699-6714. Unless such demands are made, this permit shall be final
and binding.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper
Cd EN?

If you need any additional information concerning this matter, please contact Mr. J. R. Josh] by
telephone at [phone], extension 363, or via e-mail at [e-mail].
Sincerely,
j`or Alan W. Klimek, P. E.
cc: Mr. Martin E. Mabe, Synagro South, Inc.
Alexander County Health Department
Mo.oxesvill,e. Regional:Office=WateQuatity-Sectiong
Mooresville Regional Office -Groundwater Section
Central Office -Groundwater Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
Water Quality Central Files
NDPU Files
NDPU Residuals Program Coordinator
2

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION OF RESIDUAL SOLIDS (503) 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
Town of Taylorsville
Alexander County
FOR THE
continued operation of a residuals land application program 'for the Town of Taylorsville and consisting of
the land application of residuals generated by the residuals source -generating facilities listed in the most
recently -certified Attachment A to the land application sites listed in the most recently -certified
Attachment B with no discharge of wastes to surface waters, pursuant to the permit modification and
renewal application package received on January 14, 2002 as well as the additional information received
on January 17, 2002; and March 4, 2002; 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 apart of this.permit. _ .... _..
This permit shall be effective from the date of issuance until September 30, 2007; shall void
Permit No. WQ0006906, issued on March 18, 1998; and shall be subject to the following specified
conditions and limitations:
I. PERFORMANCE STANDARDS
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.
2. This permit shall become voidable if the soils of the land application sites fail to assimilate the
residuals adequately and may be rescinded unless the land application sites are maintained and
operated in a manner that will protect the assigned water quality standards of the surface
waters and groundwater.
3. 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.

4. In the event that the residuals land application program is not operated satisfactorily, including
the creation of nuisance conditions, the Permittee shall cease land applying residuals to the
site, contact the Water Quality Section of the appropriate Division of Water Quality's
(Division) regional office, and take any immediate corrective actions as may be required by
the Division.
No residuals other than those generated by the residuals source -generating facilities listed in
the most recently -certified Attachment A of this permit shall be approved for land application
in accordance with this permit.
The pollutant concentrations in any residuals that are land applied to any land application site
shall not exceed the following Ceiling Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per kilo ram.)
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
When residuals are land applied under the conditions of this permit, 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.
Only residuals that are generated by the residuals source -generating facilities that are
identified as being exempt from this condition in the most recently -certified Attachment A
shall not be required to comply with the specified pathogen reduction and vector attraction
reduction requirements.
8. Only the land application sites listed in the most recently -certified Attachment B of this permit
are approved for residuals land application.
This permit shall become voidable unless the agreements between the Permittee and the
landowners and lessees or operators of any land application sites listed in the most recently -
certified Attachment B of this permit not owned by the Permittee are in full force and effect.
These agreements shall be considered expired concurrent with the expiration date of the permit
and shall be renewed at the same time the permit is renewed.
10. The appropriate local governmental official (i.e., county manager, city manager, etc.) shall be
notified at least 24 hours prior to the initial residuals land application event to any new land
application site. In addition, the appropriate county manager's office shall be notified prior to
the initial residuals land application event on any new site so that they will be aware that
residuals land application activities have commenced on the site.

11. The Water Quality Section of the appropriate Division's regional office shall be notified at
least 24 hours prior to the initial residuals land application event on any new 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. A list of the Division's regional offices, their county coverage, and their
contact information may be downloaded from the web site at http://h2o.enr.state.nc.us/ndpu/.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities and land application sites shall be properly maintained and operated at all times.
2. Upon classification of the residuals land application program by the Water Pollution Control
System Operators Certification Commission (WPCSOCC), the Permittee shall designate 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 designate a certified back-up operator of the appropriate
type to comply with the conditions of 15A NCAC 8G .0202.
No residuals shall be stored at any land application site at any time, unless written approval
has first been requested and obtained from the Division.
4. A copy of this permit shall be maintained in all manned equipment at the land application sites
when residuals are being land applied during the life of this permit. A spill prevention and
control plan shall be maintained in all residuals transport and application vehicles.
5. When land applying residuals to any land application site, the following buffer zones shall be
maintained at all times:
a. 400 feet from residences or places of public assembly under separate ownership for
surface application methods; however, the buffer zone requirement may bereducedto a
minimum of 100 feet upon written consent of the owner and approval from the Water
Quality Section of the appropriate Division's regional office in Attachment B of this
permit;
b. 200 feet from residences or places of public assembly under separate ownership for
subsurface application methods; however, the buffer zone requirement may be reduced to
a minimum of 100 feet upon written consent of the owner and approval from the Water
Quality Section of the appropriate Division's regional office in Attachment B of this
permit;
c. 100 feet from any public or private water supply source, waters classified as SA or SB,
and any Class I or Class H 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;
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 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.
Some of the buffers specified above may not have been included in previous permits for this
residuals land application program. However, any land application sites that are listed in the
most recently -certified Attachment B of this permit, but were approved with different buffers
shall be reflagged to comply with these buffers.
Maximum slope for land application of residuals shall be 10 percent for surface application
methods and 18 percent for subsurface application methods.
7. Specific residuals land application area boundaries shall be clearly marked on each land
application site prior to and during a residuals land application event.
The metal loading rates on any land application site shall not exceed the following
Cumulative Pollutant Loading Rates (CPLRs):
Parameter
CPLR
(kilograms per hectare)
CPLR
founds per acre)
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
n/a
n/a
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
An acceptable pH shall be maintained in the soil, residuals, and lime mixture, greater than 6.0,
on all land application sites onto which residuals are land applied to ensure optimum yield for
the crops specified in Condition II. 13. The agronomist shall provide information on the pH
best suited for the specified crop and the soil type.
10. Should any of the residuals generated by the residuals source -generating facilities listed in the
most recently -certified Attachment A of this permit contain a high salt content (i.e., high
sodium adsorption ratio (SAR) of five or higher), the exchangeable sodium percentage (ESP)
or other method as approved by the Division, using the results from the annual soils analysis
as required by this permit, shall be monitored on all of the land application sites. The lecal
Cooperative Extension Office, the Department of Agriculture and Consumer Services, the
Natural Resource Conservation Service, a North Carolina -licensed Soil Scientist, or other
agronomist shall review the results and make recommendations regarding soil amendments
(e.g., gypsum, etc.) or other ameliorative mechanism for maintaining the integrity of the site in
terms of suitability for land application of residuals and maintaining conditions conducive to
crop growth. The Permittee shall implement such recommendations accordingly and shall
maintain written records of each monitoring event that includes details of the sites covered and
rate of soil amendment application.
2

11. Prior to land applying residuals to any land application site that has previously received or is
intended to receive animal waste (e.g., poultry litter, etc.) or other source of nutrients (e.g.,
fertilizer, etc.) 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 H. 13.) 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 land applied to the site.
12. A suitable vegetative cover, as listed in Condition II. 13., shall be maintained on land
application sites onto which residuals are land applied in accordance with the crop
management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services, the Natural Resource Conservation Service, or other
agronomist and as approved by the Division. ,
13. Residuals and other sources of PAN shall be land applied to all land application sites at
agronomic rates in accordance with the crop management plan outlined by the local
Cooperative Extension Office, the North Carolina Department of Agriculture and Consumer
Services, the Natural Resource Conservation Service, or other agronomist. Under no
circumstances shall the following PAN loading rates land applied to any site exceed the
following for the specified crops:
PAN
PAN
Crop
(pounds per
Crop
(pounds per
acre per year)
acre per year)
Alfalfa
200
Forest
75
(Hardwood or Softwood)
Bermuda Grass
220
Milo
100
(Hay or Pasture)
Blue Grass
120
Small Grain
100
(Wheat, Barley, or Oats)
Corn
160
Sorghum or Sudex
180
(Grain)
(Pasture)
Corn
200
Sorghum or Sudex
220
(Silage)
(Silage)
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, or
200
Rye Grasses
The Permittee shall apply for and receive a modification of this permit before land applying
residuals on any land application site that is to be established in a crop other than those listed
above. A maximum PAN loading rate for the desired crop shall be approved with the permit
modification.
If the land application sites are to be overseeded (e.g., bermuda grass in the summer and rye
grass in the winter with BOTH crops to receive residuals), then the second crop shall receive
an application of PAN 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 land
applied to these sites because the PAN will essentially be returned to the soil.
5

Residuals shall not be land applied at rates greater than agronomic rates, unless authorized by
the Division.
14. Animals shall not be grazed on any land application site for 30 days after any residuals land
application event. Sites that are to be used for grazing shall have fencing that will be used to
prevent access after each event.
15. Food crops, feed crops, and fiber crops that do not come in contact with the residuals shall not
be harvested for 30 days after any residuals land application event.
16. 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 any residuals land application event.
17. 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 any residuals land application
event when the residuals remain on the land surface for four months or longer prior to
incorporation into the soil.
18. Food crops with harvested parts below the surface of the land shall not be harvested for 38
months after any residuals land application event when the residuals remain on the land
surface for less than four months prior to incorporation into the soil.
19. Turf shall not be harvested for one year -after any residuals land application event.
20. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
residuals from the land application sites onto adjacent properties or into any surface waters.
21. Adequate procedures shall be provided to prevent surface runoff from carrying any land
applied or stored residuals into any surface waters.
22. Surface -applied residuals shall be plowed or disced within 24 hours after land application on
land application sites with no cover crop established.
23. For land application sites that are prone to flooding or within the 100-year flood elevation,
residuals shall be land applied only during periods of dry weather. The residuals shall be
incorporated into the soil within 24 hours after land application.
24. Residuals shall not be land applied during inclement weather or until 24 hours following a
rainfall event of 0.5-inch or greater in 24 hours. Any emergency residuals land application
measures shall first be approved in writing by the Division.
25. Residuals shall not be land applied to any land application site that is flooded, frozen, or
snow-covered.
26. 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 residuals land application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.

III. MONITORING AND REPORTING REQUIREMENTS
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. Residuals generated by each residuals source -generating facility listed in the most -recently -
certified Attachment A of this permit shall be analyzed to demonstrate that they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). A corrosivity,
ignitability, and reactivity analysis as well as a Toxicity Characteristics Leaching Procedure
(TCLP) analysis shall be conducted on residuals generated by each residuals source -
generating facility listed in the most recently -certified Attachment A of this permit. The
analyses shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and the results shall be maintained on file by the Permittee for a
minimum of five years. If residuals generated by a particular residuals source -generating
facility are land applied at a frequency less than that which is specified in the most recently -
certified Attachment A of this permit, the analyses shall be required for each residuals land
application event. Only residuals that are generated by the residuals source -generating
facilities that are identified as being exempt from this condition in the most recently -certified
Attachment A of this permit shall not be required to comply with this monitoring requirement.
The TCLP analysis shall include the following parameters (i.e., note the regulatory level in
milligrams per liter in parentheses):
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
-Trichloroethylene (0.5)-
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
After the residuals have been monitored as specified above
for two years at the frequency
specified in the most recently -certified Attachment A of this permit, the Permittee may submit
a request to the Division for a permit modification to request a reduction of this monitoring
requirement. In no case, however, shall the frequency of monitoring
be less than once per
permit cycle.

i
An analysis shall be conducted on residuals generated by each residuals source -generating
facility listed in the most recently -certified Attachment A of this permit. The analysis shall be
performed at the frequency specified in the most recently -certified Attachment A of this
permit, and the results shall be maintained on file by the Permittee for a minimum of five
years. If residuals generated by a particular residuals source -generating facility are land
applied at a frequency less than that which is specified in the most recently -certified
Attachment A of this permit, an analysis shall be required for each residuals land application
event. The 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 generated by a particular residuals source -generating facility have been
monitored for two years at the frequency specified in the most recently -certified Attachment A
of this permit, the Permittee may submit a request to the Division for a permit modification to
reduce the frequency of this monitoring requirement. In no case, however, shall the frequency
of this monitoring be less than once per year when a residuals land application event of
residuals generated by the residuals source -generating facility occurs during that year.
4. Residuals generated by each residuals source -generating facility listed in the most recently -
certified Attachment A of this permit shall be monitored for compliance with Condition I. 7.
The monitoring shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and data to verify pathogen and vector attraction reduction of the
residuals shall be maintained on file by the Permittee for a minimum of five years. 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). Only residuals
that are generated by the residuals source -generating facilities that are identified as being
exempt from Condition 1. 7. in the most recently -certified Attachment A of this permit shall
not be required to comply with this monitoring requirement.
Laboratory analyses as required by Condition III. 2., Condition III. 3., and Condition III. 4.
shall be performed/gathered on the residuals as they are to be land applied. Furthermore,
analytical determinations made pursuant to the monitoring and reporting requirements of this
permit shall be made by a laboratory certified by the Division for the required parameter(s)
under 15A NCAC 2H .0800 or 15A NCAC 211.1100.

6. Proper records shall be maintained by the Permittee tracking all residuals land application
events. 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 kilograms 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
k. Annual and cumulative totals of dry tons per acre of residuals as well as animal waste and
other sources of nutrients (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.
7. A representative annual soils analysis (i.e., Standard Soil Fertility Analysis) shall be
conducted on each land application site on which a residuals land application event in the
respective calendar year has occurred or is to occur, 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 Exchangeable Sodium Percentage (by calculation)
Calcium Magnesium Phosphorus
Cation Exchange Capacity Manganese Potassium
Copper Percent Humic Matter Sodium
Base Saturation (by calculation) pH Zinc
S. Three copies of all required monitoring and reporting requirements as specified in Condition
III. 1., Condition III. 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 residuals land application event to the following address:
NCDENR-DWQ
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
E

9. Noncompliance Notification:
The Permittee shall report by telephone to the Water Quality Section of the Division's
Mooresville Regional Office at 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 residuals land application program that results in the land
application of significant amounts of residuals that are abnormal in quantity or
characteristic.
b. Any failure of the residuals land application program resulting in a release of material to
receiving waters.
c. Any time that self -monitoring information indicates that the residuals land application
program has gone out of compliance with the conditions and limitations of this permit or
the parameters on which the program system was designed.
d. Any process unit failure, due to known or unknown reasons, that render the residuals. land
application program incapable of adequate residuals 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 shall outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
1. Land Application Site Requirements:
a. Each land application site identified with a GW-A in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
greater than three feet below the land surface. Residuals land application events may -
occur on these sites throughout the year.
b. Each land application site identified with a GW-B in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
between one and three feet below the land surface. Residual land application events on
these sites shall be prohibited from December through March, inclusive. No residuals
shall be land applied to these sites when the vertical separation between the depth of
residuals land application and the water table is less than three feet. The actual water
table depth for seasonally -restricted soils shall be verified by soil borings within 24 hours
prior to any residuals land application event that occurs from April through November,
inclusive. The number of borings advanced shall be sufficient to characterize water table
conditions across the land application site adequately. Any open borings shall be properly
filled with native soil, prior to the residuals land application event, to decrease the chance
of any residuals contaminating the groundwater.
ID
10

2. Applicable Boundary Requirements:
a. The COMPLIANCE BOUNDARY for residuals land application programs is specified by
regulations in 15A NCAC 2L (i.e., "Groundwater Classifications and Standards"). The
Compliance Boundary for each land application site is established at either 250 feet from
the residuals land application area or 50 feet within the property boundary, whichever is
closest to the residuals land application area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2L .0106 (d)(2).
b. The REVIEW BOUNDARY shall be established around each land application site
midway between the Compliance Boundary and the perimeter of the residuals land
application area. Any exceedance of Groundwater Quality Standards at the Review
Boundary shall require action in accordance with 15A NCAC 2L .0106 (d)(2).
Additional Requirements:
a. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
Prior to each residuals 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 sites 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 residuals land application events 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 residuals described
in the application and other supporting data.
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.
11

SYNA(t O
VICINITY MAP A Raidua1, Management Company
COU=NTY

1i SYNAGRo
APPLICATION AREA AtkP A ,
Ent— nr
`\ \
J.
- O O�•� ��r 1+.
i
nVDer !� - - • r�,_;,�� _ Scale: 1" _ On �
Yield N 1— �
Total Acres 5'f- -•. •
Net Acres
`' - t•,
— • —3
STREAM APPLICATION AREA =
= = = = =
PRIVATE ROAD
• —�
DRAIN ■ HOUSE
FORESTED AREA
WO
POND O OUTBUILDING
®
UNSUITABLE.
—��-- C—
MC& WELL
O
STORAGE AREA Q SOIL DESCRIPTION
SUITABLE FOR
INCORPORATIOr
S-IrA SLOPE

SOC PRIORITY PROJECT: Yes _No_X
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: J.R. Joshi
Date: January 16, 2002
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Alexander
Permit No.WQ 0006906
Mooresville # 01-122
Permit renewal and modification
PART I - GENERAL INFORMATION
l . Facility and Address: Town of Taylorsville
204 Main Avenue Drive
Taylorsville, NC 28681
2. Date of Investigation: January 10, 2002
3. Report Prepared By: Ellen Huffman, Env. Specialist II
4. Person(s) Contacted and Tel. Number: Mr. Martin Mabe, SYNAGRO, Inc 336/766-0328
5. Directions to WWTP(s): From the intersection of I-77 and I-40, travel west on I-40 to
hwy 64. Travel north on hwy 64 to Taylorsville. Turn left on Happy Plains Road. Turn
left on Minnington Road. The plant is at the end of the road.
6. Size (area permitted): 78.7 acres of new land, 62.5 acres renewed land, 319.6 acres deleted
land. Total land is 141.2 acres.
7. Topography (relationship to 100-year flood plain included): USGS map showing the site is
included in the permit package. Latitude: 35'16'55" Longitude: 80°00'31"
8. Buffer conflicts with location of nearest dwelling and water supply well: Yes _No X
Page I

Watershed Stream Basin Information for land application sites:
The new site is next to the Catawba River which is classified as C. The existing (permitted)
site is on Elk Shoals Creek, class WS-IV.
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
a. Residuals Volume: 150 dry tons per year (previous permit 85 dt/yr).
b. Types and quantities of wastewater: Domestic
C. Volume of residual storage: Described as 300,000 gallon digester (aerobic)
d. Estimated days of storage: 90 days
Please note that the last land application inspection (9-8-01) states that there is no sludge
storage.
2. Wastewater Treatment Facilities
a. Current permitted capacity of the facility: 830,000 gallons per day
b. Average daily flow of the facility: 335,166 gallons
C. Description of existing wastewater treatment facilities: N/A
C. Description of proposed wastewater treatment facilities: N/A
d. Types and quantities of industrial wastewater: none
3. Residuals handling and utilization/disposal scheme: Taylorsville has contracted with
SYNAGRO for land application services. SYNAGRO applies Taylorsville's sludge as a
liquid residual to fescue, corn and milo crops on area farms.
PART III - OTHER PERTINENT INFORMATION
Important SOC, JOC or Compliance Schedule dates: N/A
2. Other Special Items: No.
PART IV - EVALUATION AND RECOMMENDATIONS
This application is for a renewal (with modification) for the land application of sludge from the
Taylorsville wwtp. The renewal requests removal of 319.6 acres of the 393.2 acres in the current
permit, and the addition of 78.7 new acres. The renewal permit will reflect a change from 563
acres to 141.2 acres. The renewal also notes buffer changes and net -acre changes in existing
fields 1 and 2 for Owen Icenhour. Both the Icenhour farm and the Fox farm fields contain rolling
hills with areas that have > 10% slopes. These fields have now been properly buffered. The
changes have resulted in a 1.0 acre increase for field 1 and a 12.1 acre decrease for field 2.
Page 2

The fields were inspeced during a site visit on January 10, 2002, which resulted in several small
changes to the application maps. In field NC CA 15 # 3, a small pond was added to an already
buffered area. Several (small) buffer changes were also made. New maps reflecting these changes
were prepared by SYNAGRO and 4 copies are attached with this report.
This renewal also reflects an increase in the number of dry tons permitted from 85 to 150 dry
tons per year. This more accurately reflects the amount of sludge produced by the wwtp. A
review of the annual reports shows 84.43 dry tons were land applied in 1999 and 99.23 in 2000.
This Office recommends that the permit be renewed reflecting the requested modifications.
/ � n
Signature of Rdpor't Pre pafer
Water Quality Regional Supervisor
J `i
Date
Page 3

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
TO: i °� A.TT 14e% le%*
f! 40reSV1 Ile, e J Regional Office
_ , 1.
FROiti1: J 0 %Yl Ca W.' �,�C r cl,'
SUBJECT: Application for _ Permit Renewal, _
tVesv Permit
CO3NLIIENTS:
RECEIVED
17 2QOl
tic Depr
AND���ESy IUR
E��W EAR
�►CRAL � SSE
Permit Amendment
Repafi/Alteration of Exist. Disposal System [DEH]
Facility Name: T;:,- �-/ lors; U! ! rs / Dim o1 O
County: X Q t/1
Type of Project: 31 p .SO /I �S Z-Qoo � l� C�—T7U✓%
APPLICABLE PERil1IT NO.s: WQ 60 qOO , GW Qf oZ
DEH
EPA (CONST. GRANTS)
ANIMAL WASTE (DWQ)
AtoC
The Groundwater Section has received ONi`Y ONE (11 copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED N THE REGIONAL OFFICE, PLEASE LET ME
KNOW.
The Groundwater Section has received ONLY ONE (11 copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED N THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents rve received is attached.
Please review the application materi is for ompleteness. If you feel additional information is necessary, please
let me know no later than % �-% D A copy of any formal request for additional information
will be forwarded to you.
If you do n t ne d any additional information to complete your review, please provide your final comments
by / �q 2(�O 2 If you request and/or receiver additional information, Y sir final eommmu
\9-98TPAN.SHL (rev. 9/29/98)

Division of Environmental Management
�zb �� l
Date
MEMORANDUM
D,eL. GvG 116
To: Bob -Cheek, Supervisor
Permits & Compliance Unit
Groundwater Section
From: �� ���� , Project Engineer
Permits, & Engineering Unit
Water Quality Section
Subject: Groundwater Review �� d�� 9
Non -Discharge Application No.
Facility Name: '7_� Gv h 0 �' 77 y lrNs vi /,l-C,
County:�eG�
(GW #
Attached you will find plans, specifications, and supporting information
for the above project.
Please let me know whether you will or will not be conducting an
extensive review of the subject project by
If I can provide additional information, please contact me at ext. 3 6
Will
(1) The Groundwater Section Awill not* conduct an Niue
review of the subject.
* Groundwater Section will not review application for the reason
listed below:
(2) A request for additional information will be forwarded to you by the
reviewer listed below.
GW Reviewer: � r1 �U �A) "wDate: c�
9/6/90

-,( (' W /
' GROUNDWATER SECTION \� J C r a �Z
DIVISION OF ENVIRONMENTAL MANAC«: E.NT
RECORD OF WASTE DISPOSAL PE-FiMIT APPLICATIONS F.EVIEW
REVIEW BY ��tZ�� DATE E /) / % G' 2 FiELD INVESTICA I ION? (Y/N)
=ACILITY NAME ✓ �� -v ���-G� COUNTY "��--
_OCATION
TYPE OF DISPOSAL SYSTEM (LAGOON, ETC.) DESIGN CAP. (CPD) Y �� •�
DESCRIPTION OF FACILITY ;� '
SiL OF IMPOUNDMENT FT. SO.) &/OR SIZE OF APPLICATION AREA
NC Sit: SOI 1RCE: MUN. SLUDGE- MUN. W. WATER: PRIMARY '- SECONDARY TERTIARY
IND. SLUDGE -IND. WELL WATER T HERS:
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM % < F1i., WEI I "' FT.
:-_OR WELL TYPE OF USE DEPTH PUMP RATE (EST.)
NHAT DESIGN CONDITIONS WILL REDUCE fNCREASE CHANCE OF CW CONTAMINATION:
NHAT NATURAE SITEE CONDITIONS WILL REDUCEiRaCR ___C,yANCE OF CW CONTAMINATION:
ram -
DEPTH TO: EEDROCK > /- FT., SEASONAL HIGH W.T.
SURFiCIAL AQUIFER
CEN. L..7i HOLOG'f
- L ❑ OFASUP, ED
HYD. COND. F T JDAY [ `, j:EE I IMA l ED
F
THICKNESS �- Tt_�
40. OF MONI i -n WELLS: PROPOSE7: UP DOWN
_ROM WORKS'H,EE : SITE NUMERICAL DESCrRIPTION= -
ri., ANNUAL W.T. FLUX �.
EEDROCKiARTESiAN AQUIFER
� MEASURED
/ i 1DAY C ESTIMATED
EXISTING: OF DOWN L'
'I 1 2 6 6A 68
SITE E GRADE (HYDROCEOL) = C
~OPOSED SAMPLING SCHEDULE & PARAMETER(S):
SITUATION C tA.DE= C
,AVE THE=,E EE=N ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES NO 4
'.AS ANY ENFORCEMENT ACTION BEEN TAKEN? YES NO DATE E OF ACTION:
?RIFF SUMMARY OF ENFORCEMENT ACTION -11 AKEN:
'IDAAr,KSi RECOMMENDA 110NS (Continue on reverse, If necessary):
C�'T✓.'—r e�+i-,� /•/% �!✓— 1��:/.�' = G"'�--� —:—. .�i-- !?�-.�.1 �_i �.i� _� ,- —,.�. cam_ _ � _ ..�'..�' _
4
sic Fi 1 // N%
It � .
Revised C4,ge HYD. REGIONAL SUPERVISOR

TO Off' TAVLORSVILEE
Taylorsvilleg NC
Summary of Sites
Renewal Sites
Site No. Owner/Lessee Application Area
(area excluding buffers)
I
Alexander County
NC-AL-8-1 * Owen Icenhour 20.7
NC-AL-8-2* 20.6
NC-AL-8-3 11.1
NC-AL-8-4 10.1
Total for site 8 62.5 acres
*Note — Field NC-AL-8-1 was previously permitted as 19.7 net acres, however 1.0 net acre has
been added due to clearing over the last year. Field NC-AL-8-2 has been reduced from 32.7 to
20.6 net acres due to additional buffers associated with a creek, property lines, road buffer, and
steep slopes.
i
Total acreage renewed this application 62.5 acres
C'
i
J

TOWN OF TA17LORSVILLE
Taylorsville; NC
Summary of Sites
Proposed Sites
Site No. 0wner/Lessee Application Area
(area excluding buffers)
Catawba Count
NC-CA-15-1
Conley Fox.
11.2
NC-CA-15-2
4C3.7
NC-CA-15-3
cc7.9
NC-CA-15-4
cc4.9
NC-CA-15-5
941.4
NC-CA-15-6
4C5.9
NC-CA-15-7
cc19.3
NC-CA-15-8
9912.9
NC-CA-15-9
C41.7
NC-CA-15-10
Cc1.9
NC-CA-15-11
cc7.9
Total for site 5
78.7 acre
Total acrea,e proposed this application 78.7 acres

TOWN OF TAYLORSVILLE
Taylorsville, NC
Summary of Sites
Deleted Sites
Site No. Owner/Lessee Application Area
(area excluding buffers)
Alexander County
NC-AL-4-1 Robert L. Marshall 2 3. 1
NC-AL-4-2 cc15.5
NC-AL-4-3 Robert L. and William H. Marshall 11 4
Total for site 4 50.0 acres
NC-AL-5-1
Donald G. Payne
10.3
NC-AL-5-2
cc11.8
NC-AL-5-3
cc12.9
NC-AL-5-4
cc12.8
NC-AL-5-5
`c
12.5
NC-AL-5-6
12.1
NC-AL-5-7
12.1
NC AL-5-8
6.0
NC-AL-5-9
73.0
NC-AL-5-10
7.4
- NC-AL-5-11
6.0
NC-AL-5-12
5.2
NC-AL-5-13
4.5
NC-AL-5-14
3.4
NC-AL-5-15
7.8
NC-AL-5-16
11.4
NC-AL-5-17
8.3
Total for site 5
217.5 acres
NC-AL-7-1 Rodnev Herman 52.1
Total for site 4 52.1 acres
Total acreage deleted this application 319.6 acres

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
January 28, 2002
MEMORANDUM
To: Kim Colson
cc: M' '� att-Heller 1
Through: Debra Watts 0 e
From: Thomas E. Cadwallader, P.E.
Subject: Taylorsville, Town of / Land Application of Residual Solids
Alexander County
WQ0006906/GW01222
K E C E
FEB 0 6 2002
NOORIV DEPt. OF envir-�MEMT
CSWLIU� RE86URCES
1Rt,! C REr; O�ti�;C OFFICE
The Town of Taylorsville Wastewater Treatment Plant generates aerobically digested biosolids for land
application. This permit renewal proposes to make several program changes as follows:
1. Delete approximately 330 acres of its previously permitted 393 acres resulting in the
retention of 63 net acres in four fields owned by Owen Icenhour,, &lds deleted include;
Robert L. Marshal 50 acres
R. Herman Dairy 52.1 acres
Donald G. Payne 217.5 acres
Icenhour buffers 11.1 acres
Total Deleted
330.7 acres
2. Add 78 acres in 11 fields owned by Conely Fox resulting in a total permitted acreage of
141.2, and
3. Increase the source capacity from 85 dry tons per year '(DT/Y) to 150 DT/Y.
The Groundwater Section has reviewed the subject renewal. permit application and recommends re -
issuance of the permit with the following conditions:
GW01222.doc
Page 1 of 3
Rev. Jul-01

APPLICATION AREAS COVERED BY THIS PERMIT
NC-AL-8-1
Owen Icenhour
Alexander
existing
20.7
GW-A
1 & L
NC-AL-8-2
Owen Icenhour
Alexander
existing
20.6
GW-A
1 & 2
NC-AL-8-3
Owen Icenhour
Alexander
existing
11.1
GW-A
1 & 2
NC-AL-8-4
Owen Icenhour
Alexander
existing
10.1
GW-A
1 & 2
NC-CA-15-1
Conley Fox
Catawba
new
11.2
GW-A
3 & 4
NC-CA-15-2
Conley Fox
Catawba
new
3.7
GW-A
3 & 4
NC-CA-15-3
Conley Fox
Catawba
new
7.9
GW-A
3 & 4
NC-CA-15-4
Conley Fox
Catawba
new
4.9
GW-A
3 & 4
NC-CA-15-5
Conley Fox
Catawba
new
1.4
GW-A
3 & 4
NC-CA-15-6
Conley Fox
Catawba
new.
5.9
GW-A
3 & 4
NC-CA-15-7
Conley Fox
Catawba
new
19.3
GW-A
3 & 4
NC-CA-15-8
Conley Fox
Catawba
new
12.9
GW-A
3 & 4
NC-CA-15-9
Conley Fox
Catawba
new
1.7
GW-A
3 & 4
NC-CA-15-10
Conley Fox
Catawba
new
1.9
GW-A
3 & 4
NC-CA-15-11
Conley Fox
Catawba
new
7.9
GW-A
3 & 4
Total Area
141.2
Note: Basis of Approval for the indicated field is Condition GW-A as follows:
GW-A. These sites are dominated by soils with mean seasonal high water tables greater than
three (3) feet below the land surface. Application of residuals may occur throughout the year.
1) Applicable Boundaries:
a) The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted after December 31, 1983 is established at either 250 feet
from the waste disposal area, or 50 feet within the property boundary, whichever is closest to the
waste disposal area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action according to 15A NCAC 2L
.0106(d)(2).
b) The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards
at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).
2) Additional Requirements:
GW01222.doc Page 2 of 3 Rev. Jul-01

Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
If there are any questions please call Tom Cadwallader at 919-715-6173.
Attachments: FIGURES 1,2,(Iccnhour Fields) and 3, 4 (Fox Fields)
GWO1222.doe Page 3 of 3 Rev. Jul-01

0

FIGURE 7,
Owner
...-3 STREAM 1
DRAIN
POND
FENCE
STORAGE AREA

�Sa, j;f '�{ �` .S
� '� �'i,,,lx y� i � 6 r a - ., t rf yrL l,-'.• , }F�`,+
y trZ�. l
�ht Fr - 1ar�r^r1.r '4•v`ile'' Ji`�` f� K��+tiT `.' r f p?
Irr
'.5 wuc t✓. 1 �'-. r Y r� ., s1.. /► 1 � � i 1 K �� YY d
r .� ;+T�..TY
����
'� ,rr,,�a � ' "`e taro +�a �`.t� � i � �, �`•�i/; .r't - < J
�r
._ina :e.i r�:.Y. .t'fi}+ e... • r"L�"' .i•r.� :.. 4s,. L ,i 1L�'ai A.
Lk
p 3 ryry
SOACM,`.�'� w K Ya•'T4.+ r'^='_,�,i'� \ttt��
EK°iLt r'�yl1y�;',' i S(,r, 3:• 4" 1[ �'- '4 �ttr'6�I��'�Y-.-
i
Y � v'• 'S -icy F
Sri7pg
t 1 f t + ` `ti"•�i
i 5:+
DIM,
�r nR,'r
t �
't
rF'�

APPLICATION AREA MAP
A R,; FIGI TR F, d
i v�ci►.. i --- (n(O_V 1'LULU ft I—, `
Total Acres G�u,,,,,�.,� Net Acres .5p-- 9
STREAM (�J
APPLICATION AREA =
- _ _ =
PRIVATE ROAD
' -'--i
DRAIN
®
HOUSE
FORESTED AREA
POND
O
OUTBUILDING
UNSUITABLE
"
FENCE
0
WELL
OSTORAGE
AREA
Q
SOIL DESCRIPTION
SUITABLE FOR
INCORPORATION,
8-I2% SLOPE

i
rnr aovvozs oc
3DNU
Qxoa 0
NmQ .

APPLICATION AREA MA -P
Total
Acres_ aNet Acres
STREAM
APPLICATION AREA =
_ _ _ _ =
PRIVATE ROkD
DRAIN
®
HOUSE
�
FORESTED AREA
POND
O
OUTBU[LDING
UNSUITABLE
FENCE
\VELL
STORAGE AREA
Q
SOIL DESCRIPTION
SUITABLE FOR
INCORPORATION,
8-12% SLOPE

ate of North Carolina
epartment of Environment -L
and Natural Resources \\�'
Division of Water Quality b
c Michael F. Easley, Governor
William G. Ross Jr:, Secretary
Gregory J. Thorpe,.Ph D., Acting Director
TOWN OF TAYLORSVILLE
DAVID M ROBINETTE
204 MAIN AVENUE DRIVE
TAYLORSVILLE NC 28681
Dear Mr. Robinette:
,�' llkf'�WAJ
, &14 612
,NCDE . R..'
NORTH CARLOL`®® I�V'� L9EPA*Mr`-IS$-'6&CE88
ENVIRONMENT
December 12, 2001
DEC 1 4 2001
Subject: Acknowle&ih Ri a 1 p�V l a i ET1 g a
WQ0006906
Land Application System
Alexander County
The Non -Discharge Permitting Unit of the Division of Water Quality (Division) acknowledges receipt of
your permit application and supporting materials on December 5, 2001. This application package has been.
assigned the number listed above.
Your application package has been assigned to J R Joshi for a detailed review. The reviewer will contact
you with a request for additional information if there are any questions concerning your submittal.
If you have any questions, please contact J R Joshi at 919-733-5083 extension 363. If the reviewer 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 INQUIRIES ON
THIS PROJECT.
Sincerely,
s
Fm H. Colson, P.E.
pervisor, Non -Discharge Permitting Unit
cc: ,� �c�ssF�TN�l ,e Tonal te' uallty Section
Permit Application File WQ0006906
-�34-s-6 z3
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

G 14
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
NIR. i. THOU' AS Lt.:NDY, COUNTY NIANAG;~R
C O1'NTY OI- CATA`'~ BA
BOX �89
NEWTON. NC ?865S
Dear Mr. Lundy:
WL
14CD R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DF-1" 1 €, 2001
` ,•� 1 t;l jI
Subject: Permit Application No. WQ0006906
Town of Taylorsville
Land Application of Wastewater
Treatment Residual Solids
Alexander and Catawba County
The Division of Water Quality has received an application from Town of Taylorsville for the land application of
residual solids from the treatment of wastewater to their sites in C:atwha County. This Division will ensure that all federal and
state regulations are enforced.
Maps of the sites are available at the Division's Mooresvill- Regional Office. Please contact Rex Gleason, Water
Quality Supervisor, at (701) 66'-1699 for more information. Should you desire to comment on this application as it relates to
your interests. please do so no later than J ;nuary l ". 2003.
If you have any questions or comments. please contact JR Joshi at [phone] extension 363.
Sincerely,
✓ 1.
��. Kim Colson, P.E., Supervisor
Non Discharge Permitting Unit
cc: Supervisor
Permit File W Q0006900
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

SYNAGRO
A Residuals Management Company
APPLICATION FOR RENEWAL
PERMIT # WQ0006906
BIOSOLIDS LAND APPLICATION PROGRAM
TOWN OF TAYLORSVILLE
TAYLORSVILLE, NORTH CAROLINA
A better tomorrow for our Client Triangle: The GENERATOR, The LANDOWNER, and The
ENVIRONMENT
Prepared by:
SYNAGRO SOUTHEAST
P. O. Box 1770
Clemmons, NC 27012
Toll Free: 1.877.267.2687
Fax: [phone]

p SYNAGRO.)
A Residuals Management Company
November 5, 2001
N.C. Department of Environment and Natural Resources
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
rVEI)
VV��TFW 0UAI_ITY8ECT1QN
5
Mon -Discharge permituna
NC DEPT. 07 �C31 iri�74 S,u'i
;s
ATTENTION: Mrs. Shannon Thornburg DEC 1 4 2001
REFERENCE: RENEWAL OF PERMIT NO. WQ0006906
Town of Taylorsville
r•Q,s_y ��``��,,,, • a z v�rj,rtr R: 4'roc�i;S`'.�i
Dear Mrs. Thornburg:
The Town of Taylorsville Biosolids Land Application Program is managed by Synagro
Southeast, Inc. (Synagro). Synagro would like to renew / modify the current Non -Discharge
Permit No. WQ0006906 on behalf of the Town of Taylorsville. With this renewal / modification
we wish to delete approximately 319.6 buffered acres of the 393.2 currently permitted acres to
bring the current total to 62.5 buffered acres (reference Section I). We have also proposed 78.7
net acres as potential receiver sites. Please note that Synagro is requesting to increase the
currently permitted DT from 85 to 150 DT/Yr. This increase in DT will better reflect the current
production at the plant. Calculations within Section II (LARS Application Form) indicate that
sufficient acreage is available to handle the annual biosolids production.
Your prompt attention in the review of this permit renewal would be greatly appreciated. Please
contact us immediately if you require any additional information or have questions regarding the
review of the permit modification.
Sincerely,
SYNAGRO SOUTHEAST, INC.
Martin E. Mabe Robert P. Willcox, Jr., L.S.S.
Technical Services Manager Operations Director
utheast, Inc.
Enclosure: Permit Renewal PA03 -AW
220-A Hackers Bend Court, Winston-Salem, NC 27103 • : [phone] • Fax: [phone] • Toll Free: [phone]
cc: Brian Eades, Town of Taylorsville

Fable of Contents
Section # Title
Section I Summary of Sites
Section II LARS
Section III Residual Analysis
TCLP Analysis
Total Nutrient Analysis
Pathogen and Vector Attraction
Reduction Monitoring
Section IV WWTP Information
Section V Residuals Transport and Application
Spill Control Plan
Section VI Agronomist Report
Soil Scientist Report
Section VII Renewal Sites
Site Summary
Vicinity Map
Application Area Map
Soil Test Analysis
Agreement Forms
Cumulative Loadings

TOWN OF TAYLORSVILLE
40 - Taylorsville, NC
Summary of Sites
Renewal Sites
Site No. Owner/Lessee Application Area
(area excludinLy buffers)
Alexander Coun
NC-AL-8-1 * Owen Icenhour 20.7
NC-AL-8-2* 20.6
NC-AL-8-3 11.1
NC-AL-8-4 10.1
Total for site 8 62.5 acres
*Note — Field NC-AL-8-1 was previously permitted as 19.7 net acres, however 1.0 net acre has
been added due to clearing over the last year. Field NC-AL-8-2 has been reduced from 32.7 to
20.6 net acres due to additional buffers associated with a creek, property lines, road buffer, and
steep slopes.
Total acreage renewed this application 62.5 acres
Z�]

TOWN OF TAYLORSVILLE
Taylorsville, NC
Summary of Sites
Deleted Sites
Site No. Owner/Lessee Application Area
(area excluding buffer
Alexander County
NC-AL-4-1 Robert L. Marshall 23.1
NC-AL-4-2 6615.5
NC-AL-4-3 Robert L. and William H. Marshall 11 4
Total for site 4 50.0 acres
NC-AL-5-1
Donald G. Payne
10.3
NC-AL-5-2
cc11.8
NC-AL-5-3
cc12.9
NC-AL-5-4
6912.8
NC-AL-5-5
9612.5
NC-AL-5-6
cc12.1
NC-AL-5-7
6412.1
NC-AL-5-8
466.0
NC-AL-5-9
6473.0
NC-AL-5-10
947.4
NC-AL-5-11
6.0
NC-AL-5-12
cc5.2
NC-AL-5-13
4.5
NC-AL-5-14
3.4
NC-AL-5-15
7.8
NC-AL-5-16
11.4
NC-AL-5-17
8.3
Total for site 5
217.5 acres
NC-AL-7-1 Rodney Herman 52.1
Total for site 4 52.1 acres
Total acreage deleted this application 319.6 acres

TOWN OF TAYLORSVILLE
Taylorsville, NC
Summary of Sites
Proposed Sites
Site No. Owner/Lessee Application Area
(area excluding buffers)
Catawba County
NC-CA-15-1
Conley Fox
11.2
NC-CA-15-2
3.7
NC-CA-15-3
7.9
NC-CA-15-4
4.9
NC-CA-15-5
1.4
NC-CA-15-6
5.9
NC-CA-15-7
19.3
NC-CA-15-8
12.9
NC-CA-15-9
1.7
NC-CA-15-10
1.9
NC-CA-15-11
7.9
Total for site 5
78.7 acres
Total acreage proposed this application 78.7 acres

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
!�
LAND APPLICATION OF RESIDUAL SOLIDS
I -_
This application is intended for facilities which are will be regulated under 40 CFR Part` 03
to
rn
I. GENERAL INFORMATION
'J
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Town of Taylorsville
2. Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
David M. Robinette, Public Works Director
3. Mailing address: 204 Main Avenue Drive
City: Taylorsville State
Telephone: ( 828 ) 632-2218
4. Application Date: September 2001
North Carolina Zip: 28681
5. Fee Submitted: $ 205.00 [The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
6. Specify whether these residuals will be land applied to: X agricultural lands, forest, public contact sites,
reclamation sites; (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the "DISTRIBUTION OF RESIDUAL SOLIDS" should be completed rather than this application.)
7. If the alternative for residual disposal consists of "surface disposal" as defined under 40 CFR Part 503, please complete the
application titled "SURFACE DISPOSAL OF RESIDUAL SOLIDS." Please identify if there is any storage of residuals in a
surface impoundment or disposal thru landfilling. Explain:
Not Applicable
8. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify the number of acres on
which residual solids are to be land applied under the authority of this permit:
Proposed in this application: 78.7 acres; total (current and proposed): 141.2 acres
9. County(ies) where residuals will be land applied: Alexander and Catawba
H. PERMIT INFORMATION
1. Application No. (will be completed by DEN):
2. Specify whether project is: new; X renewal *; X Modification
* For renewals, complete all sections included in the application, in addition, please submit updated cumulative loadings
for the ten (10) pollutants and updated owner's agreement for each site.
If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number WQ0006906 and its issue date March 18, 1998
FORM: LARS 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 : Town of Taylorsville WWTP
2. Facility permit number: NCO026271 facility permit holder: Town of Taylorsville
3. Specify whether facility in Section III.1 is owned by: federal; private; state; X local government.
4. Specify facility design flow: 830,000 MGD; facility average daily flow: 400,000 /MGD;
Type of residual storage: Digester (Aerobic) l�
Volume of residual storage: 300,000
Length of residuals storage at facility: 90 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:_0 days.
Estimated volume of residuals: 150 (dry tons/yr.);
5. Are there any other storage facilities, other than the above, currently on site: Yes; X No.
If Yes, please identify:
6. Facility contact (person familiar with residuals preparation): Brian Eades, ORC
7. Facility contact's telephone number: ( 828 ) 632-5280
8. Location of treatment facility: North Carolina State; Alexander County
9. Mailing address: 704 Main Avenue Drive
Taylorsville, North Carolina 28681
10. Latitude: 350 54' 25" Longitude : 810 10, 00"
11. Specify the source of the residuals: X treatment of domestic wastewater; treatment of industrial wastewater;
other (explain):
Attach an explanation of either the treatment process, manufacturing process, or how the waste is generated. Provide full
And complete details of the entire process.
12. Does the facility which generates the residuals have an approved pretreatment program? Yes; X No.
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under 40
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as "Class
I" by the appropriate federal or State authority).
IV. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
1. Information for Hazardous Waste (RCRA) Determination. The information requested on the limitations specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility with industrial
contribution or active pretreatment program and from any other treatment facility with wastewater sources that include
industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? Yes; X No. If Yes,
List the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.31-261.33? Yes; X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosivity for each residual.
Note: If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure Analyses) are
exceeded in the residuals or if the pH of the residual is not within the range listed below, the residual is by
definition a Hazardous Waste. Chemical analyses must be made to Minimum Detection Levels.
FORM: LARS 02/95 Page 2 of 18

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
200.60
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
Hexdchlorobenzene
0.13
Hexachloro-1,3-butadiene
0.5
Hexachloroethane
3.0
Lead
5.0
Lindane
0.4
Mercury
0.2 -
Methoxychlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.0
Selenium
1.0
Silver
5.0
Tetrachloroethylene
0.7
Toxaphen
0.5
Trichloroethylene
0.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichlorophenol
2.0
2,4,5-TP (Silvex)
1.0
Vinyl chloride
0.2
pH (2:1 vol. / wt): >2.0s.u. - <l2.5 s.0
NOTE: IF ANY OF. THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE, AS
NOTED IN EITHER "A" OR "B" ABOVE, A PERMIT CANNOT BE ISSUED FOR THAT
RESIDUAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS APPLICATION.
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive enough to
completely characterize the residual and must be based upon a review of the process that generates the material. If the facility that will
generate the residual is not yet in operation, the characterization must be based on similar existing facilities and projection based on the
type of facility. The analysis must include a minimum of the following parameters and any other known and suspected contaminants
that are tributary to the system.
Arsenic
Molybdenum
Cadmium
Nickel
Chromium
Selenium
Copper
Zinc
Lead
Aluminum
Mercury
Ammonia -Nitrogen
Calcium -
Phosphorus
Magnesium
Potassium
Nitrate -Nitrite Nitrogen
Sodium
% Total Solids
TKN
pH
Plant Available Nitrogen
(by calculation)
3. Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab analysis):
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
Pollutant Concentration (mg/kg)
Dry Weight Basis
Arsenic
75
1.740
Cadmium
85
2.000
Chromium
3000
63.000
Copper
4300
194.000
Lead
840
26.000
Mercury
57
3.210
Molybdenum
75
5.000
Nickel
420
31.000
Selenium
100
1.970
Zinc
7500
452.000
FORM: LARS 02/95 Page 3 of 18

V. PATHOGEN AND VECTOR ATTRACTION REDUCTION INFORMATION (attach additional pages for additional
sources of residuals):
1. In accordance with 40 CFR Part 503, a residual cannot be land applied if it does not meet one of the following alternatives
for Class B pathogen reduction.
a Please specify a, bl, b2, b3, b4, b5 or c from below (submit all lab analysis, test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal coliforms during 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.
2. In addition, when residuals are being land applied, at least one of the following vector attraction reduction requirements (a,
b, c, d, e, f, g, h, i, or j) described below must be met.
c Specify the letter(s) of the vector attraction reduction requirement that have been met (submit lab results, test results
and calculations). Any variation of the below must be described in full detail and attached.
a. Aerobic or Anaerobic Digestion - The mass of volatile solids are reduced by at least 38%. Volatile solids reduction is
measured between the residuals, prior to stabilization, and the residuals ready for use or disposal.. This criterion should
be readily met by properly designed and operated anaerobic digestors, but not as readily met by aerobic digestors.
Treatment facilities with aerobic digestors may need to meet the vector attraction reduction requirement through 18c or
18d.
b. Anaerobic Di estion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated' by further digesting a portion of the previously digested. residuals in a bench scale unit for an additional
40 days at 30°C to 37°C. If, at the end of the 40 days, the volatile solids are reduced by less than 17%, vector
attraction reduction is achieved.
c. Aerobic Digestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be demonstrated
by further digesting a portion of the previously digested residuals that have a solids content of 2% or less in a bench
scale unit for an additional 30 days at 20°C. If, at the end of the 30 days, the volatile solids are reduced by less than
15%, vector attraction reduction is achieved.
d. Aerobic Digestion - The specific oxygen uptake rate (SOUR) shall be equal to or less than 1.5 milligrams of oxygen
per hour per gram of total dry solids at 20°C.
e. Aerobic Processes - The temperature of the residuals for at least 14 days shall be greater than 40°C. During this time,
the average temperature shall be greater than 45°C.
f. Alkaline Stabilization - The pH of the residuals is raised to 12 or higher by alkali addition and, without the addition of
more alkali, remains at 12 or higher for 2 hours and then at 11.5 or higher for an additional 22 hours.
FORM: LARS 02/95 Page 4 of IS

g. Drying (stabilized solids.) - The total solids of residuals that do not contain unstabilized solids, and which are generated
in a primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other materials is not
allowed to achieve the total solids percentage.
h. Drying (unstabilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated in
aprimary wastewater treatment process, shall be equal to or greater than 90%. Blending with other materials is not
allowed to achieve the total solids percentage.
i. Injection - Liquid residuals are injected below the land surface, with no significant amount of residuals present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours after being discharged from the pathogen treatment process.
j. Incorporation - Residuals that are surface land applied shall be incorporated into the soil within 6 hours of
application,unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be incorporated
within 8 hours after discharge from the pathogen treatment process.
VI. RESIDUALS TRANSPORT AND APPLICATION:
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)?
Please Reference Section V
2. What type of equipment will be utilized for land application?
Please Reference Section V
3. How will the application of the residual be controlled to ensure that there is proper distribution over the site?
Please Reference Section V
4. Will the land application operation utilize a contractor who specializes in Residuals Management or will the permittee
manage the program? X Contractor; Permittee. If a contractor is utilized, provide the name of the firm, a
Contact, address, and telephone number: Synagro Southeast, Inc. Attn: Robert P. Willcox, Jr.
6220A Hackers Bend Court
Winston-Salem, North Carolina 27103 [phone]
VII. SITE EVALUATION AND RECOMMENDED LOADING RATES:
1. The following sites are to be used for land application under this permit application [please attach map(s), see La.]:
Application Area [acres] Maximum Slope
Site No. County Owner/Lessee (Excluding buffers) (in percent)
Reference Section VII
Note: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along
with the information listed below:
a. A vicinity map must be attached. This map must show the location of each site in relation to at least two
geographical references and major intersection (numbered roads, named streams/rivers, etc.).
FORM: LARS 02/95 Page 5 of 18

b. For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres.
This map must be drawn to scale with topographical contour intervals not exceeding ten feet of 25% of total site relief
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways
and all dwellings within 500 feet of the land application areas; and all buffers.
Note: At least the following buffers must be maintained. If residuals are sprayed on the sites, larger buffers may be
required:
1. 400 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for surface residual application,
200 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold
for subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B,
waters classified as SA or SB and any Class I or Class II impounded reservoir used as a source of drinking watent
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.'
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.
1 SPECIFY THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE
THE ATTACHED INFORMATION SHEET (PAGE 9 OF 18) TO OBTAIN THIS INFORMATION.
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soil
scientist) which addresses soil color; the depth, thickness and type of restrictive horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point. of residual application; pH and cation
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration,
using predictive calculations or modeling methods acceptable to the Director of the Division of Environmental
Management, that the use of this site will not result in the contravention of classified groundwater standards as contained in
NCAC 2L .0200. In no case shall the separation be less than one foot. This report must be signed by the soil
scientist and submitted with application.
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning cover
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other contaminant known to be in the residual. A part of the agronomist's recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when they should be grown and how they should be
harvested and marketed. This report must be signed by the agronomist and submitted with application.
4. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with
any other significant parameter that has been shown to be contained in the residual:
Standard Soil Fertility Test (which includes):
And the following Metals:
PH Phosphorus
Acidity Calcium
Magnesium Zinc
% Humic Matter Sodium
Base Saturation (by calculation)
Potassium
Manganese
Copper
Cation Exchange Capacity
Arsenic Lead Nickel
Cadmium Mercury Selenium
Chromium Molybdenum
5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in the
attachment titled "Calculations Work Sheet" (beginning on Page 11 of 18). If more than one residual is to be covered by
this permit, additional worksheets must be attached.
FORM: LARS 02/95 Page 6 of 18

VIII. GENERAL INFORMATION:
I,
1. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, including
cover letters must be submitted or the application package will be returned as incomplete.
2. Please explain how access to the land application sites, by both people and animals, will be controlled following the
application of residuals: Please Reference Section V
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): Please Reference Section V
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.
iplicant's Certification:
David M. Robinette, Public Works Director
attest that this application for Town of Taylorsville
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 Z2= Date b iL
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, , NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: LARS 02/95 Page 7 of 18

Instructions:
Processing of this application will not be initiated until five (5) copies of all of the following
;ms have been submitted in addition to five (5) copies of the completed application form. If
Ly of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES X or NO
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
features, and any surface waters?
YES X or NO
3. Is a vicinity map enclosed which clearly indicates the project's location with respect to
State roads and named Surface waters?
YES X or NO
4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure,
b) depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES X or NO
5. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES X or NO
6. Is the Crop Management Plan included in the application package?
YES X . or NO
7. Has the Land Owner's agreement been completed and signed?
YES X or NO
8. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
New Applications, Modifications or Late Renewals $205.00
Timely Renewals without Modifications $ 0.00
YES X or NO
Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be
included as a part of the application package.
FORM: LARS 02/95 Page 8 of 18

SYNAGRO f 336 766 8652 10/30/01 16:24 15 :02/04 N0:219
This form must be completed by the appropriate Regional Office and included with the
submission of the application package.
INSTRUCTIONS TO APPi,ICANT - (NOT REQUIRED RENEWAL, ONLY)
In order to determine the classification ol` the watershed in which theses land application activities will be
located, you are required to submit this form, with items 1 through 8 completed, to the appropriate Division of
Environmental Management Regional Water Quality Supervisor (see attached listing). At a minimum, you
must include an 8.5" by 11"'COPY of the portion of a 7.5 minute USES Topographic Map which shows the
subject surface waters. You must identify the location of the facility and the closest downslope surface waters
(waters for which you are requesting the classification) on the submitted map copy. The application may not
be submitted until this forth is completed and included with the submittal.
1: Applicant (please specify the naive of the municipality, corporation, individuul, or other):
Town of'Taylonville
2. Name and Complete Address of Applicant:'
204 Alain Avenue Drive
City: Taylorsville State: North Carolina
'Lip: 28681
Telephone: Number: (M) 632-2218
?. !Project Name: Town cif Taylorsville
h. Volume of residuals to be land applied: 150 Dry toffs per year
5. Name of closest surface waters: Catawba River!' vZ
6. County(s) where land application site is located: Catawba RIC S6 aL
7. Map name and date: Millersville, NC (1993)
8. Applicant Signature:
TO: REGIONAL WATER QUALFTY SUPERVISOR
Please provide the with the classification of the watershed where these land application activitiesWill occur, as identified on the attached map segment:
Name of surface waters:
Classification (as established by the Environmenud ManageiYicni Comrnissian):
Proposed Classification, if applicable:
Signatures of -regional office
Date: ID — 3 / o /
FORM: LARS 02/45 Page 9 of I

SYNAGRO T 336 766 8652 10/30/01 16:24 5 :04/04 NO:219
TOWN OF TAYLORSVTI LE, NC
LAND APPLICATION FARM SITES
WATERSHED CLASSIFICATION
SITE NC-CA-iS
NEW FARM SITES
Jimm SITE
Conley lynx
Conley Fox
Cotllty I ux
Conley Fog
FIELD
NO.
i
2
3
4
C61-1NTY
Cawwlm
CdMWba
Cutawba
Camwba
SURFACE
WATERS
Cutawba River
Colawbo River
F Catatwbu itiver
Combs Rivei
QUAD MAP
MIIIC(Sville, NC
Millersville, NC
Millersville, NC
Millersville, NC
CLASSIFI-
CATION
C
Conley Fox
Copley Fox
5
6
Catawba
Catawbu ,
Camwbo Rive,
Cumwh,-t River
Millersville, NC
Millersville, NC�
�C!
Cnnlcy Fex
Cunley ltox
Cnnlcy Fox
Conley Fox
Ca7yrx
7
8
J
1 U
11
Catawba
('atswba
Catawba
Gatawltia
C'amwtm
C:atawho Rlvar
Caluwba River
Catowha River
Culuwha River
Calawtxt Rfver
Millersville: NC
Millersville, NC
Millersville, NC
Millersville, NC
Millersville, NC
C,

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

CALCULATIONS WORK SHEET
This work sheet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
ssible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
oiduals or different residuals from, the same source, use additional work sheets.
A. List the specific residual that is covered by these calculations (place or process of origin)
Town of Taylorsville WWTP
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.341bs./gallon
produced annually 100
2,000 lbs./ton
Total Dry Tons = * * 8.34 lbs./gallon
100
2,000 lbs./ton
150 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 = 3.89
(PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/L
_ % Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
=1bs./dry ton
Arsenic
= 1.740
x 0.002
= 0.003
Cadmium
= 2.000
x 0.002
= 0.004
Chromium
= 63.000
x 0.002
= 0.126
Copper
= 194.000
x 0.002
= 0.388
Lead
= 26.000
x 0.002
= 0.052
Mercury
= 3.210
x 0.002
= 0.006
Molybdenum
= 5.000
x 0.002
= 0.010
Nickel
= 31.000
x 0.002
= 0.062
Selenium
= 1.970
x 0.002
= 0.004
Zinc
= 452.000
x 0.002
= 0.904
Ammo nia-N
= 12,300.000
x 0.002
= 24.600
Calcium
= 8,100.000
x 0.002
= 16.200
Magnesium
= 2,100.000
x 0.002
= 4.200
NO; NOZ N
= 33.000
x 0.002
= 0.066
Phosphorus
= 17,400.000
x 0.002
= 34.800
Potassium
= 3,900.000
x 0.002
= 7.800
Sodium
= 4,800.000
x 0.002
= 9.600
TKN
= 57,100.000
x 0.002
= 114.20
FORM: LARS 02/45 Page 11 of 18

C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
Mg/Kg — DRY WEIGHT
TKN
57,100
AMMONIA-N
12,300
NO3-NO2-N
33
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 — NH,)] + .5 X (NH,) + (NO,-NO,-N)
PAN = [ 0.3 X ( 57100 - 12300 )] + .5X ( 12300 ).+ 33
PAN = 19,623 PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) X (TKN — NH,)] + (NH3) + (NO,-NO,N)
PAN = [ 0.3 X ( 57100 - 12300 )] + ( 12300 ) + 33
PAN = 25,773 PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 150
Total PAN in pounds = (PAN in mg/kg Dry Weight) X 2000 Pounds / Ton
per dry ton 1,000,000
_ (PAN in PPM Dry Weight) X 0.002
39.25 Pounds/Dry Ton/Year (Surface applied)
Total PAN in pounds = (PAN in Pounds / Dry Ton) X Total tons of residual to be land applied
39.25 X 150
5 8. 87.5 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 (5yr. PAN + current PAN x 275 DT/Year)
The maximum adjusted annual PAN is 8 50 5 Pounds/Year.
FORM: LARS 02/95 Page 12 of 18

Synagro Southeast, Inc.
Winston-Salem, North Carolina
RESIDUAL PAN CALCULATION
Town of Tavlorsville WWTP
TKN= 57,100 mg/kg
NH3= 12,300 mg/kg
NO3-NO2-N= 33.00 mg/kg
Min Rate 0.30
PAN= [min.rate (TKN - NH3) + 0.5 (NH3) + NO3-NO21 * 0.002
0.30 44,800 6,150 33.00
PAN= 39.25 LBS/DT
Calculate residual nitrogen for years 2,3,4 and 5 following the initial application to determine
the amount of PAN/DT remaining.
2ND YEAR RESIDUAL PAN
PAN= [min.rate (1st year org. - N 2nd year min. - N] * 0.002
0.15 44,800 13,440
PAN= 9.41 LBS/DT remaining from 1 st year application
3RD YEAR RESIDUAL PAN
PAN= [min.rate (2nd year org. - N 3rd year min. - N] * 0.002
0.08 31,360 4,704
PAN= .4.26 LBS/DT remaining from 1 st year application
4TH YEAR RESIDUAL PAN
PAN= [min.rate (3rd year org. - N 4th year min. - N] * 0.002
0.05 26,656 2,132
PAN= 2.45 LBS/DT remaining from 1st year application
5TH YEAR RESIDUAL PAN
PAN= [min.rate (4th year org. - N 5th year min. - N] * 0.002
0.03 24,524 1,226
PAN= 1.35 LBS/DT remaining from 1 st year application
Residual PAN from years 2'thru 5 after the initial application = 17.48 Lbs/Pan/DT
Page 12A 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
Coastal Bermuda
(Division Recommendations)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
350
(Provide for the Crops Specified)
PAN (lbs./acre/year)
200
220
120
160
200
70
250
75
100
100
180
220
200
200
350
Please provide the basis for the uptake rates used if different than Division Recommendation:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total pounds of plant available nitrogen (,PAN)
Pounds of nitrogen needed for crop*
8,509.5 / 160 (Corn Grain)
Minimum acres needed based on most restrictive PAN = 53.18 acres
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
If there are various crops that will only be utilized for certain sites, please attach the calculations for each site and determine
the total needed acres using the format outlined below.
D. Calculate the Sodium Adsorption Ratio (SAR)
(** This section must be completed in mg/l, to convert: mg/kg X % solids [as a decimal] = mg/1 **)
SAR = Na Milli Equivalent _ [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)]"
CONCENTRATION
(mg/1) _
'Equivalent Weight
= Milli Equivalents of Ion
SODIUM (Na) 186.72
(mg/1) -
23
= 8.118
CALCIUM (Ca) 315.09
(mg/1) _
20
= 15.755
MAGNESIUM(Mg) 81.690
(mg/1) -
12
= 6.808
SAR = 2.417
FORM: LARS 02/95 Page 13 of 18

1f 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.
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: Fescue
Associated plant available nitrogen (PAN) requirement: 250 (lbs./acre/year)
2. Minimum acres needed based on most restrictive PAN (as found in C.5 above): 53.18 acres
3. Dry Tons of Residuals to be land applied per year: 150 dry tons per year
4. Tons of Residuals to be Applied/Acre/Year = Dry Tons/Year of Residuals to be land applied
Minimum number of acres required for land application
Tons of Residuals to be Applied/Acre/Year = 2.82
If any of the application sites are to be loaded at greater than the rate specified above, please specify the loading rate and explain:
Tons of Residuals to be Applied/Acre/Year (different from above) _
Explanation:
In the table below, the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per
Acre per Year
lbs./dry ton of each
pollutant
(as found in Part B
above)
Projected
Pounds to be
Applied/Acre
/Year
Allowable Lifetime
Pollutant Loadings
(Ibs./acre)
Site Life
(Years)
Arsenic
2.82 *
0.003 =
0.008
36
4,500
Cadmium
2.82 *
0.004 =
0.011
34
= 3,090
Chromium
2.82 *
0.126 =
0.355
2,677
= 7,540
Copper
2.82 *
0.388 =
1.094
1,338
= 1,223
Lead
-2.82 *
0.052 =
0.147
267
= 1,816
Mercury
2.82 *
0.006 =
0.017
15
= . 882
Nickel
2.82 *
0.062 =
0.175
374
= 2,137
Selenium
2.82 *
0.004 =
0.011
89
= 8,090
Zinc
2.82 *
0.904 =
2.549
2,498
= 979
Compare the nine (9) pollutants above and determine which pollutant will result in the shortest life for this site.
The Limiting Pollutant is Mercury
The Site Life is 882 years.
FORM: LARS 02/95 Page 14 of 18

TCLP

PAR Laboratories, Inc.
2217 Graham Park Drive
LABORATORIES, INC.
PO Box 411483
Charlotte, NC 28241-1483
Phone: [phone]; Fox:.704-588-8335 -
NC Cert # 20; SC Cart # 99003001
www.pariabs.com
REPORT OF ANALYSES
Attn: FRANKIE SINGLETON
SYNAGRO SOUTHEAST PROJECT NAME: APR 01
PO BOX 1770 DATE: 04/26/01
CLEMMONS, NC 27012-
TAYLORSVILLE
SAMPLE NUMBER- 29755
SAMPLE ID- SYNAGRO
TAYLORSVILLE
SAMPLE MATRIX -`SO
DATE SAMPLED- 04/05/01
+
TIME SAMPLED- 1000
DATE RECEIVED- 04/05/01
SAMPLER- JOHN
HAIGLER
RECEIVED BY- RM
TIME RECEIVED- 1515
DELIVERED BY-
JOHN HAIGLER
TYPE SAMPLE- Grab
Page 1
ANALYSIS
ANALYSIS
METHOD
DATE
TIME
BY
RESULT
UNITS
�ECAL COLIFORM (GEOM. MEAN) SM 9221
E 04/11/01
1600
GJ
1150•
cfu/g
TCLP CHARACTERISTICS
TCLP
04/06/01
0800
TL
pH VALUE
TCLP
04/06/01
0800
TL
7.3
S.U.
CORROSIVITY
TCLP
04/06/01
0800
TL
<
NON
REACTIVITY
TCLP
04/06/01
0800
TL
<
NON
FLASH POINT
TCLP
04/06/01
0800
TL
>
200
degrees F
IGNITABILITY
TCLP
04/06/01
0800
TL
<
NON
PAINT FILTER TEST
TCLP
04/06/01
0800
TL
FL
TCLP METALS
TCLP
04/26/01
0901
CT
ARSENIC
TCLP
04/26/01
0901
CT
<
.50
ppm
BARIUM
TCLP
04/26/01
0901
CT
< 10
ppm
CADMIUM -
TCLP
04/26/01
0901
CT
<
.10
ppm —_
CHROMIUM
TCLP
04/26/01
0901
CT,
<
.50
ppm
LEAD
TCLP
04/26/01
0901
CT
<
.50
ppm
MERCURY
TCLP
04/26/01
0901
CT
<
.02
ppm
SELENIUM
TCLP
04/26/01
0901
CT
<
.10
ppm
SILVER
TCLP
04/26/01
0901
CT
<
.50
ppm
TCLP PESTICIDES
TCLP
04/06/01
0800
TL
ENDRIN
TCLP
04/06/01
0800
TL
<
.002
ppm
LINDANE
TCLP
04/06/01
0800
TL
<
.04
ppm
METHOXYCHLOR
TCLP
04/06/01
0800
TL
< 1
ppm

PAR
LABORATORIES, INC.
www.parlabs.com
Page. 2
PAR Laboratories, Inc.
2217 Graham Park Drive
PO Box 411483
Charlotte, NC 2824.1-1483
Phone: [phone]; Fax: [phone]
NC Cert # 20; SC Cert # 99003001
CONTINUATION OF DATA FOR SAMPLE NUMBER
29755
ANALYSIS
ANALYSIS
METHOD
DATE
TIME
BY
RESULT
UNITS
TOXAPHENE
TCLP
04/06/01
0800
TL
< .05
ppm
CHLORDANE
TCLP
04/06/01
0800
TL
< .003
ppm
HEPTACHLOR (AND ITS EPDXIDE)
TCLP
04/06/01
0800
TL
< .0008
ppm
TCLP HERBICIDES
TCLP
04/06/01
0800
TL
2,4-D
TCLP
04/06/01
0800
TL
< 1
ppm
2,4,5-TP(SILVEX)
TCLP
04/06/01
0800
TL
< .1
ppm
TCLP ORGANICS
TCLP
04/06/01
0800
TL
BENZENE
TCLP
04/06/01
0800
TL
< .05
ppm
CARBON TETRACHLORIDE
TCLP
04/06/01
0800
TL
< .05
ppm
CHLOROBENZENE
TCLP
04/06/01
0800
TL
< 10
ppm
CHLOROFORM
TCLP
04/06/01
0800
TL
< .6
ppm
o-CRESOL
TCLP
04/06/01
0800
TL
< 20
ppm
p-CRESOL
TCLP
04/06/01
0800
TL
< 20
ppm
m-CRESOL
TCLP
04/06/01
0800
TL
< 20
ppm
1,4-DICHLOROBENZENE
TCLP
'04/06/01
0800
TL
< .75
ppm
1,2-DICHLOROETHANE
TCLP
04/06/01
0800
TL
< .05
ppm
1,1-DICHLOROETHYLENE
TCLP
04/06/01
0800
TL
< .07
ppm
2,4-DINITROTLUENE
TCLP
04/06/01
0800
TL
< .013
ppm
HEXACHLOROBENZENE
TCLP
04/06/01
0800
TL
< .013
ppm
HEXACHLOROBUTDIENE
TCLP
04/06/01
0800
TL
< .05
ppm
HEXACHLOROETHANE
TCLP
04/06/01
0800
TL
< .3
ppm
METHYL ETHYL KETONE
TCLP
04/06/01
0800
TL
< 20
ppm
NITROBENZENE
TCLP
04/06/01
0800
TL
< .2
ppm
PENTACHLOROPHENOL
TCLP
04/06/01
0800
TL
<-10
ppm
PYRIDINE
TCLP
04/06/01
0800
TL
< .5
ppm
TETRACHLORETHYLENE:
TCLP
04/06/01
0800
TL
< .07
ppm
TRICHLOROETHYLENE
TCLP
04/06/01
0800
TL
< .05
ppm
2,4,5-TRICHLOROPHENOL
TCLP
04/06/01
0800
TL
< 40
ppm
2,4,6-TRICHLORPHENOL
TCLP
04/06/01
0800
TL
< .2
ppm
VINYL CHLORIDE
TCLP
04/06/01
0800
TL
< .02
ppm
V
LABORATORY DIRECTOR

NUTRIENT AND METAL ANALYSIS

Report ier:
2001-R%,__ ..5
Lab Number:
41421
Account Number:
45230
Send To:
A&L EAS'TERN AGRICULI AL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 - [phone]
Fax No. [phone]
Page 1
SYNAGRO SOUTHEAST
POB 1770
CLEMMONS NC 27012
- Sample ID: DIGESTER.
Parameter
SOLIDS(AS IS)
NITROGEN(TKN)
PHOSPHORUS
POTASSIUM
SULFUR
CALCIUM
MAGNESIUM
SODIUM
IRON
ALUMINUM
MANGANESE
COPPER
ZINC
AMMONIA -NITROGEN
NO3-NO2 NITROGEN
CADMIUM
CHROMIUM
NICKEL
Result
3.89
5.71
1.74
0.39
0.78
0.81
0.21
0.48
1.23
Result
(mg/kg)
38900
57100
17400
3900
7800
8100
2100
4800
10800
15900
242
194
452
12300
33
2.0
63
31
Samples Submitted By:
JOHN HAIGLER
CITY OF TAYLORSVILLE
Date Sampled: 04/05/2001
Date Received: 04/09/2001
Date Reported: 04/12/2001
Detection
Limit
(mg/kg)
100
100
100
100
100
100
100
100
10
1
1
1
100
10
1
5
5
Analyst
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
JCM
Analysis Analysis
Data Time Method Reference
04/09/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
04/10/2001
16:00
16:00
14:00
14:00
14:00
14:00
14:00
14:00
14:00
14:00
14:00
14:00
14:00
13:00
15:00
14:00
14:00
14:00
SM
254OG
EPA ..351.3
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-6010B
SW
846-601013
SW
846-6010B
EPA
350.2
SM
4500-NO3 F
SW
846-6010B
SW
846-601013
SW
846-6010B
'DaJ---
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED. PAUL C. H. CHU C. NO�JONEs
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
to the worts, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.

Repor ber:
2001-Ri 45
Lab Number:
41421
Account Number:
45230
Send To:
A&L EASTERN AGRICUL'� tAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 [phone]
Fax No. [phone] -
Page 2
Samples Submitted By:
JOHN HAIGLER
SYNAGRO SOUTHEAST CITY OF TAYLORSVILLE
POB 1770
CLEMMONS
NC 27012
Sample ID: DIGESTER
Detection
Result
Result
Limit
Analysis
Analysis
Parameter
( % )
(mg/kg)
(mg/kg)
Analyst
Date
Time
LEAD
26
JCM
04/10/2001
14:00
ARSENIC
1.74
0.2
KM
04/11/2001
15:00
MERCURY
3.21
0.2
KM
04/11/2001
16:00
SELENIUM
1.97
0.1
KM
04/11/2001
15:00
PH (STD.UNITS;AS 1S)
7.40
0.1
RD
04/10/2001.
11:00
ORGANIC NITROGEN
4.47
44700
100
DCH
04/10/2001
MOLYBDENUM
5
5
JCM
04/10/2001
14:00
Date Sampled: 04/05/2001
Date Received: 04/09/2001
Date Reported: 04/12/2001
Method Reference
SW
846-6010B
SW
846-7061A
SW
846-7471A
SW
846-7741A
EPA
150.1
CALCULATION
SW.
846-601013
C
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED. PAUL C. H. CHU e C. NORMA JONES
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
to the work, the results, or the company in any advertising, news release, or otherpublic announcements without obtaining our prior written authorization.

PATHOGEN AND VECTOR ATTRACTION REDUCTION
MONITORING

LRAR
ATORIES, INC.
CLIENT NAME: - •
29755
PAR Laboratories, Inc.
2217 Graham Park Drive
PO Box 411483
Charlotte, NC 28241-1483
NC Cert # 20; SC Cert # 99003001
Sample-#
1
1667
3.87
430.749354
2.6342
2
3334
3.90
854.8717949
2.9319
3
8335
3.83
2176.240209
3.3377
4
6664
3.87
1721.963824
3.2360
5
3333
3.86
863.4715026
2.9362
6
3333
3.86
863.4715026
2.9362
7
9999
3.87
2583.72093
3.4122
Fecal Coliform
Geometric Mean= •
6�
Log Ave.
Log/Sum , • . •

5-14-2001 3.38PM FROM PAR LABORATORIES #1 704SS88335 P,2
PA
LABORATORIES, INC.
www.parlabs.com
PAR Loborcirorios, Inc.
2217 Graham Park Drive
PO Box;41 1 A83
Charlotte, NC 2.82AI-1483
Phone: 70A-588-5333; Fax: 70d.588.8335
NC Corr At 20,• SC Corr N 99ovsoo1
Attn: FRANKIE SINGLETON
SYNAGRO SOU'TREAST
PO BOX 1770
CLEMMONS, NC 27012-
TAYLORSVT_LLE
REPORT OV ANALYSES -
PROJECT NAME: APR 01
DATE: 05/14/01
SAMPLE NUMBER- 29756 SAMPLE
ID- SYNAGRO
TAYZiORSVILLE SAMPLE MATRIX- SO '
DATE SAMPLED- 04/05/01
`•
— TIME SAMPLED- 1000
DATE RECEIVED- 04/05/01 SAMPLER- JOHN
HAIGLER
RECEIVED BY- RM
TIME RECEIVED- 1515 DELIVERED BY-
JOHN HAIGL8R
TYPE SAMPLE Grab
Page 1 of 1
ANALYSIS
ANALYSIS
METHOD
DATE
TIME
BY
RESULT
UNITS
30.DAY BENCHTOP DIGESTION, ITS
503
04/12/01
1605
GJ
INITIAL START UP
503
04/12/01
1605
GJ
3.88
END WEEK 1
503
04/12/01
1605
GJ
3.92
%
END WEEK 2
503
04/12/01
1605
GJ
3188
'$
END WEEK 3
503
04/12/01
1605
GJ
3.76
END WEEK 4
503
04/12/03.
1609
GJ
3.76
30 DAY BENCHTOP DIGESTION, `kVS
503
04/12/01
1605
GJ
INITIAL START UP
•503
04/12/01
1605
GJ
53.30
$
i:.ND WEEK 1
503
04/12/01
1605
GJ
53.60
$
ENO WEEK 2
503
04/12/01
1605
GJ
53.51
END WEEK 3
503
04/12/01
1605
GJ
51.81
1
END WEEK 4
503
04/12/01
1605
GJ
51.34
1;
TOTAL -%. VS LOSS
503
04/12/01
1605
GJ
3.68
LABORATOR.. DIRECTOR
_1a -.

5-14-2001 3:39PM FROM PAR LABORATORIES #1 7045888335
P.
BENCH TOP PERCENT TTOTAL SOLIDS and
TOTAL
VOLITILE SOLIDS
.T.aylprs�� tl.�
SYNAGRO
Start:
4/12/2001
160S
29756
End:
TARE
mis smpl
25.163
DRIED WT.
18.584
0
BURNED wr•
1.8,059
5,17486102
k Solids
3.88
TVs
0.525
. 0.985
% TVS•-
53.30
TVs g/L
20.69944.41
0.53299492
TARE'
15.87
mis smpl
18.079
1..0057.46
DRIED-WT.
16.579
0
BURNED WT,
16.199
5,2S471542
Solids
3.92
TVS
0..38
0.709
TVs-
53.60
TVS g/L
21.0188617
•0.53596615
% VS LOSS.
-0.56
TARE
19.442
mis, smpl
16,755
0.99633652
DRIED WT.
20.1.69
0
BURNED Ws.
19.78
5.18528392
.Solids
3.88
TVS
0.389
0.727
TVS-
53.51
TVS g/L •
•20.7411357.
0.53507565
!k VS -LOSS
0-.17
TARE
1:6.3 2 4•
m1S 'Smpl
.19.885
0.96R222.5
DRIED WT.
19.071
0
BURNED WT.
18.684•
4.86547649
k Solids
3.76
TVS
0. 38.7
.0.747
% TVS.- .
TVS a/L
19.461906'
0..•51807229
V VS LOSS
3.18
TARE
17": 199
mis Smpl
21.835
0.99094664
DRIED WT.
18.021
0
BURNED WT.
17.59.9
4.83159'224
*.Solids
3_76
TVS
0.422
0.822
g TVs-
51.34
TVS g/L •
a.9.3.267689
0.5133A2
try T.n¢c
n c,

S-14-2001 3:39PM FROM PAR -LABORATORIES. #1.7045888335 P.4
PAM CHAIN .OF CUSTODY
"SORATORIES.WC. PAR Laboratories, Inc
Phone [phone]
Fax [phone]
www.pariabs.com
Shipping:Mailing:
2217 Graham Paris Drive PO Box 411483
Charlotte, NC 28273 Charlotte, NC 28241-1483
It is essential that all information recorded on thlg Chain of -Custody document for acceptance oy' PAR Laboratories, Inc. and the North
Carolina Department of Environmental and Natural Resouroes.
Company Name (billing)
SYNAGRO SOUTHEAST
Address
PO BOX 1770
City, State & Zip Code I
C!_EMMONS, NC 27012.
COMMENTS/SPECIAL
INSTRUCTIONS
Point Of Contact & telephone Number
Rob Wilcox 336.766-0328
Sample taken by: 3o�tty �1a7
IS THIS FOR STATE or EPA. REPORTING? YES NO
"Sample.type: DW WW GWMW HW_ Soil Other
Sample Temp upon receipt:. °C
Preserved: Yes No Teflon Liner/ Zero Headspace: Yes No _ NIA
Irlient Sample I,D.'
ample Location / Nvmber-)
Comp.
Grab
Pmserv.
Set Up
Date/Time
CollectionAnalyses
Date/Tiri a
Requested
ci4v of
: QOAwu
-al
'TC l -
RRllneyipkhPrl hw
I
T__
0 - k—A kv
ti -os
turshed by: Date/Time Received byw., ,;. Date/Time
C =Composite G=Grab 0W =prinking Water WW=Wastewater GWMW =Groundwater Monitoring Well HW =Hazardous Waste
Soe Other Side

TOWN OF TAYLORSVILLE
WWTP INFORMATION
The Town of Taylorsville Wastewater Treatment Plant is currently generating aerobically digested
biosolids for land application. Reference attached flow chart for the process flow schematic. Four
aerobic digesters are used for treatment of biosolids. Final treatment for compliance with 40 CFR
Part 503 regulations (pathogen and vector attraction reduction) consists of Fecal coliform analysis
for Class B pathogen reduction. One of the following methods will be met for vector attraction
reduction: specific oxygen uptake rate (SOUR), 38% volatile solids reduction, or 30-day bench test.
The wastewater treatment plant generates approximately 150 dry tons of biosolids annually.
Characteristics of the biosolids are shown on the attached application form in Section II.
Calculations within Section II (LARS Application Form) indicate that sufficient acreage is available
to handle the annual biosolids production. Results of the TCLP for the WWTP analysis are
contained in Section III. The biosolids are typical of other biosolids generated by municipal
WWTP's in North Carolina. Likewise, the TCLP results are well below the maximum limits for a
waste to be characterized as non -hazardous.
() 49, f' 3 6-) q_D

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Residuals Transport and Application
The Residual Transport and Application Section describes the process in which residuals from the
Town of Taylorsville's WWTP (Taylorsville) will be land applied to agricultural lands for
beneficial reuse. The residuals will be applied to row crops and hay and pasture on proposed fields
in Alexander County. The residuals will be used as a replacement for conventional nitrogen and
phosphorus fertilizers to meet agronomic rates.
Treatment
The Town of Taylorsville currently operates a land application program for the biosolids the facility
produces. The biosolids have been previously treated by aerobic digestion, to reduce concentrations
for compliance with pathogen and vector attraction reduction. The biosolids have been previously
analyzed by an independent laboratory for nutrient and metal concentrations. After the treatment
and analysis of the biosolids they can be injected, incorporated, or surface applied as a Class B
biosolid.
Transportation
The biosolids will be loaded at the plant in a designated staging area assigned by the plant. The
biosolids will then be transported to the land application site in leak proof tank trailers driven by
experienced drivers. Trucks will travel major traffic routes to the fields, highway regulations such
as weight limits and other ordinances are known and will be observed. The trucks will deliver the
biosolids directly to the site of application, and will directly off load it in to the field applicator
(terragator, spreader truck, pull tank, umbilical system, etc.). Biosolids will be cleaned off of the
transportation equipment before leaving the field
Application
Prior to any application soil samples will be taken of the sites to be used. These sites will be
analyzed for liming requirements and nutrient andmetal concentrations. From this analysis of
the site, and knowing the crop nutrient requirement for the.proposed sites, an application rate can
be determined that does not exceed the agronomic rate of the crop. A residual PAN carryover
will also be determined and factored in to the application rates. This residual PAN is calculated
up to five years. Once liming and application rates have been determined, the fields will be
limed to bring the pH to an acceptable level. The fields are then to be flagged showing clearly
the denoted buffer areas ( buffer explanation on following page). All application of biosolids will
stop during times of *inclement weather to limit the amount of compaction caused by the
equipment. The application equipment will be calibrated by measuring the amount handled on a
known square footage. Once the rate of discharge has been determined, changing the speed of
the applicator can change the application rate. Experienced operators will operate the equipment
applying the biosolids evenly across the field.
• All proposed fields are located in secluded areas that are very sparsely populated. The land
is privately owned and posted as such.
inclement weather — more than .5" of rain, in a 24 hour period, snow covered or frozen
ground

Buffer Explanation
Application Method
Area description Injection Surface Spreading
Property boundary
Public Road
Inhabited Dwelling
Potable Wells (public & private)
Drainageways
Drainage Ditch
Surface Water
50'
50'
50'
50'
200'
400'
100'
100'
25'
25'
50'
50'
100'
50'

0 SYNAGRO
A Residuals Alanaizement Company
SPILL CONTROL PLAN
PROJECT: TOWN OF TAYLORSVILLE, NC
IN THE UNLIKELY EVENT OF A SPILL, THE FOLLOWING ACTIONS SHALL BE IMMEDIATELY
TAKEN:
MANAGEMENT OF CLEAN UP ACTIVITIES: The first SYNAGRO representative (whether IC,
operator, or manager) at the scene will begin procedures to halt the spill and initiate clean up
activities. Upon arrival, the Project Manager will take immediate action to coordinate all activity.
SYNAGRO labor and equipment are to be utilized. In the event additional labor and equipment are
required, assistance shall be requested from the plant operator. The Project Manager shall also
communicate with the public on the scene, answering questions and advising of the clean up activities.
2. HALT SOURCE OF SPILL: Such as a ruptured container or damaged transport unit.
CONTAIN SPILL: Form a barrier. Sufficient quantities of straw shall be used for such
purposes. Earthen barriers may be constructed to augment the straw bale containment
area. The Project Manager or the person in charge on the spill site will advise the clean up
personnel where to get the straw, lime, and other items necessary to complete the clean up
operation, i.e. local farmers, farm supply center, nursery, etc.
4. CLEAN UP: Employ front end loaders, vacuum equipment, sludge application vehicle,
and/or local septic tank service to remove as much of the spilled material as possible.
Straw and/or sand should be scattered in the spill area to soak up the remaining material.
The straw and sand soaked material will be collected and removed to a disposal area
approved by representatives of the State regulatory agency.
FINAL CLEAN UP: Employ rotary brush sweeper if needed, and apply lime to the spill
area upon the approval of the clean up efforts by the State regulatory representative. If
the event occurs on private property, the clean up will be completed to the satisfaction of
the property owner and State regulatory representatives. The ultimate goal will be to
restore the spill area to its original condition, if possible.
6. NOTIFICATION: As soon as possible after the spill occurs, the SYNAGRO Project
Manager or assistant will notify the SYNAGRO Regional Office, and they will then be -
responsible for notifying other key SYNAGRO personnel. The Project Manager will also be
responsible for notifying someone on the City/Project calling list.
7. REPORTING: SYNAGRO Regional personnel and/or city/project personnel will notify the
Regional Office of the D. E. M. by telephone as soon as possible, but not more than
24 hours, or on the next working day following the occurrence. The Project Manager shall
provide a written report within 48 hours of the spill to the Residuals Management
Coordinator and the Director of Utilities (or appropriate project personnel). The report shall list all
relative information and actions taken. SYNAGRO Regional and Project personnel will file a written
report to the appropriate regional office of the D. E. M. within 5 days of the occurrence.
Version Date: 1/01

11>, SYNAGRO
-
A Rri daab hlanagewni Comp ny
SYNAGRO PROJECT MANAGER:
SYNAGRO ASST. PROJECT MGR.:
CLIENT RESIDUALS COORD.
PLANT OPERATOR:
PUBLIC UTILITIES DIRECTOR:
Town of Taylorsville, NC
Name:
John Haigler
Home:_
704-226-1170
Mobile:
704-363-8166
Name:
Home:
Mobile:
Name:
Home:
Mobile:
Name:
Brian Eades
Home:
Mobile:
Name:
Home:
Mobile:
Name: David Robinette
Home:
Mobile:
LOCAL POLICE -FIRE EMERGENCY:911 or
SYNAGRO, INCORPORATED
Regional Office:
Emergency Pager:
Director:
Roy Whitaker, RVP
Tony Robinson:
336-766-0328
1-800-614-4237
Name:
Rob Willcox
Home:
336-288-8843
Mobile:
336-339-9128
Home:
336-940-5386
Mobile:
336-918-2037
Home:
336-768-2203
Mobile:
336-918-2981
Office:
Pager:—: 704-708-3 697
Office:
Pager: -
Office:
Pager:
Plant: Taylorsville WWTP
Office: 828-632-5280
Pager:
Plant:
Office:
Pager:
Office: 828-632-2218
Pager:
Office:
336-766-0328 (115)
Pager:
Office:
336-766-0328
Pager:
800-653-8380
Shop:
336-998-7150
Pager:
800-614-0864
D. W.Q.- Regional Office: Mooresville Regional Office 704-663-1699
State of N. C. Warning Point: 1-800-662-7956 (,Emergency # for nights, weekends, and holidaysl
Out -of -State (NC) Information: For projects not in NC, please list below any emergency personnel
(with phone #) who should be contacted if a spill occurs.

AGRONOMIST REPORT
Synagro Southeast (Synagro) is operating a land application program for the recyclingibeneficial
reuse of wastewater biosolids produced at the Town of Taylorsville's WWTP. The agronomist
report is submitted as a crucial step in the review of potential receiver sites for the program. Several
factors should be taken into consideration in determining a site's suitability to receive biosolids.
These factors are:
• Site Investigation
• Topography
• Soils
• Biosolids Characteristics and Loading Rates
• Crop Management
Site Investigation
The site investigation consisted of a physical . observation of each proposed site in which the
following parameters were evaluated:
• Soil Characteristics
• Slope
• Cropping Systems
• Location of Property Lines
• Location of Residences
• Location of Wells and Surface Water Features
Site specific information is enclosed (See Section VII) for each site evaluated. Application area
maps delineating the proposed application areas within each field are also enclosed.
Topography
The slope of each site was evaluated during the site investigation. The slope for the individual
sites_ range from 0 to 10 percent for surface application and 0 to 18 percent for sub -surface
injection. Areas of excessive slope have been eliminated from the application areas.
Soils
Soil fertility samples were collected from each site and were analyzed for standard soil fertility
parameters and regulated metals content. The results of these analyses are reported in Section
VII. Soil testing of the sites included in this application indicates that the soil pH is moderately
acidic on most sites and should be adjusted by the addition of lime prior to or during land
application activities being performed in order to achieve optimal crop production. The lime
recommendations are generally made based on raising the pH to a standard of 6.0.

Biosolids Characteristics and Loading Rates
Biosolids samples were collected and analyzed by an independent laboratory (See Section III).
The biosolids analysis report and calculations indicate that the residuals are non -hazardous and
non -toxic. Both the soils and the crops should be able to assimilate the proposed loadings of
liquids, solids, nitrogen, phosphorus, heavy metals, and salts known to be in the residuals. This
assessment is based on the biosolids analysis provided, the planned application rate, proper crop
management guidelines and adherence to permit requirements. Nitrogen is considered to be the
most limiting characteristic of these biosolids, however, soil tests should be reviewed annually to
identify any changes in the nutrient status of the soil.
Crop Mana eg ment
Based on the site and soil evaluations, crop nutrient requirements and the nutrient content of the
biosolids, all sites should readily.. assimilate_ the residuals, however crop rotations and
management practices should be evaluated prior to each application to account for changes in the
proposed crop rotation and land use objectives. Site specific cropping patterns are discussed
further in the Site Descriptions contained in Section VII. Crop management guidelines that will
be of importance for these sites will be:
• timing of application events with plant nutritional needs and periods of plant
dormancy,
• split applications to prevent hydraulic overloading or nutrient leaching,
• performance of proper stabilization methods to fit crop and soil needs,
• establishment of suitable vegetative cover current agricultural sites,
• incorporation or injection of residual solids on fields that have a high incidence of
flooding,
• maintenance of proper vegetative cover on more sloping areas with runoff potential,
and
• proper coordination between application events and crop harvesting.
Land application should provide an environmentally acceptable means of beneficial reuse of the
biosolids provided all the parameters of the agronomist report and the requirements of the permit
are followed.
Martin E. ..
F�1090-WdWom
Agronomist

TOWN OF TAYLORSVILLE
SOIL SCIENTIST CERTIFICATION
This is to certify that soil and site evaluations were conducted on the proposed application sites
for the Town of Taylorsville on Site NC-CA-15 by Synagro Southeast. The soil and site
evaluations consisted of hand auger borings of the soils on the application sites, soil profile
descriptions, collection of soil fertility samples by standard soil sampling methods, location of
property lines, location of residences, location of wells and surface water features, identification
of all required buffer areas, and generation of application area maps. All hand auger borings
included in this package were either performed by myself or under my direct supervision.
a" ?- ; �, //; / W/- z 6 Y -, �, -
Robert P. Willcox, Jr., L.S.S.
No. 1098
�r rr:i', t.•4�;Y �iv�
j
�C e- - � .

,r
TOWN OF TAYLORSVILLE
Taylorsville, NC
Summary of Sites
Previously Permitted Sites
Site No. Owner/Lessee Application Area
(area excluding buffers
M
NC-AL-8-1 * Owen Icenhour 20.7
NC-AL-8-2* 20.6
NC-AL-8-3 11.1
NC-AL-8-4 ' 10.1
Total for site 8. 62.5 acres
Total acreage renewed this application 62.5 acres
*Note: Please note that field NC-AL-8-1 has been increased by 1.0 net acre due to recent
clearing within the field. Also note that field NC-AL-8-2 has been reduced by 12.1 net acres to
20.6 net acres due to additional buffers associated with property lines, creek, road buffer, and
excessive slope.
PA
NC-CA-15-1
Conley Fox
11.2
NC-CA-15-2
Conley Fox
3.7
NC-CA-15-3
Conley Fox
7.9
NC-CA-15-4
Conley Fox
4.9
NC-CA-15-5
Conley Fox
1.4
NC-CA-15-6
Conley Fox
5.9
NC-CA-15-7
Conley Fox
19.3
NC-CA-15-8
Conley Fox
12.9
NC-CA-15-9
Conley Fox
1.7
NC-CA-15-10.
Conley Fox'
1.9
NC-CA-15-11
Conley Fox
7.9
Total for site 8
78.7 acres
Total acreage_ proposed this application 78.7 acres
Total acreage current and Proposed 141.2 acres

SITE SUMMARY
City of Taylorsville
Taylorsville, NC
Site ID:
NC-AL-8
Owners Name:
Owen Icenhour
Address:
716 Stikeleather Road
Hiddenite, NC 28636
Phone:
[phone]
Operator:
Same
Estimated
Total
Applicable
Fields Acres
Acres Croo(s)
Latitude &
Slone (%) Lonaitude
1
23.0
20.7
Fescue
0-10
350 52' 17" N
j 1,9
810 06' 02" W
2
44.2
20.6
Fescue
0-10
350 52' 34" N
3
-3.2 , -?
810 05' 59" W
3
12.5
11.1
Fescue
0-10
350 52' 32" N
810 05' 46" W
4
10.6
10.1
Fescue
0-10
35° 52' 17" N
81 ° 06' 02" W
TOTALS 90.3 62.5
Notes: All fields were previously permitted, however fields 1 and 2 acreages have changed
slightly.
Date: 10/30/01

SYNAGBQ
VICINITYMAP A Residuals Management Company
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COUNTY OWNER

.SYN IAGR
TOPOGRAPHIC MAP
A Reridualr Management Company
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PHOTOQUAD/YEAR `��—Fo , /jam CONTOUR INTERVAL 9-0

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x$PSYNAGRO
AERIUL RE' FE RENCE MAP A Raidudr M...jmt Company
COUNTY
OWNER

NCDA:A ro: c Division : `; 4300',Reedy Creek Road, lftaleigfi, NC 27607- 6� `'`�19) 733. 2655
: Nr- ""801
Y
•,'Report
'rower: Icenhour, Owen
Copies to: Carter, Mat
'
716 Stikeleather Rd.
Hiddenite, NC 28636
oil
est e ort
Carter, Matt
�
Farm:
6220-A Hackers Bend Ct
\ •
Winston Salem, NC 27103
10/16/01 SERVING N.C. CITIZENS FOR OVER 50 YEARS Alexander County
Agronomist Comments:
The heavy metal concentration is within the limits
of acceptable levels and should pose no threat to crops grown on this land. The heavy metal results
are shown on a separate report. Refer to
the recommendations shown below for any lime
or fertilizer that may be needed to sustain normal crop growth.
T. Kent Yarborough, A ronomist
FieldInformagion_
lied Lime
,Recommendations,;
'Z. . ...
; ` ....
Sample No. Last Crop
Mo Yr T/A
Crop or Year Lime N R05 ICO
Mg Cat
Zn B Mn See Note
8-1 Fes/OG/Tim,M
1st Crop: Fes/OG/Tim,M .8T 120-200 0 0
0 0
0 0 12
2nd Crop. -
Test Results
Soil Class HM% W/V CEC BS%
Ac pH P-I KI Ca% Mg% Mn-I Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-I S-I SS -I NC$-N AHr-N Na
MIN 0.66 1.15 8.3 84.0
1.3 5.0 179 130 62.0 15.0 92 72 318
318
139 115 0.1
Field Information
lied Lime
,Recommendattons :,__..._ ., s ... n•: ;' . .=f;: �..... _..-r- _..,..
°_
Sample No. Last Crop
Ho Yr T/A
Crop or Year Lime N B05 ICO
Mg Cu
Zn B Mn See Note
8-2 Fes/OG/Tim,M
1st Crop: Fes/0G/Tim,M 0 120-200 0 0
0 0
0 0 12
2nd Cro :
Test Results
-
Soil Class HM% W/V CEC BS%
Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI {�1) Mn-AI (2) Zn-I
Zn-AI
Cu-I S-I SS -I N($-N AU-N Na
MIN 0.56 1.02 15.5 4.0
0. 6.3 434 301 64.0 21.0 186 124 746
746
709 99 0.3
Field'Informaton , .::
'"
lied LnMe
. Recommeidations P ae
Sample No. Last Crop
Mo Yr T/A
Crop or Year Lime N A05 Kz0
Mg Cu
Zn B Mn See Note
8-3 Fes/OG/Tim,M
1st Crop: Fes/OG/Tim,M -3T 120-200 0 20-40
0 0
0 0 12.
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS%
Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI (1)Mn-AI (2) Zn-I
Zn-AI
Cu-I S-I SS -I NO.t-N NHt-N Na
MIN 0.51 1.16 7.6 87.0
1.0 5.8 146 56 68.0 16.0 79 64 200
200
273 83 0.1

NCDA Agronomic Division , = 4300 Reed .Creek Road , Ralei I , NC, YZ76o7=640,- 4�,19. , 733., 265.5 ";' Grower " Icenhour Owen. Re ort Nf• "°801 P 2"
)_ P
Field`Inform heLime
p p o d Recommends_ tion_ s
Sample No. 4aat Crop Yr T/A Cropor Year Li
... �.... me .N_�;. s,r PlOs ICD ..��,Mg.= Cu ._ Zn..
B Mn See Note
8-4 Fes/OG/Pim,M 1st Crop: Fes/OG/Tim,M -7T 120-200 0 0 0 0 0 0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I K I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-I S-I SS -I NQ-N NIfi-N Na
MIN 0.66 1.17 8.3 84.0 1.3 5.2 159 128 62.0 14.0 88 70 274 274 133 113 0.1

165' P.
*0
P.
bA'--,A 43
nomievi i
5
Heavy Metal Soil Test Report Icenhour, Owen Report #: 09801
716 Stikeleather Rd.
MEHLICH-3 EXTRACTION Hiddenite, NC 28636
Alexander County
Questions concerning these analyses should be referred to the Agronomic Division, Soil Testing Section
(;d
Ni
Pb
Se
Cr Al
As
Sample
Cadmium
Nickel
Lead
Selenium
Chromium Aluminum
-Arsenic
ID
mgldm3 (ppm)
8-1
0.00
0.20
0.00
0.30
0.50
3.20
8-2
0.00
0.50
0.50
0.00
0.30
2.40
8-3
0.00
0.00
0.00
0.00
0.50
.3.50
8-4
0.00
0.20
0.00
0.00
0.50
3.50

Report Number: A&L EASTERN AGRICULTURAL LABORATORIES, INC.
2001-R284-082 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
Account # 45230
Send To: SYNAGRO SOUTHEAST
POB 1770
CLEMMONS, NC 27012
Date of Report: 10/15/2001 'Page: 1
Grower: OWEN ICENHOUR
TOTAL SOIL ANALYSIS REPORT
Samples Submitted By:
MATT CARTER
Date Received
Date of Analysis:
10/10/2001
10/11 /2001
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Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made to the
work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.
This report applies to the sample(s) tested. Samples are retained a
maximum of thirty days after testing.
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
by: /
! C. Norman Jones

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
rermittee: Town of Taylorsville
Contact Person: David M. Robinette, Public Works Director
Address of Permittee: 204 Main Avenue Drive, SE
Taylorsville, North Carolina 28681
List of wastewater residuals to be applied to these lands: Town of Taylorsville WWTP
Site ID Number: NC-AL-8
Field Number: 1-4
Location of Land to be used for residual application (include map for each site): See Attached Mans
Owner of Property used for residual application: Owen Icenhour
Lessee of Property (if appropriate):
Land use or cropping patterns: Hay and Pasture
tended use or disposition of crops: Livestock Feed
The undersigned land owner or his representative hereby permits Town of Taylorsville
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: LARS 02/95 Page 15 of 18

STIPULATIONS:
The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual
application and to establish monitoring facilities on or near the application site as required by the
residual land application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health, and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior
to commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the. laws and regulations.
4. The Permittee will provide each landowner or his representative with information and data
concerning the program for land application of residuals to privately owned lands which includes
an analysis of constituents of the residual, residual application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for residual application.
The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
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.
Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee
or Land Owner (Lessee) prior to and during application.
FORM: LARS 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:
Land Owner: Owen Icenhour Operator:
Address: 716 Stikeleather Rd. Address:
Hiddenite. NC 28636
Phone No.: [phone] Phone No.:
FORM: LARS 02/95 Page 17 of 18

a
L have read this land owner's agreement and do hereby grant permission
to the Peamittee to apply sludge/residual to my lands as specified herein.
- DC.ti+�il L
Land Owner
Date
NORTH CAROLINA,c�C;„a a� COUNTY
I, the undersigned Notary Public, do hereby certify that in k3 e,.1 T w„
Personally appeared before me this day and acknowledged the due execution of the forgoing instrument
WITNESS my hand and official seal this day -of
NOTARY PUBLIC
My commission Expires 60�
SEAL:
(ED
OFFICIAL SEALMARTIN E. MABE
NOTARY PUBLIC -NORTH CAROLINA
COUNTY OF ROCIUNOHAM
My Commission Expires Aug 28, 2006
L have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein. • -
1,
the stipulations and restrictions as specified hereh
Lessee =
m
have read this land owners agreement and do b gree to abide by
;C�
Permittee
FORM: LARS 06194
Date
Page 18 of 18

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SITE SUMMARY
City of Taylorsville
Taylorsville, NC
Site ID:
NC-CA-15
Owners Name:
Conley Fox .
Address:
7286 River Bend Road
Claremont, NC 28610
Phone:
[phone]
Operator:
Same
Estimated
Total
Applicable
Fields Acres
Acres CroD(S)
Predominant Latitude &
Slone (%) Soil Series Longitude
1
16.6
11.2
Fescue
0-10
Hiwassee/Cecil
350 48' 45" N
810 09' 52" W
2
4.7
3.7
Fescue
0-10
Hiwassee/Cecil
350 48' 51 " N
810 09' 48" W
3
10.7
7.9
Fescue
0-10
Enon
350 48' 57" N
81009'51"W
4
9.7
4.9
Fescue
0-10
Cecil
35° 49' 04" N
810 09' 54" W
5
1.4
1.4
Milo
0-10
Cecil
35° 49' 09" N
8.10 09' 50" W
6
9.7
5.9
Fescue
0-10
Cecil
350 49' 13" N
810 09' 53" W
7
20.2
19.3
Fescue
0-10
Cecil
350 49' 05" N
810 09' 42" W
8
19.0
12.9
Fescue
0-10
Cecil
350 49' 20" N
810 09' 29" W
9
1.7
1.7
Corn
0-10
Cecil
350 49' 04" N
810 09' 22" W
10
11.4
1.9
Fescue
0-10
Cecil
350 49' 01 " N
81009, 18" W
11
11.2
7.9
Fescue
0-10
Cecil
350 48' 56" N
81 ° 09' 36" W
TOTALS 116.3 78.7
Notes:
Date: 10/30/01

Conley Fox Farm
NC-CA-15
The Conley Fox Farm, Site NC-CA-15 fields 1 through 11 are located on the north side
of River Bend Road approximately 1.9 miles west of the intersection of River Bend Road
and Highway 16. (See Vicinity Map). The surrounding areas are predominantly rural and
sparsely populated.
The slope of the five fields is gently sloping to severely sloping (0-10%). The Catawba
County Soil Survey issued October 1975 reports that this site contains four different soil
series. Cecil, Enon, Hiwassee, and Wilkes, were mapped on these sites. However, please
note that the Wilkes soil series has been buffered out of applicable areas within these
fields. All fields are recommended for year round applications. Please see the Soil
Description Sheets for field 'specific borings contained .within this section. Fields 1-4, 6-8
and 10-11 are in a fescue pasture/hay rotation. Fields 5 and 9 are in row crop production
consisting of small grain and corn. The soil test analysis showed no nutrients to be
deficient though pH may have to be corrected through the proper application of lime.
With proper application and monitoring the. proposed sites should benefit from the
application of biosolids.

VICINITY MAP
SYNAG 0
A Ruiduah Mandgem -,f Company
B
�m
:OUNTY � �alo OWNER �.

�)A'
nAQ0
TOPOGRAPHIC MAP
A Residuals management company
OWNER QQ4, SCALE: I jZ) 61 FIELDS
PHOTOQUAD/YEAR-M)'12,f� flh�, �'C 4� ' CONTOUR INTERVAL.�-

SNAG Q
AERIAL REFERENCE MAP - A Raids Manarunent comh---,
COUNTY C ` - OWNTER

0,20-' S 11 AGRO,
Soil Trap
A Reridualt h4anagement C,,-P- ry
OWNER SCALE: V _ .000 ` FIELDS
:OUNTY SHEET 3
SOIL SERIES' „

v� . A- L
APPLICATION AREA MAP A J? :/-1, x,-____--_--
u�aic: 1 — _ pnLQ'✓ AS lelQ �F _ � —C �
Total Acres_ �� Net Acres
—� STREAM APPLICATION AREA = _ _ _ = = PRIVATE ROAD
DRAIN ® HOUSE 0 FORESTED AREA
POND O OUTBUILDING UNSUITABLE
FENCE Sj'j WELL
STORAGE AREA Q SOIL DESCRIPTION SUITABLE FOR
INCORPORATION,
8-12% SLOPE

t1 1�} /
ePO O. 4514t
Grower: Fox, Conley Copies to: Synagro Si ist
510 2 d AvNW
.., n e
{a_ Conover, NC 28613
v
y
®i l est Farm: NC-AL-10
�i S n ro Southeast
S>.ru> 6490 Stadium Drive
P.O. Box 1770
11/27/01 SERVING N.C. CITIZENS FOR OVER 50 TEARS Catawba CoupClemmons NC 27012
Agronomist Comments:
The heavy metal concentration for these samples is within background levels and should pose no threat to crops grown on this land The heavy metal results are shown on a separate report.
Refer to the recommendations shown below for any lime or fertilizer that may be needed to sustain normal crop growth.
T. Kent Yarborou h A ronomist
a:
lel!I fOpmat . s;fl
4.t� �?(
'i
• .f:+.>i. f::sv.,,#i[. �Iffi.. u:.a..€.*....�...s....xaa't'�?r�._..,.� 3�e.,:ri...�i.R,.�'�„�7�.`ixr.ln.,'x�i.Lz2±'rR7ilp�a:as� ,ua' �. �.1�.-.l'Sbi ,6 .a ~ttzr.�Ji..:.�,.,:i`_�`. Sample No. Last Crop MO Yr T/A Crop or Year Lime N A05 KO Mg Cu Zn B Mn See Note
10-01 Fes/OG/Pim,M 1st Crop: Fes/OG/fim,M 0 120-200 140-160 80-100 0 0 0 0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I • K I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-I S-I SS-1 N(g-N Nd-N Na
MIN 013 10 13 3 0 0 2
, .... , .
3 62
_. ..><, , ..,� � 4 � 40„ 6 34
.. 52.0 0.1
1
1e ,{L 4, 4
tmcptt encattons ,sr q .m 37 37 j
+`'s
Sample No. Last Crop M0 Yr T/A Crop or Year Lime N B05 160 Mg Cu Zu B Mn° See Note \
10-02 Fes/OG/fim,M 1st Crop: Fes/OG/fim,M 0 120-200 140-160 0 0 0 0 0 12
2nd Crop..
Test Results
Soil Class HM% W/V CEC BS% Ac pH P:1 K-I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-1 S-I SS -I NO3-N N&N Na
MIN 0.32 1 06 8.1 0 2 0 3
88 0 1
80 2 5 40 811 501 101 Field:Infortn ��, ,�,A � Y . �N ,: �.� � , P.� , � :..��� .,:�. r., ,�� �:_,;,� ��>� � ;, r 3,_ r7 „r , �.. 3 0.1
afton� p d 1f 1 8n v �p
....... ... ... .......i.`�x 5..:. �.. , : ie . � ut4 �pa_ m � } tt � .:.. �.�,: s, r>: .. �� � � crt: i^ ,„: . �� M. ,u.a �?, � � .s y�,.,.. 101 �, 4 °`,i.=. c" . pir r.
4..._ ,..�... I....,,... #�+!G��...r � ���at�Q�s � � --'i. :.�':� r"..3 s zs3idiY: 'zt.S .4�.g�..�t .. �. �`n_6„ .,�"r�vs i. .:CrS?. t
Sample No. Last Crop o Yr T/A Crop or Year Lime N n05 KO Mg Cu Zn B Mn See Note
711
10-03 Fes/OG/fim,M 1st Crop:. Fes/OG/rim,M .6T 120-200 110-130 30-56 0 0 0 0 12
2nd Crop:
Test Results
Soil Class HM% 1. CEC BSA Ac pH . P-d K I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-1 S I SS I NO3-N N&N Na
MIN 018 1 18 10 7 85 0 16 6 10 50 59.0 24.0 326 213
Fi `ld Irif 4s e �. z.
pp ormation� 1iF. {L.-+�5 :3h- •r% _ :,,.x ..-�?*:;::r,.. a;» ._ xc. 7 70
€..,,.Y.. ...,., ,.,
.,.............._ , K,:co...y4,',-uN r
1.... a .:<,a#'e'.k`�,,�5 } ,.:
..srf.L.,._,...ai r,., z �!r._,t "5 , ?`I,,.� s,"!t'�'1s:xYi mn,;l.a _. $+:«.�a,rLasaJa,,. 6�ii�{ fir, i„y 5 C :s .J �.i€ i F .t / 0 1
Sample No. Last­
o Yr T/A Cro or Year `�' r' �''� �°• °`•• ° ^°•��• � � °.,1:'�.:.-,
K p Lime N P105 KO Mg Cu ' Zn B Mn See Note
10-04 Fes/OG/Tim,M 1st Crop: Fes/OG/Tim,M AT 120-200 140-160 90-i 10 0 0 $ 0 12
' 2nd Cro : . .
Test Results
Soil Class HM% W/V CEC BS•06 Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zu-I Zn-AI Cu-I S-1 SS -I NO3-N N&N Na
MIN 0.09 0.79 5.9 80.0 1.2 5.4. 0 19 49.0 29.0 423 271 22 22 33 284 0.1

rur fy !. +'Z 4 �'•i"q`d`nslr,3: .;! vtn - - L ,
.. ... _' ..,•� ,,.. ��. -. x.r,.L.._ _ ...;..�, b t,,.aft,
',, . � �;1, i� ,
A, �e��l�ivislon ��. 0 Ree s
N,.r
'.,`.;.,::.:.. i tarL ll !.. ��:,:; '.. .,.
.. ,d 2.Gi � I t � •,:... : .. : �L
?F<:1 p' 1 .I o},.m '(r F ), .i.' '�1. t. �I„E �, ..y
.�T.r. V.. d; ..��.. 91,!!}'�.: f: i.2 y..,k � 1'• "d.>�1 a
:.+ � � �
... , c.<,.... .,.: �.�....: ,,.... _,
Sample No. Last Crop KO Yr T/A
10-05 Fes/OG/Tim,M
n .v .�..
l� _;�...i. _;.„n.! .•yhiB�t .ice•^ X r Esc.
"
., S. t::'.nd ,.. 7� 7 I. , :�r ,. r.fi ,: a,t. •11. c}_ t tii::. >vis t a<st !��1J f.,a Mrr$a f"•'�� , r ..ct�-..-.. ,.�... _
ree`k;Roggd ' � � k
._._ t51 P 2
,u
2 lYi r... , .(v! w:.,,..yY' I I >�<..:.}:, __ ",• Y{} R1{p_
f�oy,
.: 4�V :' � i' .r »t'4!�✓ �. . i... .. rl� { L 4.✓U' �O t ry I
;�
.._.,, ..._ 4... _.,., _. ,...'S.. , .:� ,. x.,�.i•J^ ..:n 7x r1 =:.-rr ,r.I ._ . _ix•?r I c t��a"•:, a1-.`rru?<iLJ:±S
Crop or ,Fear Lime N B05 IC0 . Mg Cu Zn B Mn See Note
1st Crop: Fes/OG/rim,M .6T 120-200 120-140 0-20 0 0 0 0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BSoo Ac pll P-I K-I Ca% Mg% Mn-I Mn-AI (1)Mn-AI (2) Zja-I Zn-AI Cu-1 S I SS-1 NCB-N NIL-N Na
MIN 0.22 104 4.7 74.0 12 5.4 5 74 46.0 r�
210 1 116 44
p 37 0 0.1
'� !<. for tlo 'itJ ,:-:?. !; t i �I.:i � � .r. t .: �^ �"' "'�r l..t`+t �r i4-JIa F �},.. i [ sI � �`.7i �Y r' _. „rci-.. i S-:� c t� '. ,7 i'_, ri. a:
.., .<.� �?. , .. �. _ .I.. _F, .,:::.,n lec� i.ime Reco me 10 sari r,F, .,r . , ; ., <,. � ..!.- ...: j �,� r ,_ }x. � . � � :�, r �� i .,, F
... , .:g•. .,....:..-x. ,�..,•..: _,a rii° F_ .1 )1. .].r C�..n{ .. ..�:. aC'k#`i' 1I� mi�I r4rsi��j ��4A t: r�{ ti !
- . .._._e._ L� c.d.:e Y ..r ..:e. ..:."Sk.�2., y uss _: e_ 1 ! ..,�.,......e A ,,.-. .... ! >....... .: ...... :..:., I .:.. t..!� .
Sample No. Last Crop o Yr T/A Crop or Year Lime N h05 KO Mg Cu Zn B Mn See Note
10-06 Fes/OG/rim,M 1st Crop: Fes/OG/I'im,M 1T 120-200 60-80 40-60 0 $ 0 0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS% Ac pH P I K I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-1 SI SS -I NQe-N AB-N Na
MIN 0.27 0 5.6 70.0 17 5.2 30 42 46.0 19.0 96 75 67 67 23 59 0.1
F p 5 � , , t �t't , •�; •y.; rT=t - d . ".*t ,�? � (;,,, � l I v: .,St � +$. Y' -...:h c ,,.! . w �
�Fiel 1 .-., I'l IG . _ ` .. .< t I � [1. M c• , > li..! , 55 141:t. SY9 AK M , : . � Rii:<.""rv±±•-.< r. ,.� F< �
� f rr+�:
1.., :.<. ���.: ,,.:. .. .... r ,... > .. } 1 e I,� d. ... �. .. _... ..9n ,lir � ♦ .0 x•�t 134. }.V.]�.
..0 .. �_, .,,I I I. >... ,:...... ... ........:<.:..>....li....:!i.YlT.4.<Qns4r,� eJ, n.6a!{il:s.",YF,rr.,.Yt�:E:'�•:2t?>?fSJxv',�t;,.lsl"F,l' ny,..t�!sY!'.,>t 1`kY F: ,.i�i+. .zsxr�,J�T I.r ,F t.ti�y,
""I'll"
,,._'Lx ...C,:r: 3 < ..adi: .t.•;1`RsI.d� S;..,.kra.:Tt dx'It.k. :':�s Ui: �tS .�..k:-'6r.::i, t :.:..:..� , L ,. - ::..:.:il. �,:
Sample No. Last Crop o Yr T/A Crop or Year Lime N PlOs hog Cu Zn B Mn See Note
10-07 Fes/OG/rim,M 1st Crop:* Fes/OG/rim,M ST 120-200 140-160 50-70 0 $ 0 0 12
2nd Crop..
Test Results
Soil Class HM% W/V CEC BS% Ac pH P I K I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-I S-I SS I Na_N A N Na
MIN 013 101 6 3 78.0 14 5.3 0 40 42.0 25.0 33 37 38 38 15 112 0.1
ri .,
z..�a`
..i6 Fi :'YJ .,- ,1. i'ua ,"x 7" •' c. 1..:1-vi :.r :y.,' p i c
ry �Y>Gn fir.: !: t Fjx x::."4,��i�•=�.'r� �pt+�.:•aJ�yS F -; .� �t � t ;. r
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N R05 KO Mg Cu Zn B Mn See Note
10-08 Fes/OG/rim,M 1st Crop: Fes/OG/7im,M .7T 120-200 110-130 0-20 0 0 0 0 12
2nd Cro :
'
Test Results
Soil Class HM°o W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-, S-I SS -I NQ3-N AB-N Na
MIN 0.27 1.07 4 710 14 5.4 9 85 46.0 17.0 114 7 37 56 0.1
f.,: :•:�tl: ( ;'z.riyez:-.x"t.•,>c'tk r, x; t r^ t , ! t..r I s x1,., J, :., i�®iTr�l. 117 11
f mata. r. e
lie Lt e p�-� ..:..� ..x.a_.. _»......_,..�,..��._. .�, ,nq�j+►pn tiVn.��s �,.z_ ,»s .} n a.. .."�'-; 5., �,-.ra :�� ih,........ ��'.`'�'�, N,�rt{.;. ,, :�'*ra '> .-.,:.,x r..k++.iy'.
��..Y">f,Yk+_. Y.Y� d±..,..-r,.._c:dw,?!.i�'.'f�,u+r.�.r.�h.Gft�r��tsyewy+;J•'r`..tsd:ttr �� '��.v E��e a,fT..yt,�1yy¢sPik. FI�-'mot. -'a3 l..d ��yy�'t-j�, E��; ..r..-.rGt .:!
...�,,..,a.rtud�5:7.Itra,..i.Jet'v'kF..n,�m„E'..n4n!'C.Ft3r}!*u.}a,a,}•a'Y+";r'J,.{,_r,;�(;F,flia$la'r Sample No. Last Crop Ho Yr T/A Crop or Year Lime N A05 RO Mg Cu Zn B Mn See Note
10-09 Fes/OG/Tim,M 1st Crop: Fes/OG/rim,M .7T 120-200 50-70 90-110- 0 $ 0 0 12
2nd Crop:
Test Results
Soil Class HM% W/V CEC
MIN 0.13 1.30 2.4
BS% Ac pl{ P-I K-I Ca% Mg%
54.0 1.1 .5.0 33 18 35.0 15.0
Mn-I Mn-AI (1) Mn-AI (2) Zn-I Zn-AI Cu-I S-I SS -I NOY N ML-N Na
183 127 52 52 19 35 0.1

Sample No. Last Crop 0 Yr TIA crop or -Year H;mo"--­­-'-­-'­--'--­' - B05 Mo.- Mg Cu Zn B Mn . See . , Note
10-10 Fes/OG/Tim,M 1st Crop: Fes/OG/rim,M -7T 120-200 140-160 40-60 0 0 $ 0 12
f — 2nd Crop:
Test Results.
Soil Class HN106 W/V rpr J?CO/- Ao
FAA A n-.f t'"70 irig7o Mn-1 Mn-Al (I) Mn-Al (2) Zn-I Zn-AI Cu-I S-1 SS-1
13 5.3 0 45 20 2194380
MIN 0.09 0.97 3.8 66.0 '--
Field Information 224 7A tq-i 4 19
Ho Yr r/A Crop or Year Lime
Sample No. Last crop N' h05 RO Mg Cu Zn B Mn
10-11 Fes/OG/fim,M 1st Crop: Fes/OG/rim,M ST 120-200 140-160 30-50 0 0 0 0
NC3-N AH-N Na
0.1
See Note
12
2nd Crop:
Test Results
Soil Class HM?lo W/V CEC BSYo Ac pH P-1 K-I C4% Mg?lo Mu-1 Mn-AI (1) Mn-AI
MIN 0.18 1.00 4.2 67.0 1.4 5.2 0 51 35.0 26.0 173 121
Zn-1
Zn-AI
Cu-I
S-1
SS-1 NQ3-N NH-N Na
31
31
40
167
0.1

Heavy
Metal Soil Test Report
Conley
.Fox,
Report #:14514
510 2nd Ave NW
MEHLICH-3 EXTRACTION
Conover, NC 28613
_ Catawba County
Questions concerning
these analyses should be referred to the Agronomic Division, Soil Testing Section
Cd Ni Pb
Se Cr
Al As
Sample
Cadmium Nickel Lead
Selenium Chromium
Aluminum Arsenic
ID
m /dm3 (PPm) 8
10-01
0.00 0.90
0.00
0.20
0.50
4.50
10-02
10-03
0.10 0.60
0.20
0.50
0.20
5.20
10-04
0.10 0.80
0.10 0.30
0.00
0.00
0.40
0.20
4.70
10-05
0.20 0.20
0.00
0.30
0.40
0.00
0.10
5.70
10-06
0.10 0.20
0.00
0.00
0.10
4.90
5.70
10-07
0.10 0.20
1.60
0.60
0.20
5.0
10-08 •
0.20 0.30
5.20
0.50
0.10
5.50
10-09
10-10
0.00 0.20
0.80
0.10
0.10
.
3.20
10-11
0.00 0.10
0.10 0.30
0.00
0.00
0.20
0.10
.8
50
0.30
0.10
.0

REPORT NUME
R304-109
A&L EASTERN AGRICUL'i uRAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • (804) .743-9401
Fax No. [phone] .
SEND SYNAGRO SOUTHEAST
TO:
POB 1770
CLEMMONS NC 27012
11/02/01 1
DATE OF REPORT
PAGE
CONLEY FOX
GROWER:
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
•"� 3� .f.'_ Via:.". � `ti
EMAIL
U ''
ACCT
MATT .CARTER
DATE RECEIVED 10/30/01
DATE OF ANALYSIS 10/31/01
SAMPLE
LAB
Nitrogen
phorruus
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
N
mglkg
P
mglkg
K
mg/kg
S
mg1kg
Ca
mg/kg
Mg
mg/kg
Na
mg/kg
Fe
mg/kg
AI
mg/kg
Mn
mg1kg
Cu
mg/kg
Zn
mg/kg
Nitrogen
mg&g
Nitrogen
, mg/kg !
AL10-01
14782
ALIO-02
14763
AL10-03
14784
�AL10-04
14785
.
i
AL10-05
14786
LAB
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
MO
NO.
Cd
Cr
NI
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
mglkg
mglkg
mg/kg
mglkg
mglkg
mg/kg
mglkg
mg/kg
(meq/100g)
P P i`1
14782
<0..01
< 1
MEHLI
H EXTI
14783
<0.01
1
14784
<0.01
< 1
14785
<0.01
< 1
14786
<0.01
< 1
R
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or In part, nor may any reference be made This port piieeonly �j [�jp ) t� i.ESp�rnples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. A n A axim of ULT days a r to ATO
A LEA R AG I�ULTUR RATO ES, INC.

REPORT NUMB—.
R304-10109 A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 a [phone]
Fax No. [phone]
SEND SYNAGRO SOUTHEAST
TO:
POB 1770
CLEMMONS MC 27012
11/02/01 2
DATE OF REPORT PAGE
CONLEY FOX
GROWER:
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
EMAIL
ACCT
MATT CARTER
DATE RECEIVED 10/30/01
DATE OF ANALYSIS 10/31/01
SAMPLE
LAB
Nitrogen
ph os-
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
(DENT.
NO.
N,
mglkg
P
mglkg
K
mg1kg
S
mg/kg
Ca
mg/kg
Mg
mglkg
Na
mpg
Fe
mglkg ,
AI
mg1kg
Mn
mg1kg
Cu
mg/kg
AL10-06
14787
AL10-07
14788
AL10-08
14789
AL10-09
14790
ALIO-10
14791
LAB
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury.
Selenium
Organic
Total
NO.
Cd
mglkg
Cr
mglkg
NI
mglkg
Pb
mg1kg
As
mglkg
Hg
mglkg
Se
mg1kg
Nitrogen
mg/kg
pH
C.E.C.
(megh00g)
14787
-;0.01
14788
<0.01
14789
<0.01
14790
<0.01
14791
<0.01
Zinc
Zn
mglkg
IMO
Ammonia I Nitrate
Nitrogen ! Nitrogen
mglkg mglkg
MEHLICH EX
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made This reportfeLsonly yq jttpAt,
LS�nples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retained i t ays agA8L EA RI I�t TURAL LORIES, INC.
w

REPORT NUME_---
R304-109
SEND
TO:
DATE OF REPORT
A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SYNAGRO SOUTHEAST
POB 1770
CLEMMONS NC 27012
11/02/01 3
PAGE
CONLEY FOX
GROWER:
SOIL ANALYSIS RFPnRT
SAMPLES
SUBMITTED
BY:
•}.+yiss,i:iiy=*,?.:�R �.II C �':�.ns
:1 4 `
aF ^/ 't1.
EMAILk� '
ACCT
MATT CARTER
DATE RECEIVED 10/30/01
DATE OF ANALYSIS 10/31/01
SAMPLE
[DENT.
LAB
NO.
Nitrogen
N
mg/kg
phon s
P
mg/kg
Potassium
K
mgikg
Sulfur
S
mglkg
Calcium
Ca
mglkg
Magnesium
Mg
mglkg
Sodium
Na
mglkg
Iron
Fe
mglkg.
Aluminum
Al
mglkg
ALIO-11
14792
LAB
NO.
Cadmium
Cd
mglkg
Chromium
Cr
mglkg
Nickel
Ni
mglkg
Lead
Pb
mglkg
Arsenic
As
mglkg
Mercury
Hg
mglkg
Selenium
Se
mg/kg
Organic
Nitrogen
mglkg
pH
Total
C.EC.
(megl100g)
147920.01
Manganese . Copper Zinc Ammonia { Nitrate
Mn Cu Zn I Nitrogen I Nitrogen
mglkg mglkg mglkg mglkg + mgfkg
MO
< i JMEHLIdH EX
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced In whole or In part, nor may any reference be made This rep pli only Epp (s) �S�mples are
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. retairAPRAT7CULTURAL
of ttrij sna
A&L LA r S. INC

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
rermittee: Town of Taylorsville
Contact Person: David M. Robinette —Public Works Director
Address of Permittee: 204 Main Avenue Drive, SE
Taylorsville. North Carolina 28681
List of wastewater residuals to be applied to these lands: Town of Taylorsville WWTP
Site ID Number: NC-CA-15
Field Number: Fields 1-11
Location of Land to be used for residual application (include map for each site): See Attached Maps
Owner of Property used for residual application: Conley Fox
Lessee of Property (if appropriate):
Land use or cropping patterns: Hay and Pasture
tended use or disposition of crops: Livestock Feed
The undersigned land owner or his representative hereby permits Town of Taylorsville
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: LARS 02/95 Page 15 of 18

STIPULATIONS:
The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual
application and to establish monitoring facilities on or near the application site as required by the
residual land application permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health, and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior
to commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee will provide each landowner or his representative with information and data
concerning the program for land application of residuals to privately owned lands which includes
an analysis of constituents of the residual, residual application methods and schedules for typical
cropping patterns and a description of the equipment used by the Permittee for residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application.
Residuals may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is
also applied to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7. The landowner or his representative will inform the Permittee of any revisions or modifications to
the intended use and cropping patterns shown above prior to each planting season to enable the
Permittee to amend this Agreement and schedule applications at appropriate periods. Within the
limits of the NCDEHNR-DEM permit, the owner or his representative and the Permittee will
determine residual application rates and schedules based on crop patterns and the results of soil
samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit.
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee
or Land Owner (Lessee) prior to and during application.
FORM: LARS 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 parry agrees and complies with the
terms and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
14. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following
the residual application. Application sites that are to be use for grazing shall have fencing that will
be used to prevent access during these periods after each application.
16. Prior to a transfer of land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new landowner
that gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials,, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals
specified by this permit, is prohibited.
RESTRICTIONS:
Land Owner: Conley Fox Operator:
Address: 7286 River Bend Road Address:
Claremont, NC 28610
Phone No.: [phone] Phone No.:
FORM: LARS 02/95 Page 17 of 18

I, , have read this land owner's agreement and do
hereby grant permission to the Permittee to apply sludge/residual to my lands as specified herein.
Land
%
Date
NORTH CAROLINA, 1�[7[��� •1GL�COUNTY,.
I, the undersigned Notary Public, do hereby certify that _ _ �o�1e,, C- pay
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of
NOTARY PUBLIC
My commission expires �„�,� - ;24,, Vool.
SEAL:
OFFICIAL SEAL
MARTIN E. MABE
NOTARY PUBLIC -NORTH CA]2006
VlMy
COUNTY OF ROCKINGHCommission Expires Aug 2
I, have read this land owner's
agreement and do hereby agree to abide by the stipulations and restrictions as specified herein.
Lessee
Date
I, have read this land owner's
agreement and do hereby agree to abide by the stipulations and restrictions as specrein!►
I-, 1 �rT'C
Permittee
Date
FORM: LARS 02/95 Page 18 of 18

SYMGPO
SOIL DESCRIPTION SHEET A
r .;f
Project: (r�t.�? �F�lt;,l ��
I Landowner.
Site: '-Lt 1w Field: �_ Sample #: Si lope:
Acres (gross): SeL;, .� ,,.Acres (net): �cp . w , Crop: f'r
SOIL. PROFILE DESCRIPTIONS
Horizon Depth.
PROFILE A A�-
Texture
Color
Structure Mottles
-
Y /,M
=_ �S 3io
(1-
�9, SY.SV2-1
,moo
e
Depth to SHWT:
Depth & type of restrictive layer: dlo�
Soil Series: '
J
Horizon Depth Texture Color
PROFILE B
Depth to SHWT:
' Depth & type of restrictive layer.
Structure Mottles
Soil Series:
Notes:
Described By: Date:
Legend
Texture
Structure Grade
Structure Type
S Sand
WK Weak .
G
Granular
BK
Blocky
Loam
MD Moderate
PL
Platy
ABK
Angular Blocky
-'I Silt
ST Strong
PR
Prismatic
SBK
Subangular Blocky
C Clay
CPR
Columnar
MA
Massive

SOIL DESCRIPTION SHEET
Project: �717,
Site:
0 YMGFO
A RahAwl, M aw jemr Cam�mry
Landowner:f�i,�
Field: .3 Sample #: 3 Slope: 0
Acres (gross): {��. sct.n� ,;� Acres (net):.,_ ` Crop: �Gcc
SOIL. PROFILE DESCRIPTIONS
Horizon Depth. - Texture Color Structure Mottles
PROFILE A A a rD- ZO_ in
Depth to SHWT: >7�'
Depth & type of restrictive layer: 11'154-
Soil Series:
Horizon Depth
Texture Color
PROFILE B
Depth to SHWT:
' Depth A type of restrictive layer.
Soil Series:
s +
Notes:��
Described By:
Legend
Texture Structure Grade
S Sand WK Weak .
Loam MD Moderate
31 Silt ST Strong
C Clay
Structure Mottles
Date: to./a-c6;
Structure Tvoe
G
Granular
BK
PL
Platy
ABK
PR
Prismatic
SBK
CPR
Columnar
MA
Blocky
Angular Blocky
Subangular Blocky
Massive

SOIL DESCRIPTION SHEET
Project:
E
0 STNAGRO
A Rnid+w.lt AlanWV--t CMP.7
Landowner: ��n A
ate. ZU - 15 Field: 1' Sample #: Slope:
Acres (gross): ��. �t.t.,,,,,,,,,,,,,�.Acres (net): S Crop: y P• I 1,4
SOIL. PROFILE DESCRIPTIONS
Horizon Depth. Texture Color Structure Mottles
PROFILE A 16e� 1 _
AR W(O
U-1?
C. —
`r ��-
Depth to SHWT: 3
Depth & type of restrictive layer:
Soil Series:
Horizon Depth Texture Color Structure Mottles
PROFILE B
Depth to SHW R
' Depth A type of restrictive layer.
Soil Series:
Notes:
�l�-i • ZJ C.e � r P'� 1 %SY6asnia Pn'
Described By: Date: io/ay/Ql
Legend Pw I/h/6
Texture Structure Grade Structure Type
S Sand WK Weak . G granular BK Blocky
Loam MD Moderate PL Platy ABK Angular Blocky .
-1 Silt ST Strong PR Prismatic SBK Subangular Blocky
C Clay CPR Columnar MA Massive

r
SOIL DESCRIPTION SHEET
Project:
4 SYMGPO
Raide"ll MaarI.-W CM.A. y
Landowner:t%� {_
Site: Field: g Sample #: / -Slope: O - / D01
Acres (gross): s� s -ti ��r�a� Acres (net): s�� S�r�;��l���� Crop: -
SOIL. PROFILE _DESCRIPTIONS
Horizon Depth.
PROFILE A-6,_
Texture
Color
/
Structure Mottles
LJ
Depth to SHWT:
Depth & type of restrictive layer:i�i�
Soil Series:
Horizon Depth Texture Color Structure Mottles
PROFILE B
Depth to SHWT:
'Depth & type of restrictive layer:
Soil Series:
Notes:? l��_...c� �, f�• d� - n
Described By:
F L�:s:�� -� . ,�l .� Date: 7r�
LegendpH/
Texture Structure Grade
S Sand WK Weak .
Loam MD Moderate
_.I Silt ST Strong
C Clay
Structure Tvoe
G
Granular
BK
PL
Platy
ASK
PR
Prismatic
SBK
CPR
Columnar
MA
Blocky
Angular Blocky
Subangular Blocky
Massive

- � SYNA.�GRO
APPLICATION AREA ��mtCo�� MAP A
Owner Scale: V _ 0®� Field #
Total Acres Sen�
Net Acres;,
-
STREAM APPLICATION AREA
= = a - =
PRIVATE ROAD
• —�
DRAIN ■ HOUSE
FORESTEDAM
W
O
POND O OUTBUILDING
�
UNSUITABLE
.FENCE 1,0EM
OSTORAGE
AREA Q SOIL DESCRIPTION.
0
INCORP E FOR r
0 1eo% QT.CVPR..